HomeMy WebLinkAboutPermit M10-146 - HIGHLINE MEDICAL CENTERHIGHLINE MEDICAL
CENTER
12844 MILITARY RD S
M10 -146
City of/Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 -431 -2451
Web site: http: //www.ci.tukwila.wa.us
MECHANICAL PERMIT
Parcel No.: 1623049001
Address: 12844 MILITARY RD S TUKW
Project Name: HIGHLINE MEDICAL CENTER
Permit Number: M10 -146
Issue Date: 12/13/2010
Permit Expires On: 06/11/2011
Owner:
Name: HCH SPECIALTY CENTER
Address: ATTN ACCOUNTING DEPT , 12844 MILITARY RD S 98168
Contact Person:
Name: RICK ZEHNER
Address: 5005 3 AV S , SEATTLE WA 98134
Email: RICKZ @MCKINSTRY.COM
Contractor:
Name: MCKINSTRY CO LLC
Address: PO BOX 24567 , SEATTLE WA 98134
Contractor License No: MCKINCL942DW
Phone: 206 - 832 -8012
Phone: 206 762 -3311
Expiration Date: 03/16/2012
DESCRIPTION OF WORK:
NEW ROOFTOP UNIT AND ASSOCIATED DUCTWORK
Value of Mechanical: $35,000.00 Fees Collected: $612.31
Type of Fire Protection: UNKNOWN International Mechanical Code Edition: 2009
Permit Center Authorized Signature:
Date: (U
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the
back of this permit.
Signature � ` r
Date: / 2-/3/
Print Name: AA.)
This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended
or abandoned for a period of 180 days from the last inspection.
doc: IMC -4/10
M10 -146 Printed: 12 -13 -2010
• •
PERMIT CONDITIONS
Permit No. M10-146
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by
a Washington Association of Building Official Certified welder.
6: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
8: All construction shall be done in conformance with the approved plans and the requirements of the International
Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code.
9: The special inspection of bolts to be installed in concrete prior to and during placement of concrete.
10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
11: Manufacturers installation instructions shall be available on the job site at the time of inspection.
12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206- 431 - 3670).
13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
doc: IMC -4/10
M10-146 Printed: 12 -13 -2010
•
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
htto://www.ci.tukwila.wa.us
1
Mechanical Permit No. - to
Project No.
(For office use only)
MECHANICAL PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *please print **
SITE LOCATION
/ King Co Assessor's Tax No.:
Site Address: /2 "YY /I e/ _Cov>`� Suite Number:
Tenant Name: 4'2 lli' -, c.- Gll��.,- ('e,L feil---- New Tenant:
Property Owners Name: i' :#Z,. L A,iu/, -4/i/ �
Mailing Address: /6' ZS/ Syke- 7e -- goad sevf
((o)-30 '-1 'oo 1
Floor:
❑ Yes a..No
City
L✓4'
State
9g"/6G
Zip
CONTACT PERSON - who do we contact when your permit is ready to be issued
Name: e-Z1 Ck
5' 3/P ,4 5
Mailing Address:
E -Mail Address:
gic
Day Telephone:
City
Fax Number:
Zee,
98(3y
State Zip
0-06 25' z —aoc
MECHANICAL CONTRACTORINFORMATION
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
/f71f 7 7'
3-025 3/a' ,Ave s
Contractor Registration Number: /tfe- k //UC` 9 4/Z 1DL.)
9gify
City State Zip
Day Telephone: ZtXo - 8)3Z - ?O / 2-
Fax Number: Z°('- r3Z -3s -7q
Expiration Date: 3A/ a
ARCHITECT OF RECORD All plans must be stamped by architect of record
Company Name:
Mt/dpi ,'
Mailing Address: Z-2-0 / S' /7;A /fl/eNVe So lte /i(05- 50,A_
Q City
Contact Person: 'P ieit C- /■
E -Mail Address: Fax Number:
Day Telephone:
9 ,1/Z/
State Zip
O — qql - w3JZZ
20(, -fyz. -79/7
ENGINEER OF RECORD - All plans must be stamped by engineer of record
Company Name:
Lere s -9- 5?(
Mailing Address: `Yc9 T,-av✓ /Sf f:3
Contact Person: [c1 -' "/-e.d'l
City
A.,4 % ROO 7
State Zip
Day Telephone: ffZS 31e9- /(O/
E -Mail Address: Fax Number: '7' Zs - Y ` US- 7
H:' pplications\Forms- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc
Revised: 7 -2010
bh
Page I of 2
• •
Valuaiir, on of project (contractor's bid price): $ 5;Z _
Scope of work (please provide detailed information): A/e4/ /� vv� Gr G75 Oe�Q.7 J 4 7 e C
Use: Residential: New ❑ Replacement ❑
Commercial: New Replacement
Fuel Type: Electric
Gas ❑
Other:
Indicate type of mechanical work being installed and the quantity below:
Unit Type:
Qty
-Unit Type:
Qty
Unit Type:
Qty
Bioler /Compressor
Qty
furnace <100k btu
air handling unit
>10,000 cfm
fire damper
0 -3 hp /100,000 btu
furnace >100k btu
evaporator cooler
diffuser
3-15 hp /500,000 btu
floor furnace
ventilation fan connected
to single duct
thermostat
15 -30 hp /1,000,000
btu
suspended/wall /floor
mounted heater
ventilation system
wood/gas stove
30-50 hp /1,750,000
btu
appliance vent
hood and duct
emergency
generator
50+ hp /1,750,000 btu
repair or addition to
heat/refrig/cooling system
Incinerator — domestic
ethe meical
equipp menchant
air handling unit <10,000
cfm
incinerator — comm/ind
PERMIT APPLICATION NOTES
Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the permit center to comply with current fee schedules.
Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing
and justifiable cause demonstrated. Section 105.3.2 international building code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZ AGENT:
Signature:
Print Name: lsi"-/ . 14/.�.2A-
Mailing Address: 5Z7OS — 9I //VC— 5
Day Telephone:
City
Date: /04'z /o
22x. - 8 rz - 5 `fc
w,g 98r3y
State Zip
Date Application Accepted: I n
Date Application Expires: . 11— t
Staff Initials: 1 A k
H:\Applications\Forns- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc
Revised: 7 -2010
bh
Page 2 of 2
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone : 206-431-3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Parcel No.: 1623049001
Address: 12844 MILITARY RD S TUKW
Suite No:
Applicant: HIGHLINE MEDICAL CENTER
RECEIPT
Permit Number: M10 -146
Status: APPROVED
Applied Date: 10/13/2010
Issue Date:
Receipt No.: R10 -02488 Payment Amount: $489.85
Initials: WER Payment Date: 12/13/2010 02:55 PM
User ID: 1655 Balance: $0.00
Payee: MCKINSTRY CO
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 11317 489.85
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
MECHANICAL - NONRES
000.322.102.00.00 489.85
Total: $489.85
doc: Receiot -06 Printed: 12 -13 -2010
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
Parcel No.: 1623049001
Address: 12844 MILITARY RD S TUKW
Suite No:
Applicant: HIGHLINE MEDICAL CENTER
RECEIPT
Permit Number: M10 -146
Status: PENDING
Applied Date: 10/13/2010
Issue Date:
Receipt No.: R10 -02065
Initials: WER
User ED: 1655
Payment Amount: $122.46
Payment Date: 10/13/2010 03:33 PM
Balance: $489.85
Payee: MCKINSTRY CO
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 11132 122.46
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 122.46
Total: $122.46
doc: Receiot -06 Printed: 10 -13 -2010
5
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
/?)/a - /N'i'
Project;
Ai /“ L.;■ic ill /4' 7.
Type of Ins ection:
?
CS,- e i-..«/ /i7' < -✓ �_ / is
Address:
42 8 Lp-/ /17,7,-/-1
• c..
/
Date Called:
Special Instructions:
Date Wanted:,L%
Z /! /
1
/, /--
C.�tTr
Requester:
Phone No:
12 Approved per applicable codes.
Corrections required -prior to approval. % .
COMMENTS:
r>� ,-1(%' ,Jo107V 4- ;V'? /
CS,- e i-..«/ /i7' < -✓ �_ / is
47 kaei L, ✓N
/.ey ti
Date: l
l �
SPECTION FEE REQUIRED. Prior ja/next inspection. fee must be
id at 6300 Southcenter Blv .. Suite O. Call to schedule reinspection.
•
INSPECTION NO.
INSPECTION RECORD
Retain a copy-with permit
PERMIT Na
CITY OF TUKWILA BUILDING DIVISION °"'
6.300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Project: , r i &t4u N Mal
�} `�
Type of Inspection: F tin
Address: •
t 2g4• MtLtTA 9 R�
Date Called:
Special Instructions:
W ) t� -1 P bN1r -
,,l aG ov okx_
'Y
Date Wanted:
1Z- O- In
a.m
Requester:
Phone No:
o C 7 59(0- I 1 e
Approved per applicable codes.
Corrections required prior to approval.
❑ REIN 'ECTION FEE R QUIRED. 'rior to next inspection, fee must be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
•
if
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
MO —o
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION R
6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
Pro' fit: t
Typ : cdtk of Inspectio
A dress
Date Called:
Special Instruc ions:
Date Wanted ` rl
���_ l a
a.m.,
p.m.
Requester:
Phone No:
Approved per applicable codes. ll Corrections required prior to approval..'.
COMMENTS:
R INSPECTION FEE REQU tED. Prior to r ext inspection. fee must be
id at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
instry
re Of raw Banditti
Readings By: CJ
Test Conditions:
Date:
7)/o- / '-/'
1/3/2011
Air Outlet/Inlet Test Report
Project: Highline Hospital - CT Scan Room
Project Number: # Here
System:
HP - 1
Sup. - Area
Served
No.
Type
Size
Design
Cfm
Preliminary Cfm Readings
Final
Cfm
Percent
Design
Remarks
A
8
C
CT Scan Room
1
CD
10"
-3 55
301
350
CT Scan Room
2
CD
10"
355
3T3
365
CT Scan Room
3
CD
10"
355
3 `8 C
37'1
1 1
CT Scan Room
4
CD
10"
355
343
370
5
Total: 141?-0 /L1Scl
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Total: i ''f 11-i5 �1
Ret. - Area
Served
No.
Type
Size
Design
Cfm
Preliminary Cfm Readings
Final
Cfm
Percent
Design
Remarks
A
8
C
C.1- i;,c.., ;,;1-1
1
R6-
67Li'5c "
635
s ,li
600
2(5-
ay,,ic,,
635
ti�
5� g
1a
3
t�Ic.
