HomeMy WebLinkAboutBLD2015-00185 - 08 SITE PLAN • •
( ON ?N DEPARTMENT OF COMMUNITY DEVELOPMENT
621 Sheridan Street,Port Townsend,WA 98368
ti Tel:360.379.4450 I Fax:360.379.4451
Web:www.co.jefferson.wa.us/communitydevelopment
!G
E-mail:dcd@co.jefferson.wa.us
`QSHI N G
SITE PLAN CHECKLIST
Site plan must be legible.
as "' tf t '` "� mot'" r''* '9.tpo
Only a complete site plans can be accepted at time of appointment. The permit technician is unable to complete
the site plan for you. If you have questions please call before submittal.
You must ensure that every item below is included in the site plan. Check each item below when completed in
site plan. The permit technician will review at time of submittal,incomplete site plans will be returned.
DCD YOU
Title Block
Indicate applicants name,site address, Assessor's Tax Account#(Parcel#).
?� Scale
Indicate map scale. Use appropriate scale and note it on your site plan. (example-Scale 1" -40')
North Arrow
Show an arrow indicating the NORTH direction.
X Property Boundaries/Easements-full site plan is needed, attach detailed plan if needed
Show property lines and all easements(utility,drainage,dike, access, railroad,etc). Indicate site
dimensions. Include building footprint square footage and names of adjacent roads.
OA Driveway
Show entire length and width of driveway in feet. Indicate grade of driveway in percent (%)slope.
X Building Footprint
Show location and dimensions of all existing and proposed buildings or structures. If this
project includes an addition, clearly show the addition different from the existing building.
Identify each building by its use(residence,garage). Indicate any decks, porches, or retaining walls.
IA Impervious Surface
Indicate the amount of new impervious area. Label new and old impervious areas. Include the
sq/ft of building, roof area, parking area, patios and any new driveway(including non-paved driveways).
JV`,q Setbacks
Indicate the building setbacks from all property lines with a dashed line. Include distances between
structures, and distances from structures to critical areas, including shoreline setbacks when applicable.
)4p Power Lines from property boundary to structure
fj/t/} On-Site Septic System Location or Sewer Lines
Indicate method of sewage disposal. See back side for septic site plan requirements.
pi,' Well Location or Water Lines-must show 100 foot radius around well.
Indicate the drinking water supply(existing and/or proposed, public or individual). Show all
private well(s), public water mains and water supply pipes to all buildings.
J i ji-\ Propane
Show the location of the propane tank(if any).
Propane is prohibited in locations such as basements or pits or anywhere gas can unsafely collect.
Propane tanks> 125 gallons-mi vat ftetti Ipi nl@kcfgc1 property line and buildings. Page 1
• •
Environmental Health Requirements
Note-this building permit application may require you to bring your septic system up to current codes.
DCD YOU
/li%A On-site septic system location or sewer lines(existing and/or proposed).
Show measurements from the foundation to septic tank, drainfield and reserve area.
Sewage transport line
Current O&M inspection.
Reserve area
Is the stormwater diverted from drainfield/tank area? Show measurement from stormwater facility
facility to septic tank and drainfield.
Are all septic system components completely installed (tanks,transport lines, drainfield)?
y Is the septic system finaled, please contact EH to see what requirements they may have.
Water
0/4. Well location(s)with a 100 foot radius around well.
i'//4 Water Lines and water meters,from water source to all buildings.
lLand`Use.Raquirements :..` °
Y � t
DCD YOU
yt44,d Shorelines
For shoreline properties, show the ordinary high water mark(OHWM),the shoreline buffer,
the shoreline setback, and the distances from OHWM to all structures, including structures within
300 feet from both sides of property.
1(i Slope
Indicate slope (elevation change) of building site. Use contour lines or arrows to show direction
and percent(%)slope(s). Identify slopes greater than 15%.
Percentage%of slope= Rise (height)divided by Run (distance) multiplied by 100.