MA
'50
'1Liq
310
1 1
4
5
Total: 141?-0 /L1Scl
Remarks:
0)14.n:r.,vM o .4- ) i0 :i e4c(- • pp
.Se�" 7y ivwES4-
.3)0J R- Z' niA 'is a c cl c v 1 4 . o 1 5A- - RA- ; o3.4
Pos
Readings By: CJ
Test Conditions:
Air Apparatus Test Report
Project: Highline Hospital - CT Scan Room
Project Number: # Here
Date: 1/3/2011
System:
HP - 1
Unit & Fan Data
Motor & Drive Data
Make
Unit Type
Model Number
Serial Number
Unit Location
Unit Services
Fan Type
Fan Arrangement
Fan Discharge
Unit Discharge
Unit Filter Data
Unit Filter Data
Trane
Make & Frame
HP & RPM
Voltage & Phase
F.L.A. & S.F.
Motor Sheave Make
Model No. & Bore
Operating Diameter
Fan Sheave Make
Model No. & Bore
Centerline Distance
No. of Belts & Size
Belt Adjustment
AttrU4by^
56
Roof Top Package Heat Pump
6
/745
t�SCOL WE 3 RDAOKLOcccoccaxv 6
a00 -`c730/tibU
3
lb; -VII 7 6 g L-
9-0-5.0/1.5
/<. 549
Roof
3 a/LM . n�
CT Scan Room
/ V I--- 311
5A
Forward Curve - Centrifugal
3.0 7. a
DWDI
g ro-- a.e,
Horizontal
4L q
3 ft
/9
Horizontal
h
( ) c;10" )L 30" y 44 Plr 4►64
1
. AX 36
—
AA • CA
Performance Data Design Actual
Static Pressure In Out
Total Cfm
Fan Rpm
Return Air Cfm
Outside Air Cfm
Total Static Press.
External S.P.
Bhp (Approx.)
Inlet Vane % Open
VSD - Hz.
Damper % Open
n „tom ;,�a / Qa►,,, -.,
14 175Q0'
l H 59
Filter Dp
Cooling Coil Dp
Heating Coil Dp
Dx Coil Dp
Fan Total
External Total
Corrected F.L.A.
O. A Full Flow Amps
0 .
0, ?-3
0. u 3
NA
cf K3
DNA
DNA
DNA
I")1 vim.
(P 4-'9
DNA
DNA
DNA
150
3 P 0
0. Al
0.31
0. 03
NA
0.919
'& . 1,
U 5. 5i
r
U . 19
0.75
J. 7 ,
!0. ;i.0
d Si(
0. 73
NA
Amps - Actual
VOLTS - Actual
DNA
a-- 99
4_a 7
DNA
6-1-' "d -7
g O 1
NA
NA
01-, �5
Remarks:
= Does Not Apply / NA = Not Accessible
•
EQUIPMENT START UP SHEET ...
JOB NAME: JOB #: E O ' 7 DATE: / 'r '
UNIT #: MANUFACTURER:
MODEL #: r 3 00 ,--#, -. ,t
SERIAL #: 1
TYPE OF UNIT: - ,- -ia:?;,_' e:.4:' :,.. t_ nrill?. )(5
LISTED VOLTAGE: 2- `"��'' - -" PHASE: ,. MEASURED: A -B .2, A -C 2 "L' B -C `� `"
of
a WIRING CONNECTIONS CHECKED FOR TIGHTNESS Z1 TRANSFORMER SECONDARY VOLTAGE "" '��
FILTERS: QUANTITY: K-- SIZE: -;:`.'t 2 '1 TYPE: 7:2"1"4 '-
CONDENSATE TRAP INSTALLED$ SHIPPING BLOCKS REMOVED i
ECONOMIZER OPERATION CHECKED �i ENTHALPY SETTING A B tt✓i D
A,
VERIFY BELT TENSION & ALIGNMENT U' CHECK FAN ROTATION UV-
-Z.0
'' A C ''' i�' B -C = �' INDOOR FAN: VOLTAGE LISTED PHASE. --= ACTUAL: A -B
AMPERAGE LISTED ear ACTUAL: A B 2.' `'� C ` ''y
:/ 1/ .
MOTOR FRAME #• �' PULLEY SIZE: 1 / 1- HP / SPEED OR RPM -' --'
/
FAN SHAFT SIZE: �� '7 PULLEY SIZE: 1r'L�r i /`
CENTER BETWEEN SHAFTS 7
i -'7 r j
BELT SIZE. A x �'�G' QUANTITY / BEARINGS GREASED ❑ A.)14--
OUTDOOR FAN MEASURED VOLTAGE Cl MEASURED AMPERAGE
COMPRESSOR: VOLTAGE LISTED -6"� PHASE: - ACTUAL: A -B �-� L! A -C B -C
AMPERAGE LISTED: / ('- . ACTUAL: A +C • `S B l '' C `
REFRIGERANT TYPE: ?-410/1 AMOUNT IN SYSTEM f I c-
SUCTION P ES./TEMP.: -r' / 3 '\ LIQUID PRES./TEMP • t 75 / 7 k:4
rt .4 '7 u
SUPPLY AIR TEMP.: R.A. TEMP.: - O.D. TEMP.•
RUNNING'
GAS MANIFOLD PRESSURE LISTED:
CONTROLS: BRAND: TYPE' PROGRAMMED YES NO
MODEL #• ACCESS CODE. PERSON SCHOOLED'
REMARKS:
-Pz i
i•
f0.51— -�?f`.
' -.y
,l -7 �i.riil f
MECHANIC'S NAME: TRUCK #: REVIEWED BY:
White - Job File Canary - Project Manager Pink - Superintendent (ESUS0207)
Collons + Smith Structural Engineers, Inc
485 Front Street, F -3 • Issaquah, WA 98027
p: (425) 369 -1101 • f: (425) 369 -1157
414,„ 44.4)
Highline Medical Center
Specialty Campus
CT Replacement
Structural Calculations
Owner: Highline Medical Center
12844 Military Road South
Tukwila, WA 98168
Architect: Northwest Architectural Company
2201 Sixth Avenue, Suite 1405
Seattle, WA 98121
Structural
Engineer: John Smith, P.E., S.E.
Job #: 10 -087
Date: September I5, 2010
frl to -10
REVIEWED
CODE E COMPLIANCE
Agort OvED
DEC 10 2010
BUILD G of DIV Tukwila
RECEIVED
OCT 13 2010
PERMIT CENTER
HMC CT Replacement
Permit Submittal
9/14/2010
Page 2 of 34
Summary
These calculations have been prepared to check the roof framing for the added weight
of a roof - mounted, packaged heat pump unit. The heat pump weighs 600 pounds,
along with an allocation of 500 pounds for the duct and in- linefilter box. Our
findings are that the existing roof can safely support the load of the new unit. An
added panel is required on the two joists supporting the unit. The added panel point
requirements can be found on the project architectural drawings.
Do to the light weight of the roof top package unit and the specification of fasteners
every twelve inches around the perimeter of the curb, seismic anchorage is ok by
inspection.
A new 52" x 20" hole will be required in the existing concrete roof to accommodate
the ductwork. A 4" square, tube steel strongback will be added to support the
resulting unsupported corner at the new slab opening.
HMC CT Replacement
Permit Submittal
9/14/2010
Page 3 of 34
Project Architectural Drawings
o\
E70STWO COMBUSTION
AIR oUTIET
- E%ISTINO NVAC UNIT
oaSTWO NVAC UNIT
oaSTINO EXHAUST VENT / /
OHVAC PLAN - LEVEL 1
Scale: 1/4" = 1' -0"
si
1.
2
71 ED -
CD
CO A n 2.
Cn o (7
O -• cn —I
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3.�
3
CD
3
OWEST WING FIRST FLOOR LIFE/SAFETY PLAN
Scala 1 /D' - Y -L•
WOE DATA
a, COSIOXXO 196
=MOM TOO
a11O01a MO
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MOM 0 MOM
ROM AMY
WIT ISO.. TM FA Flo MOM
O l∎ M MDOM Olt MOW
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MD W IT 107171007 • Aw V.
CODE PLUI GENERAL NOTES
1. O ROM WOG 1a aaaat .. L m[ •7000
T. MMIm-YR MO MUMS
M MIME YO Offal R Inc
• O. ASARCO p W ao AO 000MiT am uan Rahn
a• `i. 7Z AZIL L IMO 00'1101770 on sofa In05
7. MOO10 R .4.7771 OA MOI W e Rol ml OO
PLAN LEGEND
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Ia•�9a AAUO 1R w7a
ia.+aii1'"ii'a' b I10V1a1 Ro XS
ozumar
p 1 mamma NIL DN11OmA
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MIIl-IRWaaOR101W1L'Ma �tM Oo
�[IOOIRtOafi OIKOOMOa x100 OI
OKEY PLAN
NOT TO SCALE
FIFTH FLOOR LIFE/SAFETY PLAN 0
REVISIONS
ARCHITECTURE
�- 77147017
01.1
— i17)a,(0
WORM
HMC CT Replacement
Permit Submittal
9/14/2010
Page 7 of 34
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41- 1.=11= 11=11 =11. 11= 11. °.IL °.11 1-411 =1
1= 11= 11.= 11= 11.- 11.= 11.= 11. -11= 11.='.'.11.= 11 =11:
11.= 1.= 11.= 11. =11= 11.-11- 11-11=11=M11=11
1 =11= 11-11= 11= 11. -11= 11-11= 11= 11.= 11 =11:
IW
1=11=111=11=11=11=11=11=11=11=11=1
1=11 =11 -11- 11.-11 -11- 11=11-11`11 =11 -11.
11= 1 =11 -1L 11 =11 11=11 -u -11= 1 11 =1
1= 11= 11.= 11= 11= 11.= 11= 11.= 11= 11= 11 =11 =11
11= I =11= 11= 11= 11.= 11= 11 =11= 11 =11
1 =11 =11 11= 11 =II. ,11- 11-11.-11= 11 =11 =11.
a11= 1 =11= 11 11 =11= 11- 11= 11 =11-= 11=
: 11.X11.= 11= 11. =11.= 11=11= 11=11= 11.x.11 -11.
HMC CT Replacement
Submittall 0 10
Page 8 0?34 0 L
/-7 V'' OP, itoin
\01M
6t4-no X21. I )r 14 CR C'OP IscoA5
11.. 1 /...00
rrTO 01
\
\%7
• ( 1002>
641-4.1121
12M1 Pgr110/1)
PAW .AIDR 1117 P19
MN W. 13.12 IVALUI
JILJR
A O PARTIAL BLDG SECTION a RAD ROOM 121
swatµ' -1-0'
' TYP CABLE THROUGH WALL
1 O PENETRATION FIRESTOP SYSTEM
r ti" lv am1 .x711 .41
�n 1w m..An.
o�sw 1.Rm
NM RIMY C. LL MOO 1.1191
TYP PIPE OR CONDUIT THROUGH WALL
2 PENETRATION FIRESTOP SYSTEM
C.. r.re "•'
1:2=1411."4 102=1.02=1:027T
PARTIAL BLDG SECTION 51 RAD ROOM 121
OSHIELDING DETAIL JOINT
a•' r.r-r
RAN OR SECTION
A� pp__ m
von OCONDUIT ENTRANCE 51 SHIELDING O CONCRETE FLOOR INFILL
D949 s-r-V CAL 1- Ia-1.4
PARTIAL BVKDN0swum
INTERIOR DUALS •
•
REVISIONS
iE
ARCHITECTURE
3
m
HMC CT Replacement
Permit Submittal
9/14/2010
Page 10 of 34
Correspondence
HMC CT Replacement
PerPnagebiniOil 2
9/14/2010
Page 11 of 34
John Smith
From: John Smith
Sent: Tuesday, September 07, 2010 2:53 PM
To: 'Steven Wescott'
Cc: Jared Robillard
Subject: RE: HMC CT Relocate - HP -1 and Project Schedule
Ok. Thank you both.
John Smith, PE, SE 1 Principal
Collons + Smith Structural Engineers
From: Steven Wescott [mailto :SWescott@NACARCHITECTURE.com]
Sent: Tuesday, September 07, 2010 2:50 PM
To: John Smith
Cc: Jared Robillard
Subject: FW: HMC CT Relocate - HP -1 and Project Schedule
John,
I just confirmed with Hargis that this is the correct unit.
Heat Pump Unit weight is 600 lbs.
Filter Box weight is 100 lbs.
Roof Mounted Ductwork is 400 lbs.
From: Jared Robillard [mailto:JaredR @Hargis.biz]
Sent: Thursday, August 26, 2010 8:34 AM
To: Steven Wescott
Subject: FW: HMC CT Relocate - HP -1 and Project Schedule
Steve,
See below.
Tha nks,
Jared Robillard, PE, LEED® AP
Mechanical
HARGIS ENGINEERS
600 Stewart Street
Suite 1000
Seattle, WA 98101
www.hargis.biz
d 1 206.859.5383
o 1 206.448.3376
f 206.448.4450
From: Jared Robillard
Sent: Tuesday, August 10, 2010 8:42 AM
To: 'Dan Jardine'; 'SWescott@NACARCHITECTURE.com'
Cc: Trevor Welch •
Subject: HMC CT Relocate - HP -1 and Project Schedule
Dan,
9/8/2010
Pertnnh At��jj
WAiwent
9/14/2010 LL
Page 12 of 34
Steve,
See attached information for HP -1. I have noted the single point electrical connection requirements and total
weight. An additional weight allowance of 100 lbs. should be included for the filter box and an allowance of 400
lbs should be included for roof mounted ductwork. Please communicate this information with the structural
engineer.
The budget for HP -1 is $5,400 for the unit itself, not including installation.
What is the current schedule for the project? Is the draft schedule dated 7/22/10 still current? What date are
we shooting for to complete the drawings? Do you have roof plan in .dwg format?
Thanks,
Jared Robillard, PE, LEED ®AP
Mechanical
HARGIS ENGINEERS
600 Stewart Street
Suite 1000
Seattle, WA 98101
www.hargis.biz
d J 206.859.5383
o 1206.448.3376
f J 206.448.4450
9/8/2010
HMC CT Replacement
Pet -4140 ii 2
9/14/2010
Page 13 of 34
John Smith
From: John Smith
Sent: Wednesday, August 11, 2010 1:19 PM
To: 'Dan Jardine'
Cc: Steven Wescott; Jared Robillard
Subject: RE: HMC CT Relocate - HP -1 and Project Schedule
Ok. I did notice Jared's recommendations for consideration of added weights below.
John Smith, PE, SE I Principal
Colions + Smith Structural Engineers
From: Dan Jardine [ mailto :djardine @NACARCHITECTURE.com]
Sent: Tuesday, August 10, 2010 5:42 PM
To: John Smith
Cc: Steven Wescott; Jared Robillard
Subject: FW: HMC CT Relocate - HP -1 and Project Schedule
John — Here is some initial information about the rooftop unit for the CT Relocation. Don't proceed until
we give you final information about the location and penetrations.
esig- logo_nac
Daniel C. Jardine, AIA, LEED AP, Principal
www.nacarchitecture.com
P 206 441 -4522
F 206 441 -7917
From: Jared Robillard [mailto:JaredR @Hargis.biz]
Sent: Tuesday, August 10, 2010 8:42 AM
To: Dan Jardine; Steven Wescott
Cc: Trevor Welch
Subject: HMC CT Relocate - HP -1 and Project Schedule
Dan,
Steve,
See attached information for HP -1. I have noted the single point electrical connection requirements and
total weight. An additional weight allowance of 100 lbs. should be included for the filter box and an
allowance of 400 lbs should be included for roof mounted ductwork. Please communicate this
information with the structural engineer.
The budget for HP -1 is $5,400 for the unit itself, not including installation.
What is the current schedule for the project? Is the draft schedule dated 7/22/10 still current? What
date are we shooting for to complete the drawings? Do you have roof plan in .dwg format?
Thanks,
Jared Robillard, PE, LEED® AP
8/11/2010
1
Mechanical
HARGIS ENGINEERS
600 Stewart Street
Suite 1000
Seattle, WA 98101
www.hargis.biz
d 1 206.859.5383
o 1 206.448.3376
f 1 206.448.4450
R/11/2010
HM CT Rplac Went
PereggeaNAM L
9/14/2010
Page 14 of 34
HMC CT Replacement
Permit Submittal
9/14/2010
Page 15 of 34
Rooftop Unit Data
'ELECTRICAL / GENERAL DATA
HMC CT Replacement
Permit Submittal
9/14/2010
Page 16 of 34
Electrical
GENERAL (2m61
Model
Unit Operdirg Voltage:
Unit Primay Voltage
Und Secondary Voltage:
Lind Hertz:
Una Phase:
WSC048E
167 -256
208
230
60
3
Oversmed Motor
MCA N'A
WS: NA
it N'A
VN7H HEATER
Heiler kW Rating : 13.1/1
Stage 2
MCA: 72
MFS 80
MCB 801100.0
679.9
480.0
SEER
13.0
Stardard Motor
Field Irstdled O'ersiaed Motor
Ovesized Nbtor Field IrstalledOverseEdMobr
Mminum Circuit Anpadty:
27.5
MCA
N'A
MCA: MCA
Maximum Fuse Sze:
40.0
WS:
N'A
MFS MFS:
Maximum(HACFi) aicritBreaker.
400
MC@
N'A
MC B: Mca
INDOOR MOTOR
Sardaid Motor
Outsized Motor Field Instilled Oversized Motor
Number: 1
Nunber: N/A IWmba: N/A
Motor Speed (RRM): 1.0
Motor Speed (RRM): N/A Motor Speed (RRM): N/A
1-brsepowe: —
Horsepower N/A I- brsecowa: WA •
Phase: 3
Phase: N/A Phase: N/A
FJI Load Amps 53
Full Load Amps N/A Frit Load Amps WA
Locked Rota Amps: 322
Locked Rotor Amps: N/A Locked Rota Amps: WA
COMPRESSOR arcuit1 /2
OUTDOOR MOTOR
Nrmba: 1
Number. 1
Fbrsepowa: 3B
Horsepower. 0.40
Phase: 3
Mdor Speed (RRM): 1075
Rated Load Amps 16.0
Phase: 3
Locked RotorAm{s: 91.0
Full LoadAnps: 2.5
Lacked RatorAmps 6.6
POJVER EXHAUST ACCESSORY 131
R LTERS
REFRIGERANT (2)
(Field Installed Power Exhaust)
•
Type R410
Phase: WA
Type Throwaway
Pbrsepowe : NIA
Yes
Factory Chage
Moto Speed (RPM): N/A
shed
Nbmbe- 2
Cirut #1 9.41b
Fill Load Amps: N/A
Pecanmended 20'St30'k1"
Chit f2 N/A
Locked Rotor Amps: WA
NOTES:
1. Maxi r um (I-IACR) Circuit Breaker sizing is for insta2dionsinthe thited States arty.
2 Refrigerart charge is an approxi mate vdue Fora rare predsevdue', see wit nameplate and service instudiars.
3 Vata does not include PoverExhatstAccessory.
4. Vd ue ircludes wersized motor.
5 Vdre does not induce Raver ExharstAcessory.
fi EER is riled d ARI conditions and in acct dance wth DOE last procedures
Page 4
e
PACKAGED HEAT PUMP
CORNER WEIGHT
(Weight
HMC CT Replacement
Permit Submittal
9/14/2010
Page 17 of 34
INSTALLED ACCESSORIES NET WEIGHT DATA
NOTE:
1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY.
2 TO ESTIMATE SHIPPING WEIGHT ADD5 LBS TO NET WEIGHT.
3. BAS ICUNIT WEIGHT DOES NOT INCWDEACCESSORY WEIGHT. TO OBTAINTOTAL
WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNT WEIGHT.
4. WEIGHTS FOR OPTIONS KDT USTED ARE >5 LBS.
PACKAGED HEAT PUMP
RIGGING AND CENTER OF GRAVITY
Page 5
ACCESSORY
WEIGHTS
ECONOMIZER
26.0Ib
MOTORIZED OUTSIDE AIR DAMPER
MANUAL OUTSIDE AIR DAMPB
BAROMETRIC REUEF
OVERSIZED MOTOR
N/A
BELT I3tIVE MOTOR
POWER EXHAUST
N/A
HEATER
15.0Ib
THROUGHT TI-E BASE ELECTRICAL ( FLOPS)
8.0 Ib
UNT MOUNTEDCIRCUT BREAKER (FLOPS)
UNT MOUNTED DISCONNECT (FIOPS)
5.O Ib
POWERED CONVE NENCE OUTLET (F 0 PS)
HNGED DOORS (FOPS)
10.0Ib
HAIL GUARD
SMOKE DETECTOR, SUPPLY / FETURN
ROOF CURB
61.0Ib
BASIC UNIT WEIGHTS
CORNER WEIGHTS
CENTER OF GRAVITIY
SHIPPING
NET
181.0 Ib
O
115.0 Ib
(E) LENGHT
(F) WIDTH
600.0 Ib
525D Ib
109.0 Ib
1 1119.0
Ib
29'
20"
NOTE:
1. CORNER WEIGHTS ARE GIVEN FOR INFORMATION ONLY.
2 TO ESTIMATE SHIPPING WEIGHT ADD5 LBS TO NET WEIGHT.
3. BAS ICUNIT WEIGHT DOES NOT INCWDEACCESSORY WEIGHT. TO OBTAINTOTAL
WEIGHT, ADD ACCESSORY NET WEIGHT TO BASIC UNT WEIGHT.