A;)/1 Critical Areas
Show all critical areas such as geologically hazardous areas,wetlands, rivers, streams, ponds, etc.
Stormwater
Method and location of stormwater disposal facilitates such as rain gardens,splash blocks, dry wells
based on the current Stormwater Management Manual for Western Washington.
'Commercial Building Requirements r.in addition to iten%s above.- :: _ k@° , :
A site plan prepared by a licensed civil engineer, architect, or landscape architect containing the following
information in addition to the general information required above.
DCD YOU
$y 3 Existing structures and significant features on the subject property and on adjacent properties.
l Property lines, adjoining street and immediately adjoining properties and their ownership.
The layout of an internal vehicular and pedestrian circulation system, including location and dimensions
of existing and proposed improvements on public right-of-way such as roads,sidewalks,and curbs.
oUiA Corner grades and exisiting contours of topography at five-foot intervals.
ifJ/,r1 Existing and proposed grades and volume and disposition of excavated material, if applicable
/J l� Natural drainage direction and storm drainage facilities and improvements.
/V1) Locations of all existing and proposed utility connections.
W/4 Parking spaces and driveways.
k;p1 Identify all uses in existing and proposed structures.
),)1 )4 Proposed landscaping. Checklist-Site Plan Checklist Page 2
1
°o
0
m
0
c
m
m
n
M
n
i
M
0
0
N
o
ti
I. INTEGRAL 100%AIRSIDE ECONOMIZER WITH FIX DRY BULB CONTROLS.
2. WITH MINIMUM OUTSIDE AIR OF 100CFM.
3. WITH OWNER SUPPLIED BARD MV4000 -B UNIT CONTROLLER FOR LEAD /LAG UNIT OPERATION TWO NEW AC UNITS.
4. UNIT TO PROVIDE 24R COOLING FOR DEDICATED UNSTAFFED WIRELESS EQUIPMENT SHELTER.
5. INSTALL MFG'S SUPPLY AND RETURN AIR GRILLES PROVIDED WITH UNIT.
B. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND STRUCTURAL CALCULATION REQUIREMENTS.
7. WITH LEFT HAND CONTROLS.
B. WITH RIGHT HAND CONTROLS.
9. POWER AND DISCONNECT BY ELECTRICAL
CODE COMPANCE °x` _ '
a _
AC-1 AND AC -2:
UNITS MEET THE 2012 WASHINGTON STATE ENERGY CODE, ECONOMIZER REQUIREMENT DESCRIBE IN SECTION C403.4.1.
UNITS EXCEED THE ENERGY EFFICIENCY REQUIREMENTS OF TABLE C403.2.3(3) FOR SINGLE - PACKAGE VERTICAL AIR CONDITIONERS, SPVAC COOLING MODE PER AHRI 390.
NOTE: N+1 DESIGN REQUIRES ONLY ONE UNIT TO OPERATE AT A TIME.
REVIEWED FOR
CODE COMPLIANCE
PLAA REVIEW
►i v' ,,t0VL! , AS SLISIkAITTED
t ±7 4��-PROVED AS NOTED
sE3fCTED 1�
Dale
•.t. rr<.gE 1
VC dart mtp:. °ss Z,:tU-
m
8
E m p11M di
PROJECT
LOCATION
m
,yff
F
VICINITY MAP
N NO SCALE
Corltat''1 ttle Building Department
at 3794450 prior to making planses'
or revisions to the approved
x:.
z
IiVACGENERALiJ� O TES
1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO
VERIFY ALL CLEARANCES BEFORE COMMENCING WORK.
2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2012 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE
CODE AND STATE AND LOCAL CODES AND ORDINANCES.
3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2012 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE
SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM.
4. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT.
5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2012 WASHINGTON STATE ENERGY CODE, COMMERCIAL PROVISIONS
-DUCT WRAP, WHERE INDICATED, SHALL BE 1112" 0.75 LWCU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R-6 MIN.).
- SOUND LINING, WHERE INDICATED, SHALL BE V 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R -6 MIN.).