4. WEIGHTS FOR OPTIONS KDT USTED ARE >5 LBS.
PACKAGED HEAT PUMP
RIGGING AND CENTER OF GRAVITY
Page 5
HMC CT Replacement
Permit Submittal
9/14/2010
Page 18 of 34
CLEARANCE F ROM TOP OF UNIT 72
CLEARANCE 36"
CLEARANCE 36"
CLEARANCE 37"
PACKAGED COOLING CLEARANCE
40"
68 3/16"
DOWNFLOW -ROOF OPENING
44 1/2"
Page 6
HMC CT Replacement
Permit Submittal
9/14/2010
Page 19 of 34
MAW
ACCESSORY - RCOF TOP CURB
2215/16
149/16' 1"
1"
61 314
163/4" 1"
1713/16"
26 3/16'
ACCESSORY -ROOF TOP CURB
Page 7
WANE
EVAPORATOR
SECT°NACCESS PANEL
CONDENSATE DRAN (ALT)
3/4'-14NPT DAI. HOLE
35/8' 14" - 91N" f-"- 151/2" --
L
4"
24"
}
RETURN
ti
4 3118"
231a- rs
\THROUGH
THE BASE
CONDENSATE
UNIT CONTROL WARE 7/8" DA. HOLE
SERVICE GAUGE PORT ACCESS 13/8 "DW. HOLE
UNIT POWER WRE
CONTROL AND COMPRESSOR ACCESS PANEL
2" ELECT KCAL CONNECTION
(SINGLE POINT PON.ER WHEN HEAT INSTALLED)
ISOMETRIC- PACKAGED COOUNG
THROUGH THE BASE ELECTRICAL
(REQURES FACTORY INSTALLATION)
2 13/16"
J
47/8' -'-
5 1 /16• --t
DOWN FLOW - PEN ETRATION
7
w.. 1 7 RETURN
w%; 1 SLPPLY
143/4'.
171/4"
CONDENSATE
697/8"
87/8 "r - 131/4'
H OR IZ ON TAL- PENETRATION
bb
311116"
231/4"
43/4"
33/16"
AIRFLOW
361/4"
M1
0 IIHII!1
4 U4"
5 916"
758"
RIGHT - PACKAGED COOLING
HMC CT Replacement
Permit Submittal
9/14/2010
Page 20 of 34
HORIZONTAL
AIR FLOW
Page 1
171/4"
CONDENSATE
697/8"
87/8 "r - 131/4'
H OR IZ ON TAL- PENETRATION
bb
311116"
231/4"
43/4"
33/16"
AIRFLOW
361/4"
M1
0 IIHII!1
4 U4"
5 916"
758"
RIGHT - PACKAGED COOLING
HMC CT Replacement
Permit Submittal
9/14/2010
Page 20 of 34
HORIZONTAL
AIR FLOW
Page 1
4 U4"
5 916"
758"
RIGHT - PACKAGED COOLING
HMC CT Replacement
Permit Submittal
9/14/2010
Page 20 of 34
HORIZONTAL
AIR FLOW
Page 1
HMC CT Replacement
Permit Submittal
9/14/2010
Page 21 of 34
Check Existing Joist for Added Weight
of Unit
f fix: Via. x ?6ei
collons smith
structural engineers
485 Front Steet N • Suite F -3
Issaquah, WA 98027
p: 425.369.1101 • E 425.369.1157
HMC CT Replacement
Permit Submittal
9/14/2010
Page 23 of 34
:3h?!' dares
�1I11 L1.17
,�J,� UM" Ovr
1 /4“
Por- PUGt
k 19 - , 412 (5) a- 25* =, d71 /kip,
bik 're , ( /
,GAS Pf • s961
6)1011-
olesi
ediv s/ww eageAr zr- • dr (tif:s) 4/0
Avdo 005 SNIT • Zi'v -/Jet
' � �l
/41) "J' /off
�I�v
cpllons + smith
structural engineers
'485 Front Steet N • Suite F -3
Issaquah, WA 98027
p:425.369.1101 • f: 425.369.1157
HMC CT Replacement
Permit Submittal
9/14/2010
Page 24 of 34
14-1-14- f/-ts--/
4)/lam,
/1&=. a 7/ A M/SleC/7011
qkAVJ /0¢ tS OsX
del i71l uw'
HMC CT Replacement
Permit Submittal
STANDARD LOAD TABLE
OPEN WEB STEEL JOISTS, H. SERIES
Based on Allowab ,/a9trr soc#f 0,000 PSI
Adopted by the Steel Joist Institute and American Institute of Steel Construction Inc , Oc ober 1, 1974
The black figures in the following table give the TOTAL-safe
uniformly distributed load- carrying capacities, in pounds
per linear foot, of H- Series Steel Joists. The weight of
DEAD loads, including the joists, must be deducted to
determine the LIVE load- carrying capacities of the joists.
...The load table may be_ used for_parall_ei.chordjoists installed
to a maximum slope of Y2 inch per foot.
The figures shown in blue in this load -table are the LIVE
loads per linear foot of joist which will produce an approxi-
mate deflection of 1/360 of the span. LIVE loads which
will produce a deflection of 1/240 of the span may. be...
obtained by multiplying the figures in blue by 1.5. In no
case shall the total load capacity of the joists be exceeded.•"
Tests on steel joists designed in accordance with the
Standard Specifications have demonstrated that the Stan-
dard Load Tables are applicable for concentrated top chord
loadings (such_ as are developed in bulb -tee roof construc-
tion) when the sum of the equal concentrated top chord
loadings does not exceed the allowable uniform loading for
the joist type and span and the loads are placed at spacings
not exceeding 33" along the top chord.
LOADS ABOVE THE COLORED LINES ARE
GOVERNED BY SHEAR.
Joist Designation
8H3
10113
10114
12113
12114
12115
12H6
H3
14H4
14H
14116
14H7
16114
16H5
16116
16117
16118
Nominal *Depth (in.)
8
10
10
12
12.
12
12
14
14
4
14
14
16
16
16
16
16
Resist. Moment (In: lbs.)
91,000
116,000
148,000
140,000
180,000
222,000
260,000
165,000
212,000
259,000
307,000
369,000
221,000
289,000
344,000
413,000
478,000
Max. End React. (lbs.)
2400
2500
2800
2800
3200
3600
3900
3200
3500
3800
4200
4600
3800
4300
4600
4900
5200
tApprox. Wt. (Ibs. /ft.)
5.0
5.0
6.1
5.2
6.2
7.1
8.2
5.5
6.5
7.4
8.6
10.0
6.6
7.8
8.6
10.3
11.4
Span in Feet
1 8
600
9 .
533
10 •
480
460
500
560
11
436
345
455.
509
12
400
266
417
467
467
533
600
650
13
359
209
385
337
431
417
431
492
554
600
14
310
167
357
270
400
334
400
393
457
514
557
457
500
543
600
657
15
270
-136
333
219
. 373
- 271
373
320
427
418
480
520
427
467
507
560
613
16
232
112
302
181
350
223
350
264
400
345
450
. 404
488
480
400
366
438
475
525
575
475
538
575
613
650
17
268
151
329
186
323
220
376
287
424
.337
459
400
•
376
305,
412
398
447
494
541
447
506
541
576
612
18
239
127
305
157
288
185
356
242
400
284
433
337
340
257
389
336
422
393
467
511
422
413
478
511
544
578
19
214
108
273
133
259
157
332
206
379
241
411
286
305
218
368
285
400
334
442
399
484
470
400
351
453
432
484
516
547
20
193
92
247
114
233
135
300
177
360
207
390
246
275
187
350
245
380
287
420
342
460
403
368
301
430
370
460 '
437
490
520
21
212
117
272
152
336
179
371
212
249
162
320
212
362
248
400
295
438
348
334
260
410
320
438
377
467
454
495
22
193
101
248
133
306
155
355
185
227
141
292
13.4
345
215
382
257
418
302
304
226
391
278
418
328
445
395
473
454
23
176
89
227
116
280
136
328
162
208
123
267
161
326
189
365
225
400
265
279
198
364
243
400
287
426
346
452
398
24
162
78
208
102
257
120
301
142
191
108
245
142
300
166
350
198
383
233
256
174
334
214
383
253
408
304
433
.353
25
176
96
226
125
276
147
327
175
368
206
236
154
308
190
367
224
392
269
416
310
26
163
209
255
1056
354 3
137
285 69
199
377
275
27
151
194 99
237
281
164
202
264
315
363
246
28
140
68
180
89
220
104
261
125
314
147
188
110
246
135
293
159
350
192
371
220
29
.
175
99
229
121
273
143
327
172
359
198
30
164
89
.214
110
255
129
306
156
347
179
31
153
81
200
99
239
117
287
141
332
162
32
144
74
188
90
224
107
269
128
311 •
148
See page 20 for notes
19
to-14)L01,
wo-ov 46124,14
eron4
AM' 01)12-5
7- *VOX 0 /1011445
thTh @) */'td slt&VA/eag
4ar- Meg* 64/wig% c 1114
1,44
IIRAMIll i1 7'V
111111ffirAill /11111K_
I 14 vt, V1, OA'
Th-De&14-
111-4 14"' •
bei117/116/AftegG, cirCre
TrP 4 eT04.1
4/0/V Viae ceblio4.5/vie. 050n)
"1/117- 41* if 05
Axis N, x/Xi//e,
IV d-ei-&s
HMC CT Replacement
Permit Submittal
9/14/2010
Page 27 of 34
New Concrete Roof Opening
csollons + smith
structural engineers
.485 Front Steet N • Suite F•3
Issaquah, WA 98027
p: 425.369.1101 • f: 425.369.1157
HMC CT Replacement
Permit Submittal
9/14/2010
Page 28 of 34
M/C -pey////t/
vv 40z (i) .Rio
4,41
)74 4rno/e
, O (400
s- 5‘1Prao
08s 54 /.S'-- ///4 p
/ id ( /,r) f/ T ,.4 r
bq/zi dmf r-, /)
ii�l5 l5 1J1� ft6477Vf
4l�'�i �� ! S NaT ��UOarr�r/ �a� /&M-
#0n 47Xe4 92/m
NW/I ff/e5 OP -T7 4 m54.
460- t(1..= q4.41 t 1417 ri/f4./
"1/4-)::,,96, IS-
S met= Oclfil- A9nt x/93 m ¢
Ofen %n L
es6
4'4 ;4-v toss.
by ,40 /-�10
t,Us _ .mzr
sozr
coilons + smith
structural engineers
.485 Front Steet N • Suite F -3
Issaquah, WA 98027
p: 425.369.1101 f: 425.369.1157
CT Replacement
Permit Submittal
9/14/2010
Page 29 of 34
y�l = , 097
(yt•/ /,o
q
/ fr-
HMC
41/
la 5
�tj yIIt S1./h°ites
RP, /
AC° 11,04-1
to "tviru,
10\ 4114.
/Pt/
VA" 0.-rim Ituoi
Ittiew ev
elY~E.,0
0 •
-
HMC CT Replacement
Permit Submittal
3PP
10 4 144
64 bp^ (moth- et 10)
#1,41-911too-
is 011444"0 .re
64 t# erws
IA" 172-
HMC CT Replacement
Permit Submittal
9/14/2010
Page 31 of 34
Existing Building Structural Drawings
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• •
ity fr r o
��_' Jim Haggerton, Mayor
Departine - t of Community Development Jack Pace, Director
October 27, 2010
Rick Zehner
McKinstry
505 3rd Av S
Seattle, WA 98134
RE: Correction Letter #1
Mechanical Permit Application Number M10 -146
Highline Medical Center —12844 Military Rd S
Dear Mr. Zehner,
This letter is to inform you of corrections that must be addressed before your mechanical permit can be
approved. All correction requests from each department must be addressed at the same time and
reflected on your drawings. I have enclosed comments from the Building Department. At this time the
Fire Department has no comments.
Building Department: Allen Johnson at 206 433 -7163 if you have questions regarding the
attached memo.
Please address the attached comments in an itemized format with applicable revised plans,
specifications, and /or other documentation. The City requires that two (2) sets of revised plans,
specifications and /or other documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every
resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person
and will not be accepted through the mail or by a messenger service.
If you have any questions, please contact me at (206) 431 -3670.
Bill Rambo
Permit Technician
encl
File: M10 -146
J�r
W:\Permit Center \Correction Letters \2010\MI0 -146 Correction Letter #1.DOC
6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665
•
Tukwila Building Division
Allen Johannessen, Plan Examiner
Building Division Review Memo
Date: October 18, 2010
Project Name: Highline Medical Center
Permit #: M10 -146
Plan Review: Allen Johannessen, Plans Examiner
The Building Division conducted a plan review on the subject permit application. Please address the
following comments in an itemized format with revised plans, specifications and /or other applicable
documentation.
(GENERAL NOTE)
PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size).
(If applicable) Structural Drawings and structural calculations sheets shall be original signed wet
stamped, not copied.)
1. The engineering specifies bolting and welding of additional structural steel members. Provide a
special inspection table that specifies all special inspections for this project.
2. The code data on the cover sheet references correct building codes, however on M 0.2 Non- structural
Mechanical Component Notes, the outdated 2006 Building code notes are referenced. Revise the
notes to reference the current 2009 codes with changes to the code language to be consistent with the
current building codes.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
1110ektiMIT COORD COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M10 -146 DATE: 11/24/10
PROJECT NAME: HIGHLINE MEDICAL CENTER
SITE ADDRESS: 12844 MILITARY RD S
Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # after Permit Issued
DEP RTMENTS:�I
j l ing Division
Public Works
4
n
Vv
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete ❑
DUE DATE: 11/30/10
Not Applicable
U
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Building
Please Route IF:f
REVIEWER'S INITIALS:
Structural Review Required ❑ No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
DUE DATE: 12/28/10
Not Approved (attach comments) ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
•
•
�, '��: - COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M10 -146
DATE: 10 -13 -10
PROJECT NAME: HIGHLINE MEDICAL CENTER
SITE ADDRESS: 12844 MILITARY RD S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Issued
DEPAR MEN S: iter1,61
Building 'vision
Public Works
Ay\ NA--
Fire Prevention
Structural
otif,--( 0
El
Planning Division
Permit Coordinator
n
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -14 -10
Complete
Incomplete
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Please Route
Structural Review Required
No further Review Required
n
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved n Approved with Conditions
DUE DATE: 11-11-10
Not Approved (attach comments) X
Notation:
REVIEWER'S INITIALS: DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: t0-4).-.}-1 0
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
Ch of Tukwila
Steven 11 A9ullet, Aicn'or
Department of Community Development
6300 Southcenter Boulevard, Suite #•100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 -131 -3665
Web site: http:t/wu'w.ci.tukwikr.wa.us
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center, Revisions• will not he accepted throng/
the snail, fax, etc.
Mio- 14(
Date: Plan Check/Permit Number: =
❑ Response to Incomplete Letter #
Response to Correction Letter # 1
[1 Revision # after Permit is Issued
17
Revision requested by a City Building Inspector or Plans Examiner
Project Nance: Highline Medical Center
Project Address: 12844 Military Rd S
^rry n c LA
NOV 24 2010
''EF M17 CENTER
Contact Person: VW- 1-6 11 f" Phone Number: 7 ' Q 2-
Summary of Revision:
CADwavv►.e. -t- t Draw Am % B$ I ka, la�een
11 C4 ev\ e.YC,1 'u Lt rc.1 k Ls "
SAC. -icA iv∎spec,- JAS C+nncA ovAcAvvrc
r2c�wr�rerw� eM'- %
rL T3r
Sheet Nuinber(s): •
"Cloud" or highlight all areas of revision including skate of revision
Received at the City of Tukwila Permit Center by:
reS -eAr e 4L2 ciArY?N k `21xJ1 2C�l.i i
cA. Tut. 1n earvic U+nc1 'l u `1c� ti1e ciocte ,
Entered in Permits Plus on Il�� 1J
\applicat ions \0 ,1.5- aplaliaations can Iii
Created: 8-13-2004
Revised:
revision sulmhi0al
Contractors or Tradespeople P ter Friendly Page
General /Specialty Contractor
A business registered as a construction contractor with L &I to perform construction work within the scope of
its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of
account and carry general liability insurance.
Business and Licensing Information
Name MCKINSTRY CO LLC UBI No. 602569922
Phone 2067623311 Status Active
Address Po Box 24567 License No. MCKINCL942DW
Suite /Apt. License Type Construction Contractor
City Seattle Effective Date 3/16/2006
State WA Expiration Date 3/16/2012
Zip 98134 Suspend Date
County King Specialty 1 General
Business Type Limited Liability Company Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
LYDIGML901JLLYDIG+
MCKINSTRY LLC
Construction
Contractor
General
Unused
4/13/2010
4/13/2012
Active
WESTVI'121RF
WESTVENT INC
Construction
Contractor
General
Unused
12/6/1988
9/1/1994
Archived
MCKIN "372ND
MCKINSTRY CO
Construction
Contractor
General
Unused
8/20/1963
1/2/2008
Re
Licensed
Business Owner Information
Name
Role
Effective Date
Expiration Date
PEDERSEN, JAMIE D
Agent
03/16/2006
Bond Amount
ALLEN, DEAN CHARLES
Partner /Member
03/16/2006
929511574
MOORE, DOUGLAS JAMES
Partner /Member
03/16/2006
_
ALLEN, DAVID EDWARD
Partner /Member
03/16/2006
TRAVELERS CAS 8
SURETY CO
TEPLICKY, JOSEPH WILLIAM
Partner /Member
03/16/2006
03/01/2011
Bond Information
Page 1 of 1
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
2
WESTERN SURETY CO
929511574
09/09/2010
Until Cancelled
_
$12,000.0009/02
/2010
1
TRAVELERS CAS 8
SURETY CO
104702039
01/03/2006
Until Cancelled
03/01/2011
$12,000.0003/16
/2006
Assignment of Savings Information No records found for the previous 6 year period
Insurance Information
Insurance
Company Name
Policy Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Amount
Received Date
3
ZURICH
AMERICAN INS
CO
CP0399990301
01/31/2009
01/31/2011
_
$2,000,000.00
12/07/2009
2
ZURICH
AMERICAN INS
CO
CP03999903
01/31/2008
01/31/2009
$2,000,000.00
01/31/2008
1
CHARTER OAK
FIRE INS CO
DTC052D7193C0F07
01/31/2006
01/31/2009
$1,000,000.00
01/08/2008
Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period
Warrant Information No unsatisfied warrants on file within prior 6 year period
https://fortress.wa.gov/lni/bbip/Print.aspx
12/13/2010
CT EQUIPMENT REPLACEMENT, ROOM 164
HIGHLINE SPECIALTY CAMPUS
TUKWILA, WASHINGTON
OWNER
CONTACT: DIANNE MUNROE
ARCHITECT
CONTACT: STEVEN WESCOTT, AIA
STRUCTURAL
CONTACT: JOHN SMITH, P.E., S.E.
MECHANICAL
CONTACT: JARED ROBILLARD
ELECTRICAL
CONTACT: DOUG FORSLUND
PROJECT INFORMATION
PROJECT DESCRIPTION:
JOB SITE ADDRESS:
TAX PARCEL NUMBER:
ZONING CLASSIFICATION:
PERMITTING AUTHORITY:
HIGHLINE MEDICAL CENTER
16251 SYLVESTER ROAD SW„ BURIEN, WA 98166
NACIARCHITECTURE
2201 SIXTH AVENUE, SUITE 1405, SEATTLE, WA 98121 (206) 441 -4522
COLLONS & SMITH STRUCTURAL ENGINEERS
485 FRONT STREET NORTH, SUITE F -3, ISSAQUAH, WA 98027 (425) 369 -1101
HARGIS
600 STEWART STREET, SUITE 1000, SEATTLE, WA 98101 (206) 448 -3376
HARGIS
600 STEWART STREET, SUITE 1000, SEATTLE, WA 98101 (206) 448 -3376
INTERIOR REMODELING TO THE FIRST
FLOOR OF THE WEST WING FOR
DIAGNOSTIC IMAGING EQUIPMENT
REPLACEMENT. APPLICATION FOR
ALTERATIONS TO MECHANICAL,
ELECTRICAL AND FIRE PROTECTION
SYSTEMS WILL BE UNDER SEPARATE
PERMIT.