DUCT BOARD, WHERE INDICATED, SHALL BE V RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R6 MIN.). AIR DUCT (R6 MIN)
SUPPLY DUCT WHICH CONVEY SUPPLY AIR AT TEMPERATURES LESS THAN 55 DEG F OR GREATER THAN 105 DEG F SHALL BE INSULATED WITH A MINIMUM OF R -3.3, WHEN LOCATED IN CONDITIONED
SPACE.
6. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 112" FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS
1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE.
7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2012 IBC.
8. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 717.5 OF THE 2012 IBC. PROVIDE CEILING FIRE DAMPERS WHERE
INDICATED ON PLANS AND AS REQUIRED BY SECTION 717.6.2.1 OF THE 2012 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIREISMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS
INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE.
9. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL.
10. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION
606 OF THE 20121MC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR.
11. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED
AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18" X 18 ".
12. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING
WITH ELECTRICAL CONTRACTOR.
13. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR.
14. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS
A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL
AIR AND WATER DESIGN FLOW RATES.
15. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC
CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM.
16. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC), COMMERCIAL PROVISIONS, SECTION C408 AND WITH LEED NC-2.1 FUNDAMENTAL
BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING.
17. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER
18. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR:
ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC).
TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC).
ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED, FILLING WITH ROCK WOOL OR FIRESAFING ( "MONOCOAT ") IS NOT ACCEPTABLE (BY GC).
ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION.
USE SECTION 909.5 OF THE 2012 SC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION.
ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE.
19. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT V W.G. (PER AMCA STANDARD 500D): MOTORIZED DAMPERS: 4 CFM /S.F.
GRAVITY DAMPERS: 20CFM /S.F. (40 CFM /ST. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION).
20. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC, COMMERCIAL PROVISIONS, SECTION C402.4.5.2 AND
C403.2.4.4. EXCEPT AS ALLOWED BY WSEC.
21. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM
STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE.
22. PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS:
- SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE.
- SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1 -2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE.
- FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5" STATIC PRESSURE, CONTACT MECHANICAL ENGINEER.
J. AL DESCRIPTI N
E k;
APN# 955000031
LEGAL DESCRIPTION: GO -ONNA BEACH TR DIV 2 LOT 31
<J.T.J1ax H) "yCx H {d r' HH2 e Trey s 3 i €'a M amF u 31
mm
x.... � - � , � SCOPE OF W RK
mmm .. _
DEMO 2 EXISTING AC WALL MOUNTED AC UNITS AND PROPERLY DISPOSE OF SAME
PROVIDE AND INSTALL 2 NEW 4 -TON SINGLE PACKAGE VERTICAL AC UNITS
PROVIDE SUPPORTS AND WALL FRAMING MODIFICATIONS FOR NEW UNITS AS REQUIRED BY INSTALLATION MANUAL
PROVIDE TEMPORARY AIR CONDITIONING DURING SYSTEM REPLACEMENT
DISCONNECT /RECONNECT ELECTRICAL POWER
INSTALL NEW OWNER SUPPLIED LEAD /LAG AC CONTROLLER AND CONNECT TO NEW UNITS
PROVIDE AND INSTALL CORRECT FUSES
TITLE
PROJECT ENGINEER
ACCOUNT MANAGER
SHEET METAL FOREMAN
SSP ELECTRICAL FOREMAN
FACILITIES DIRECTOR
VZW SITE TECH
NAME
LEWIE THOMSON
BRAD OLAND
CHRIS HOLLINGSWORTH
CLAYTON PARKER
TRAVIS NICHOLS
SCOTT STONEKING
MACDONALD MILLER 206- 9053736
MACDONALD MILLER 206 - 7683910
MACDONALD MILLER 206- 407 -2620
MACDONALD MILLER 206 - 768 -4234
425 -531 -5224
360A60 -0000
LEW I E.THOMSON @MACM ILLER.COM
BRAD.OLAND @MACM I LLER. COM
CH RIS. HOLLI NGS WORTH @MACM ILLER. COM
CLAYTON.PARKER @MACMILLE R. COM
L
INO - PACKAGE VERITICAL AIR CONDITIONER SCHEDULE SPVAC)
LL
N
ct) 01p,
Z
BARD
NOM
CAPACITY MBH HEAT I EVAP FAN EER ELECTRICAL WT SOUND
Zzm00
NO. MODEL NO.