12844 MILITARY ROAD SOUTH
TUKWILA, WASHINGTON 98168
162 - 304 -9001
0 - OFFICE
CITY OF TUKWILA
DEPARTMENT OF HEALTH
LEGAL DESCRIPTION
IN THE COUNTY OF KING, STATE OF WASHINGTON:
SEPARATE PER PAT
,iT
REQUIRED FOR:
0 Mechanical
Electrical
Plumbing
Gas Piping
City of Tukwila
• BUILDING DIVISION
THAT PORTION OF THE NORTH ONE -HALF OF THE NORTH NORTHEAST ONE- QUARTER OF SECTION
16, TWP, 23N, RANGE 4E, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF MILITARY
ROAD, EXCEPT THAT PORTION OF THE NORTHEAST ONE- QUARTER OF THE NORTHEAST
ONE- QUARTER OF SECTION 16, TWP, 23N RANGE 4E, W.M., IN KING COUNTY, WASHINGTON,
DESCRIBED AS FOLLOWS:
1. BEGINNING AT A POINT ON THE SOUTH LINE OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4
OF SAID SECTION 16, DISTANT EAST 561 FEET FROM THE SOUTHWEST CORNER THEREOF;
THENCE NORTH, AT RIGHT ANGLES 184 FEET, THENCE WEST ON A LINE PARALLEL WITH SOUTH
LINE OF SAID SUBDIVISION 225 FEET; THENCE NORTH AT RIGHT ANGLES 210 FEET; THENCE
WEST ON A LINE PARALLEL WITH SOUTH LINE OF SAID SUBDIVISION TO THE EASTERLY LINE OF
MIUTARY ROAD; THENCE SOUTHERLY ALONG SAID EASTERLY LINE OF MIUTARY ROAD TO AND
INTERSECTING WITH THE SOUTH LINE OF SAID SUBDIVISION TO POINT OF BEGINNING.
AND EXCEPT THAT PORTION OF THE NORTHEAST 1/4 OF THE NORTHEAST 1/4 OF SECTION 16,
TWP, 23N, RANGE 4E, W.M., IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS:
2. BEGINNING AT THE INTERSECTION OF THE SOUTH UNE OF THE NORTH 160 FEET OF SAID
SUBDIVISION WITH THE EASTERLY MARGIN OF MILITARY ROAD; THENCE EASTERLY ALONG SAID
SOUTH LINE 200 FEET; THENCE NORTHERLY AT RIGHT ANGLES 160 FEET TO THE NORTH LINE
OF SAID SUBDIVISION; THENCE WESTERLY ALONG SAID NORTH LINE TO THE EASTERLY LINE OF
SAID MILITARY ROAD; THENCE SOUTHERLY ALONG SAID EASTERLY LINE TO THE POINT OF
BEGINNING; EXCEPT THAT PORTION IF ANY, CONVEYED TO KING COUNTY FOR 128TH STREET,
BY DEED RECORDED UNDER AUDITOR'S FILE NO.5274608.
kitg tit
4r k' Roo •
rydale
Mac
W.3$rmgtcn•.
►rter° al r ter,
VICINITY MAP
TRUE NO SCALE
NORTH
HIGHLINE SPECIALTY
CAMPUS
PROJECT LOCATION.
West Wing, 1st Floor
Tenant Improvement
FILE: C py
Permit No.
Plan review approval is subject to errors and omissions.
Approval of construction document does not authorize
the violation of any adopted code or ordinance. Receipt
c I approved Field Copy and conditions is aclmowledged:
BY
Date:„..4„,4,,g/dx,„„...,„mwswomsmi,
City h► Of'T�cwila
BUILDING DIVISION
\‘
EXTERIOR MATERIAL
STORAGE ARE
MATERIAL DELI
AT FIRST FLOOR
+ REVIEWED FOR
CODE COMPLIANCE
PPrInVE
DEC 1 0 2010
City'
0
BUILDING
PLAN
NORTH
la
ISION
LOCATION MAP
NO SCALE
ARCHITECTURAL SYMBOLS
L1
149B
R149B
C) SIM
ROOM NAME
tot
0
GRID LINE
DOOR IDENTIFICATION
RELITE IDENTIFICATION
REVISION
MATCH LINE
Shaded area is side considered
WORK POINT, DATUM POINT,
CONTROL POINT
DETAIL
Upper mark denotes drawing number
Lower mark denotes sheet
PARTIAL BUILDING SECTION
INTERIOR ELEVATION
Elevation number denoted in arrow
Sheet number denoted in box
ROOM IDENTIFICATION
CODED NOTE
WALL TYPE
DASHED LINE
Used to denote items hidden, overhead,
not in contract (NIC), or to be removed
BREAK LINE
Material to continue
CENTER LINE, GRID LINE
PROPERTY LINE
ARCHITECTURAL MATERIALS
DETAIL INDICATIONS
ACOUSTIC TILE OR BOARD
ROOFING
BRICK
CAULKING OR SEALANT
CERAMIC TILE
CONCRETE
PRECAST CONCRETE
CONCRETE MASONRY UNIT
RIVENEUMININEIRSIMENIME
•-1
m
Ii
/
UJ,i \I
►Z�
EARTH /FINISH GRADE
GLASS
GRAVEL
GYPSUM BOARD
INSULATION, BATT
INSULATION, RIGID
METAL
MORTAR, PLASTER, SAND
PLYWOOD
WOOD, FINISH
WOOD FRAMING
Continuous member
�- WOOD FRAMING
Interrupted member
PLAN INDICATIONS
EXISTING WALL
NEW STUD WALL
NEW CONCRETE MASONRY UNIT
NEW CONCRETE
NEW BRICK
REVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal
and may Include additional plan review fees.
ARCHITECTURAL ABBREVIATIONS
1
0
#
T
A/C
ACOUS
AD
ADJ
ADJT
AFF
AL
ALT
ANC
APPROX
ARCH
AUTO
BD
BET
BITUM
BLDG
BLK
BLKG
BM
BOTT
BRG
BUR
CAB
CB
CER
CG
CJ
CLG
CLKG
CLO
CLG
CLR
CMU
COL
CONC
CONST
CONT
CORR
CPT
CT
CTR
DBL
DEMO
DF
DIA
DIAG
DIM
DP
DR
DN
and
angle
at
centerline
channel
diameter or round
plate
pound or number
tee
air conditioning
acoustical
area drain
adjustable
adjacent
above finished floor
aluminum
altemate
anchor(age)
approximate
architectural
automatic
board
between
bituminous
building
block
blocking
beam
bottom
bearing
built up roof
cabinet
catch basin,
ceramic
corner guard
control joint
ceiling
calking
closet
ceiling
clear
concrete masonry unit
column
concrete
construction
continuous
corridor
carpet
ceramic tile
center
double
demolish, demolition
drinking fountain
diameter
diagonal
dimension
dampproof(ing)
door
down
EA
EJ
EL
ELEC
ELEV
EQ
EQUIP
EW
EWC
EXH
EXIST
EXP
EXT
FA
FAB
FD
FE
FEC
FEC -S
FF
FFL
FIN
FL
FLG
FLUOR
FOC
FOF
FOM
FOS
FOSH
FP
FT
GA
GALV
GL
GLZ
GMU
GYP BD
HC
HD
HDWD
HORIZ
HT
HVAC
ID
INCL
INFO
INSUL
INT
L
LAB
LAM
LKR
LT
LV
JT
each
expansion joint
elevation
electrical
elevator
equal
equipment
eyewash
electric water cooler
exhaust
existing
expansion
exterior
fire alarm
fabricate
floor drain
fire extinguisher
fire extinguisher
cabinet (recessed)
fire extinguisher
cabinet (semi- recessed)
factory finish
finished floor line
finish
floor
flooring
fluorescent
face of concrete
face of finish
face of masonry
face of studs
face of sheathing
fireproof
foot, feet
gauge
galvanized
glass
glazing
glazed masonry unit
gypsum board
handicap (accessible)
head
hardwood
horizontal
height
heating /ventilating /air-
conditioning
inside diameter (dim.)
include
information
insulation
interior
length, long
laboratory
laminate
locker
Tight, left
louver
joint
MACH
MATL
MAX
MC
MECH
MEZZ
MFR
MIN
MIR
MISC
MO
MT(D)
MTL
MUL
machine
material
maximum
medicine cabinet
mechanical
mezzanine
manufacturer
minimum
mirror
miscellaneous
masonry opening
mount(ed)
metal
mullion
N north
NIC not in contract
NO OR # number
NOM nominal
NTS not to scale
OA
OC
OD
OFCI
OFOI
OH
OHD
OPNG
OPP
ORIG
PC
PERF
PERP
PLAM
PL
PLAS
PLYWD
PNL
PR
PREFAB
PREFIN
PROJ
PT
PTD
PTDR
PTN
PTR
over -all
on center
outside diameter (dim.)
other furnished contractor installed
other furnished owner installed
overhead door
opening
opposite
original
pre -cast
perforated
perpendicular
plastic laminate
plate
plaster
plywood
panel
pair
prefabricate(d)
preflnish(ed)
project
point, paint
paper towel
combination
dispenser &
partition
paper towel receptacle
dispenser
paper towel
receptacle
R riser, radius
RCP reflected ceiling
REBAR reinforcing bar
RECD received
REF reference
RF roof
REFR refrigerator
RO rough opening
RM room
REQD required
plan
S south
SCD seat cover dispenser
SD soap dispenser
SECT section
SHR shower
SHT sheet
SHTG sheeting
SIM similar
SND sanitary napkin dispenser
SNR sanitary napkin receptacle
SPEC specification
SQ square
SSK service sink
SS stainless steel
STD standard
STL steel
STOR storage
STRUCT structural
SYS system
TB towel bar, tackboard
TC top of curb
TEL telephone
TEMP temporary
TF top of footing
THK thick
THRU through
TM top of masonry
TP top of pavement
TPD toilet paper dispenser
TS tube steel
TV television
TVB television bracket
TW top of wall
TYP typical
UNFIN unfinished
UNO unless noted otherwise
UR urinal
VB vapor barrier
VCT vinyl composition tile
VER verify
VERT vertical
VEST vestibule
VOL volume
W west, wide, width
W/ with
WB whiteboard
WC water closet
WD wood
WDW window
W/O
WP
WSCT
WS
without
waterproof
wainscot
weather stripping
WT weight
WTR water
INDEX OF DRAWINGS
GENERAL
4 G0.1 PROJECT COVER SHEE
tf. G1.1 FIRST FLOOR LIFE/SAF
PLAN
5
ARCHITECTURAL
A2.1 FIRST FLOOR DEMOLITION PLAN
A3.1 FIRST FLOOR PLAN, WALL TYPES, SCHEDU
A3.2 ROOF PLAN & EXTERIOR DETAILS
A5.1 PARTIAL STRUCTURAL
A5.2 PARTIAL BUI
A7.1 INT
AN & STRUCTURAL DETAILS
ECTIONS & INTERIOR DETAILS
ELEVATIONS, CASEWORK & INTERIOR DETAILS
IRST FLOOR REFLECTED CEILING PLAN & CEILING DETAILS
MECHANICAL
MO.1 MECHANICAL LEGEND
MO.2 GENERAL NOTES AND ABBREVIATIONS
MO.3 MECHANICAL SPECIFICATIONS
MO.4 MECHANICAL SPECIFICATIONS
MO.5 MECHANICAL SPECIFICATIONS
M0.6 MECHANICAL SPECIFICATIONS
MO.7 MECHANICAL EQUIPMENT SCHEDULES
it M1.3 FIRST FLOOR HVAC DEMOLITION PLAN
M3.1
-=
FIRST FLOOR HVAC PLAN
M6.1 MECHANICAL ROOF PLAN
M9.1
MECHANICAL DETAILS
ELECTRICAL
E0.1 ELECTRICAL LEGEND
E0.2 ELECTRICAL SPECIFICATIONS
ED1.1 ELECTRICAL DEMOLITION PLAN
E2.1 PARTIAL FIRST FLOOR LIGHTING PLAN
E3.1 PARTIAL FIRST FLOOR POWER & SYS ' MS PLAN
E3.2 PARTIAL ROOF POWER PLAN
E9.1 ELECTRICAL ONE -LINE DIAGRA
GE MEDICAL INSTALLATION
FOR INFORMATION ON
C1 SITE READiNE
Al EQUIPMEN AYOUT
SI STRUCT . L- LAYOUT
S2 STR ' URAL DETAILS
CTRICAL LAYOUT
ELECTRICAL SPECIFICATIONS
ELECTRICAL DETAILS.