TONS
TOTAL SENSIBLE KW STG CFM VOLTIPH MCA LBS POWER
NOTES
AC -1 H481_2
4
-
425 40.7 1 5 I 1 1400 9 208 -23011 39 I 520 i
NEW,1-79
_
AC 2 H48A2
4
425 { 40.7 �. 5 1 1400 9 208 -23011 39 520
NEW,1 -6,8,9
I. INTEGRAL 100%AIRSIDE ECONOMIZER WITH FIX DRY BULB CONTROLS.
2. WITH MINIMUM OUTSIDE AIR OF 100CFM.
3. WITH OWNER SUPPLIED BARD MV4000 -B UNIT CONTROLLER FOR LEAD /LAG UNIT OPERATION TWO NEW AC UNITS.
4. UNIT TO PROVIDE 24R COOLING FOR DEDICATED UNSTAFFED WIRELESS EQUIPMENT SHELTER.
5. INSTALL MFG'S SUPPLY AND RETURN AIR GRILLES PROVIDED WITH UNIT.
B. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND STRUCTURAL CALCULATION REQUIREMENTS.
7. WITH LEFT HAND CONTROLS.
B. WITH RIGHT HAND CONTROLS.
9. POWER AND DISCONNECT BY ELECTRICAL
CODE COMPANCE °x` _ '
a _
AC-1 AND AC -2:
UNITS MEET THE 2012 WASHINGTON STATE ENERGY CODE, ECONOMIZER REQUIREMENT DESCRIBE IN SECTION C403.4.1.
UNITS EXCEED THE ENERGY EFFICIENCY REQUIREMENTS OF TABLE C403.2.3(3) FOR SINGLE - PACKAGE VERTICAL AIR CONDITIONERS, SPVAC COOLING MODE PER AHRI 390.
NOTE: N+1 DESIGN REQUIRES ONLY ONE UNIT TO OPERATE AT A TIME.
REVIEWED FOR
CODE COMPLIANCE
PLAA REVIEW
►i v' ,,t0VL! , AS SLISIkAITTED
t ±7 4��-PROVED AS NOTED
sE3fCTED 1�
Dale
•.t. rr<.gE 1
VC dart mtp:. °ss Z,:tU-
m
8
E m p11M di
PROJECT
LOCATION
m
,yff
F
VICINITY MAP
N NO SCALE
Corltat''1 ttle Building Department
at 3794450 prior to making planses'
or revisions to the approved
x:.
z
IiVACGENERALiJ� O TES
1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER TRADES AND IS TO
VERIFY ALL CLEARANCES BEFORE COMMENCING WORK.
2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2012 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE
CODE AND STATE AND LOCAL CODES AND ORDINANCES.
3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2012 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA AND LARGER WHICH ARE
SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM.
4. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT.
5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2012 WASHINGTON STATE ENERGY CODE, COMMERCIAL PROVISIONS
-DUCT WRAP, WHERE INDICATED, SHALL BE 1112" 0.75 LWCU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R-6 MIN.).
- SOUND LINING, WHERE INDICATED, SHALL BE V 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R -6 MIN.).
DUCT BOARD, WHERE INDICATED, SHALL BE V RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R6 MIN.). AIR DUCT (R6 MIN)
SUPPLY DUCT WHICH CONVEY SUPPLY AIR AT TEMPERATURES LESS THAN 55 DEG F OR GREATER THAN 105 DEG F SHALL BE INSULATED WITH A MINIMUM OF R -3.3, WHEN LOCATED IN CONDITIONED
SPACE.
6. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 112" FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A UL 181 LISTED CLASS
1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE.
7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2012 IBC.
8. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE/SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 717.5 OF THE 2012 IBC. PROVIDE CEILING FIRE DAMPERS WHERE
INDICATED ON PLANS AND AS REQUIRED BY SECTION 717.6.2.1 OF THE 2012 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIREISMOKE DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS
INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE.
9. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF THE FLOOR OR WALL.
10. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN ACCORDANCE WITH SECTION
606 OF THE 20121MC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR.
11. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS SHALL BE PROVIDED
AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18" X 18 ".
12. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE POWER WIRING
WITH ELECTRICAL CONTRACTOR.
13. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR.
14. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS SHALL INCLUDE AS
A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM, INCLUDING SIZES, AND THE TERMINAL
AIR AND WATER DESIGN FLOW RATES.
15. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE AGENCY, HVAC
CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM.
16. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC), COMMERCIAL PROVISIONS, SECTION C408 AND WITH LEED NC-2.1 FUNDAMENTAL
BUILDING SYSTEMS COMMISSIONING AND ADDITIONAL COMMISSIONING.
17. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER
18. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR:
ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC).
TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC).
ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED, FILLING WITH ROCK WOOL OR FIRESAFING ( "MONOCOAT ") IS NOT ACCEPTABLE (BY GC).
ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION.
USE SECTION 909.5 OF THE 2012 SC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION.
ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE.
19. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT V W.G. (PER AMCA STANDARD 500D): MOTORIZED DAMPERS: 4 CFM /S.F.
GRAVITY DAMPERS: 20CFM /S.F. (40 CFM /ST. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION).
20. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC, COMMERCIAL PROVISIONS, SECTION C402.4.5.2 AND
C403.2.4.4. EXCEPT AS ALLOWED BY WSEC.
21. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON THE MAXIMUM
STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE.
22. PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS:
- SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE.
- SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1 -2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE.
- FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5" STATIC PRESSURE, CONTACT MECHANICAL ENGINEER.
J. AL DESCRIPTI N
E k;
APN# 955000031
LEGAL DESCRIPTION: GO -ONNA BEACH TR DIV 2 LOT 31
<J.T.J1ax H) "yCx H {d r' HH2 e Trey s 3 i €'a M amF u 31
mm
x.... � - � , � SCOPE OF W RK
mmm .. _
DEMO 2 EXISTING AC WALL MOUNTED AC UNITS AND PROPERLY DISPOSE OF SAME
PROVIDE AND INSTALL 2 NEW 4 -TON SINGLE PACKAGE VERTICAL AC UNITS
PROVIDE SUPPORTS AND WALL FRAMING MODIFICATIONS FOR NEW UNITS AS REQUIRED BY INSTALLATION MANUAL
PROVIDE TEMPORARY AIR CONDITIONING DURING SYSTEM REPLACEMENT
DISCONNECT /RECONNECT ELECTRICAL POWER
INSTALL NEW OWNER SUPPLIED LEAD /LAG AC CONTROLLER AND CONNECT TO NEW UNITS
PROVIDE AND INSTALL CORRECT FUSES
TITLE
PROJECT ENGINEER
ACCOUNT MANAGER
SHEET METAL FOREMAN
SSP ELECTRICAL FOREMAN
FACILITIES DIRECTOR
VZW SITE TECH
NAME
LEWIE THOMSON
BRAD OLAND
CHRIS HOLLINGSWORTH
CLAYTON PARKER
TRAVIS NICHOLS
SCOTT STONEKING
MACDONALD MILLER 206- 9053736
MACDONALD MILLER 206 - 7683910
MACDONALD MILLER 206- 407 -2620
MACDONALD MILLER 206 - 768 -4234
425 -531 -5224
360A60 -0000
LEW I E.THOMSON @MACM ILLER.COM
BRAD.OLAND @MACM I LLER. COM
CH RIS. HOLLI NGS WORTH @MACM ILLER. COM
CLAYTON.PARKER @MACMILLE R. COM
L
o�
LL
N
ct) 01p,
Z
c
Lij
Zzm00
ar
0
C
Qm
O
r`
�o
G
-
� o
E
if
�:
oz
E
m x o
LL U
NW
W J
�-
OZ
0
>
_(00e
(
O U
ENGINEER:
LAST REVIS
, o °
�
L
THOMSON
c rn
CHECKED BY:
DATE PL
B
GEZON
Q
_
Q O
U
0
to J
MAMERTO
cu
N la
❑ <
_�.