EQUIPMENT DETAILS
WING
RECEIVED •
OCT 13 2010
PERMIT CENTER 2
PROJECT COVER SHEET
REVISIONS
5785
GIST RED
RC ,1J CT
D I L C. 'ARDINE
STATE IF WASHINGTON
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TECTURE
NAC NO
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DRAWN
CHECKED
DATE
121 -10017
G0.1
KRL
SRW
9 -10 -2010
)
0
EXISTING STEEL COLUMN BELOW
4, -4"
-11
0
EXISTING W14 SITEEL WIDE FLANGE
HVAC UNIT ABQ &
VE ROOF, LOCATE
TO BEAR ON () STEEL JOISTS
WIDE FLANGE B AM
EXISTING 14" STEEL JOISTS ® 5'—
1' -0 "f
BEAM
CURB
STEEL
)" OC
OUTLINE OF CT ROOM
EXAM ROOM
r
L
rJ
0 OF 4" TUBE STEEL
SAWCUT OPENING IN . 5" THICK
CONCRETE ROOF STRUCTURE
4" TUBE STEEL ROOF SLAB SUPPORT
EXISTING CONCRETE WALL
APPROXIMATE POSITION OF
CT GANTRY BELOW, SEE A3.1
EXISTING CONCRETE ROOF BEAM
PARTIAL REFLECTED ROOF STRUCTURE PLAN
Scale: 1/4" = 1' -0"
#14 x 21/2" LG WOOD SCREWS
® 12" @ PERIMETER OF CURB
r
LJ
UNIT CURB
vo mu ow ow owl
♦ .
•
1
TREATED WOOD NAILERS W/ (2) #12 SELF — DRILLING
SHEET METAL SCREWS ® 12" OC, 4 SIDES OF CURB
TOP & BOTTOM,
NEAR SIDE & FAR SIDE
A
GENERAL STRUCTURAL NOTES
QUALITY ASSURANCE:
"
• --
--
--
I C I�EVItVVtL)
ODE COMPLIANCE
taraMnificn
DEC 1 u 2U1U
City of Tukwila
BUILDING DIVISION
1. SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 17 OF THE IBC FOR THE
FOLLOWING WORK:
CONCRETE
INSTALLING EXPANSION BOLTS
INSTALLING EPDXY BOLTS & DOWELS
(PERIODIC)
(CONTINUOUS)
WELDING (CONTINUOUS, UON)
WELDING - SINGLE -PASS, %6 FILLET OR LESS (PERIODIC)
ANCHORAGE:
2. EXPANSION BOLTS INTO CONCRETE SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE
COMPANY, INC. OR HILTI INC. INSTALLED IN STRICT ACCORDANCE WITH APPLICABLE ICC -ES REPORTS,
INCLUDING MINIMUM TORQUE REQUIREMENTS. EMBEDMENT DEPTHS SHALL BE AS INDICATED.
SPECIAL INSPECTION IS REQUIRED FOR INSTALLATION OF ALL EXPANSION BOLT AND INSERT
INSTALLATION.
MANUFACTURER
SIMPSON STRONG -TIE COMPANY, INC.
HILTI, INC.
MATERIAL PRODUCT ICC -ES REPORT
CONCRETE STRONG BOLT ESR -1771
CONCRETE KWIK BOLT TZ (KB -TZ) ESR -1917
3. EPDXY- GROUTED ANCHORS REINFORCING BAR INTO CONCRETE SHALL BE GROUTED WITH EPDXY
ADHESIVE BY SIMPSON STRONG -TIE COMPANY, INC. OR HILTI INC. INSTALLED IN STRICT ACCORDANCE
WITH APPLICABLE ICC -ES REPORTS. SPECIAL INSPECTION IS REQUIRED FOR ALL EPDXY- GROUTED
ANCHOR INSTALLATIONS.
MANUFACTURER
SIMPSON STRONG -TIE COMPANY, INC.
HILTI, INC.
MATERIAL
CONCRETE
CONCRETE
PRODUCT
SET XP EPDXY
HIT -RE 500 -SD
ICC -ES REPORT
ESR -2508
ESR -2322
EXISTING 14" STEEL JOIST
ADD L 11 x 11 x 44e ® PANEL POINT,
NEAR SIDE & FAR SIDE, TYPICAL OF 2 JOISTS
HVAC CURB SUPPORT
SCALE: 1 -1 /2 " =1' -0"
EXISTING CONCRETE ROOF SLAB
HSS 4X 4X V4, NO FASTENERS
TO SLAB
(1) % "m THREADED STUD, NUT
& WASHER. USE SLOTTED
HOLE IN ANGLE FOR TOLERANCE
L 4x 4x Y4x O' -7" W/
(2) % "4 EXPANSION BOLTS
® 41" CENTER TO CENTER
EXISTING 14 "W x 20 "D
CONCRETE BEAM
®ROOF OPENING SUPPORT DETAIL
SCALE: 1 -1 /2 " =1' -0"
RF006
(2) #4 CONT. — EMBED 4" INTO
EXISTING CONCRETE BEYOND
CONCRETE INFILL
EXISTING OPENING
EXISTING CONCRETE FLOOR
STRUCTURE
#4 x (SLAB OPENING MINUS 1 ")
DOWELS, EPDXY GROUT 0 8" OC
MAXIMUM EACH SIDE,
CENTER IN CONCRETE SLAB
CONCRETE FLOOR INFILL
SCALE: 1 -1 /2 " =1' -0"
RECEIVED
CITY OF TUKIMLA
NOV 2 4 2010
PERMIT CENTER
IFO11
CORRECTION
LTqlf
._-
PARTIAL ROOF STRUCTURE PLAN
0
STRUCTURAL DETAILS o
REVISIONS
A 11/02/2010
aTY OF TUKWILA
COMMENT RESPONSE
2
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TECTURE
NAC NO
FILE
DRAWN
CHECKED
DATE
121 -10017
A5 -1
SRW
SRW
9 -10 -2010
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RADIOLOGY
ROOM
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HALLWAY
RADI • LOGY
ROOM 121
CONTROL
ROOM
MI MI IN III NI NI OM NO NI NIL IIII
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DRESSING
II■
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CORRIDOR
1
AREA OF WORK
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STORAGE
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DIAGNOSTIC
IMAGING
RECEPTION
1
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HALLWAY
CT
EXAM
ROOM
U
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IN NO a --
FITWTTMITWIll
v
WEST WING FIRST FLOOR LIFE /SAFETY PLAN
■I1
r>' ■II
'V/
'1 'f
Scale: 1 /8" = 1' -0"
0 2 4 8
,J
16
CODE DATA
CONSTRUCTION TYPE:
OCCUPANCY TYPE:
ALLOWABLE AREA:
FIRE PROTECTION:
GOVERNING CODES:
NUMBER OF STORIES:
FLOOR AREA:
WEST WING — TYPE II —A (NO CHANGE)
GROUP 1 -2: HOSPITAL (NO CHANGE)
90,000 SF
FULLY SPRINKLERED PER 903.3.1.1 AND NFPA 13 (NO CHANGE)
FIRE ALARM SYSTEM (NO CHANGE)
WASHINGTON STATE BUILDING CODE
2009 INTERNATIONAL BUILDING CODE (WAC AMENDMENTS)
2003 ICC /ANSI A117.1 (WAC AMENDMENTS)
2009 INTERNATIONAL MECHANICAL CODE (WAC AMENDMENTS)
2009 INTERNATIONAL FIRE CODE (WAC AMENDMENTS)
2009 UNIFORM PLUMBING CODE (WAC AMENDMENTS)
2008 NATIONAL ELECTRICAL CODE (WAC AMENDMENTS)
WASHINGTON STATE NON— RESIDENTIAL ENERGY CODE
CITY OF TUKWILA BUILDING AND ZONING CODES
3 (NO CHANGE)
AREA OF TENANT IMPROVEMENT = 509 S.F.
CODE PLAN GENERAL NOTES
1. SEE FLOOR PLANS FOR DIMENSIONS, WALL TYPE REFERENCES.
2. SEE ELECTRICAL FOR EXIT SIGNS AND EMERGENCY EGRESS LIGHT FIXTURES.
3. WEST WING IS TYPE II —A, FULLY SPRINKLED CONSTRUCTION. QUICK RESPONSE HEADS
ARE USED WHERE ALLOWED BY IBC CHAPTER 9.
6. FIRESTOP ALL PENETRATIONS THROUGH FIRE —RATED WALL AND FLOOR /CEILING
ASSEMBUES. SEAL PENETRATIONS TO RETAIN THE INTEGRITY OF THE TIME —RATED
CONSTRUCTION
7. INTERIOR WALL AND CEILING FINISHES SHALL CONFORM TO IBC SECTION 803.1 AND
TABLE 803.4 FOR FLAME SPREAD REQUIREMENTS.
FIRE PROTECTION NOTES
1. SEE MECHANICAL DRAWINGS FOR FIRE SPRINKLER SYSTEM ALTERATIONS ASSOCIATED
WITH TENANT IMPROVEMENT WORK IN ACCORDANCE WITH IBC 903.1 AND NFPA 13,
SPRINKLER DRAWINGS TO BE SUBMITTED BY LICENSED INSTALLER.