o
SHEET
NUMBER:
TM0.0 _
_._ _..ft
(C��
+..
In
Z
O
1n
L� I
H-
0
!n
Z
O
In
W
0
U
D
z
LL
0
ct) 01p,
Z
c
Lij
Zzm00
Qm
O
.
W
Z �
Now
.3
IIj
�:
oz
E
�.
NW
W J
�-
OZ
>
>
ENGINEER:
LAST REVIS
L
THOMSON
CHECKED BY:
DATE PL
B
GEZON
CAD:
ISSUE DATE:
F
MAMERTO
DRAWING NUMBER:
C-
2224- 73156274-
SHEET
NUMBER:
TM0.0 _
_._ _..ft
(C��
+..
I
0
O
m
C
O
C
C
m
m
a
n
N
�O
h
M
n
N
i0
O
h
'Cp
Q
O L
W
C
3
C-)
0
r
m
l
0
1''
U/
W GO ONNA DR E GO ONNA DR E GO ONNA DR 0
Z
v
O
HOOD CANAL
EJ
SITE
0
F-
F-
m
0
Z
�o wH /TNeY R
� � D
�o
oH /TN£Y D
00
0
z
3
y
o�
VO
L
o �
0
0
0
�o
Q�
Z
co
a a
0z�:
m
No
f
00
E V
_0
N
E U)
ENGINEER:
~'
mxo
LL
CHECKED BY:
cnu'
0
GEZON
CAD:
00
F
MAMERTO
E U
DRAWING
NUMBER:
C-
2224 - 73156274
-0(
SHEET
NUMBER:
=�E
0
o
Z
O
0
0
0
Z
Q�
Z
LLJ co
m 00
a a
0z�:
m
No
f
`w
5
E V
_0
N
�l
ENGINEER:
LAST REVISE[
L
THOMSON
CHECKED BY:
DATE PLOTiE
B
GEZON
CAD:
ISSUE DATE:
F
MAMERTO
DRAWING
NUMBER:
C-
2224 - 73156274
-0(
SHEET
NUMBER:
TM0.01;
Zwe..Oa.Awe 10.2015 newel All J\7010\0275 VAw Semen-e0\OO\2-a211..m2\91/0\abV915e77.0110_01s.9
F 7
co,
.k€4?
O
O
ZZ
A
cpye O as 3,400
R 80 3U,00
as 31A00
Off` m
8
0
Z
7.
0
pp
0
1
t ,
7 •
m
0
0
0
Z
r
C.;.' O
A
WHITNEY DR
.4 dNNO
f
r
••
x
0
0
0
0
D
Z
•
• H 4 ?1 -$ 1 -I VZW BRINNON — - - -
N E r N R o VERIZON = _ _ = T
P r o Z 124 E GC-ONNA BEACH DR — _ _ — �.nn
I al
Q u
Z QUILCENE,WA 98376 _ _ _ _ A7r z MacDonald-Miller
srll MAP m �. Fkt;il.1T {7k..i.171CiNs
e ` .AO 7717 Detroit Avenue SW.92x020.WA 99109
a g '7fIMA1� ylIurw;206-7919499 Fax:206-7674773
1 I www.macmller.wm
^ °p '� REVISIONS: DATE RE'2 ONS: DATE WA Lic NO:MACDOFSR8ORU
V, NOT ISSUED FOR CONSTRUCTION