2. SEE ELECTRICAL DRAWINGS FOR BUILDING FIRE ALARM SYSTEM ALTERATIONS
ASSOCIATED WITH TENANT IMPROVEMENT WORK PER NFPA 72, FIRE ALARM DRAWINGS
TO BE SUBMITTED BY LICENSED INSTALLER.
3. FIRE EXTINGUISHERS TO BE PROVIDED ON A MAXIMUM TRAVEL DISTANCE OF 75' TO
ANY EXTINGUISHER LOCATION.
PLAN LEGEND
- - - - - - - EXISTING FIRE PARTITION, 1 HOUR
FIRE— RESISTIVE RATING PER IBC 708
1111111111111111111111
EXISTING SMOKE BARRIER, 1 HOUR
FIRE — RESISTIVE RATING PER INC 709
NEW FIRE BARRIER, 1 HOUR
FIRE— RESIS11VE RATING PER IBC 708
1 I 1.11 U 11 U i l 1 EXISTING FIRE BARRIER, 2 HOUR
FIRE — RESISTIVE RATING PER IBC 706
I OCCUPANCY
I OCCUPANCY SUITE (THIS PROJECT)
FIRESTOPPING:
ALL PENETRATIONS MADE THROUGH FIRE —RATED WALLS, CEILINGS AND FLOOR ASSEMBLIES,
BOTH EMPTY HOLES AND HOLES ACCOMMODATING SUCH ITEMS AS DUCTS, PIPES, CONDUIT,
ETC. SHALL BE SEALED. PENETRATIONS SHALL BE SEALED TO RETAIN THE INTEGRITY OF
THE TIME —RATED CONSTRUCTION BY MAINTAINING AN EFFECTIVE BARRIER AGAINST THE
SPREAD OF FLAME, SMOKE, AND GASES, IN ACCORDANCE WITH THE REQUIREMENTS OF IBC
SECTION 712 — FIRESTOPPING. MECHANICAL AND ELECTRICAL RELATED PENETRATIONS
SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR MAKING THE PENETRATION — SEE
MECHANICAL AND ELECTRICAL.
REVIEWED FOR
CODE COMPLIANCE
DEC 10 20•it
City of Tukwila
BUILDING DIVIRIflM
RECEIVED
OCT 13 2010
PERMIT CENTER
(131
KEY PLAN
NOT TO SCALE
PARTIAL FIRST FLOOR LIFE /SAFETY PLAN
zz
00
0
N
REVISIONS
5785
' :GIST 'ED
a RC /� 'CT
i
•AiIE ,R•INE
STATE • L.HINGTON
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TECTURE
c.;
NACNO 121 -10017
FILE G1 -1
DRAWN SRW
CHECKED SRW
DATE 9 -10 -2010
G
1.1
2201 SIXTH AVENUE I SUITE 1405 I SEATTLE WA 98121 -1847 I P: 206.441.4522 I F206.442.7917
2
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GENERAL
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AHU -01
0
Mar
/AA1
O
EXISTING MECHANICAL TO
BE REMOVED
EXISTING MECHANICAL TO
REMAIN
NEW MECHANICAL WORK
MATCHLINE OR PROPERTY
LINE
ENLARGED PLAN BOUNDARY
DETAIL /PLAN IDENTIFIER
SECTION IDENTIFIER
ELEVATION IDENTIFIER
REVISION DEFINITION AREA,
AREA ENCIRCLED CONTAINS
CHANGES MADE
SUBSEQUENT TO PREVIOUS
ISSUE
REVISION CALLOUT
FLAG NOTE CALLOUT
DEMOLITION NOTE TAG
EQUIPMENT TAG
MECHANICAL EQUIPMENT
TAG
MECHANICAL EQUIPMENT
TAG
NORTH ARROW
LOCATION WHERE PICTURE
WAS TAKEN AND DIRECTION
INVERT ELEVATION OR POC
ELECTRICAL PROVISIONS FOR MECHANICAL WORK
Di
VFD
HT
LOCATION OF STARTER,
DISCONNECT & CONTROLS
VARIABLE FREQUENCY DRIVE
HEAT TRACE BETWEEN
SYMBOLS OR END OF RUN
ACCESS, EXCAVATION, AND BACKFIWNG
PIPING
ACCESS DOOR (SPECIFIED
OR AS SHOWN ON DWGS)
MECHANICAL ACCESS
(SPECIFIED OR AS SHOWN
ON DWGS)
0
-0
4
1
PIPE ELBOW UP OR PIPE
TEE UP AND DOWN
PIPE ELBOW DOWN
PIPE TEE UP
PIPE TEE DOWN
PIPE RISE
PIPE CAP
PIPE PLUG
FLOW DIRECTION
PIPE BREAK
PIPE CONNECTION
VALVES
Dg
PIPING SPECIALTIES
VALVE: GATE, BALL,
BUTTERFLY (REFER TO
SPECIFICATIONS)
GLOBE VALVE
SOLENOID VALVE
CHECK VALVE
BALANCING VALVE
PRESSURE REDUCING VALVE
REDUCED PRESSURE
BACKFLOW ASSEMBLY
SAFETY RELIEF VALVE
TEMPERATURE /PRESSURE
RELIEF VALVE
1,4
11
1 T/P
9
UNION
FLANGE
FLEX CONNECTOR
THERMAL /SEISMIC FLEXIBLE
LOOP
EXPANSION JOINT
STRAINER
STRAINER WITH BLOW OFF
VALVE
PIPE ANCHOR
ALIGNMENT GUIDE
TEMPERATURE /PRESSURE
TEST PORT
THERMOMETER
PRESSURE GAGE
SOIL AND WASTE WATER PIPING SYSTEM
X" VTR
-o
0
0
O
II Co
IlwCo
0 FCO
SANITARY SEWER /WASTE
UNDERGROUND
SANITARY SEWER /WASTE
ABOVE GROUND
VENT PIPING
VENT THRU ROOF
(INCLUDE SIZE)
FLOOR DRAIN /FUNNEL
FLOOR DRAIN
FLOOR SINK
HUB DRAIN
TRENCH DRAIN
CLEANOUT
CLEANOUT - FREE
STANDING WALL MOUNTED
CLEANOUT - FLUSH WITH
FLOOR
DOMESTIC WATER PIPING SYSTEM
I b I
DOMESTIC COLD WATER
DOMESTIC HOT WATER
DOMESTIC HOT WATER
CIRCULATION
HOSE BIBB /WALL HYDRANT
TRAP PRIMER BOX
FIRE PROTECTION SYSTEM
F
FIRE SPRINKLER
RECESSED SPRINKLER HEAD
SEMI - RECESSED SPRINKLER
HEAD
UPRIGHT SPRINKLER HEAD
NATURAL GAS PIPING SYSTEM
0
LOW PRESSURE NATURAL
GAS PIPING
GAS COCK
PRESSURE REGULATOR
PRESSURE REGULATOR WITH
VENT
SEISMIC GAS SHUT -OFF
GAS PRESSURE REDUCING
VALVE WITH VENT
MEDICAL GAS PIPING SYSTEM
MV
02
NO
■
INLETS AND OUTLETS
MEDICAL AIR
MEDICAL VACUUM
OXYGEN
NITROUS OXIDE
MEDICAL GAS ZONE
VALVE BOX
MEDICAL GAS AREA
ALARM PANEL
MEDICAL GAS MASTER
ALARM PANEL
MEDICAL GAS OUTLET TYPE
A - MEDICAL AIR
✓ - MEDICAL VACUUM
O - OXYGEN
N - NITROUS OXIDE
S - VACUUM SLIDE
MEDICAL GAS OUTLET QTY.
(IF QTY. NOT INDICATED
ASSUME 1 OUTLET)
LOCKED CLOSED VALVE
LOCKED OPEN VALVE
24x24
500
4.
1--
--JL
--
GRILLE REGISTER OR
DIFFUSER TYPE
RUNOUT SIZE (INCHES)
AIR QUANTITY (CFM)
CEILING DIFFUSER
1 -WAY DIRECTION FLOW
2 -WAY DIRECTION FLOW
3 -WAY DIRECTION FLOW
RETURN /RELIEF AIR GRILLE
EXHAUST AIR GRILLE
LINEAR DIFFUSER /GRILLE
SUPPLY GRILLE
RETURN /EXHAUST GRILLE
TRANSFER GRILLE
RETURN /EXHAUST AIRFLOW
SUPPLY AIR FLOW
DUCTWORK
BDD
11
1 1 1
11
■ €
20x10
1
C1
ilit1tll
—:_:NM
■III■N •
c=i1=m
c=41:3
E=4
043
A-1
1/1
FACE DAMPERS
BACKDRAFT DAMPER
VOLUME DAMPER
FLEXIBLE CONNECTION TO
MECHANICAL EQUIPMENT
TRANSITION - RECTANGULAR
TO ROUND
DUCT SIZE (CLEAR INSIDE
DIMENSION)
SOUNDLINED DUCTWORK
RECTANGULAR DUCT UP
RECTANGULAR DUCT DN
ROUND OR OVAL DUCT UP
ROUND OR OVAL DUCT DN
FLEXIBLE DUCTWORK
DUCT RISE /DROP WITH 90'
ELBOWS (RECTANGULAR
DUCTS)
DUCT RISE /DROP WITH 45'
ELBOWS (RECTANGULAR
DUCTS)
DUCT RISE /DROP WITH 90'
ELBOWS (ROUND OR OVAL
DUCT)
DUCT RISE /DROP WITH 45'
ELBOWS (ROUND OR OVAL
DUCTS)
TRANSITION OR REDUCER
TRANSITION - ECCENTRIC
45' ELBOW, R/D OR
R /W =1.5
90' ELBOW, R/D OR
R /W =1.5
SQUARE CORNER ELBOW
WITH TURNING VANES
90' CONICAL TAKE -OFF
90' TAKE -OFF WITH 45'
TAPER
45' TAKE -OFF
RADIUS TAP IN
WYE FITTING
RADIUS TEE
SQUARE TEE WITH TURNING
VANES
BULLHEAD TEE
SECTION THRU SUPPLY AIR
DUCT
SECTION THRU RETURN,
EXHAUST OR
OUTSIDE AIR DUCT
SECTION THRU ROUND
DUCT
SUPPLY ROOF PENETRATION
RETURN, EXHAUST OR OUTSIDE
AIR ROOF PENETRATION
ROUND DUCT ROOF
PENETRATION
FIRE DAMPER
FIRE /SMOKE DAMPER
SMOKE DAMPER
CEILING FIRE DAMPER
CONTROLS (PLAN VIEW)
T THERMOSTAT OR
X TEMPERATURE SENSOR
t1
DDC
tx
DRAWING INDEX
SENSOR: SHOWN WITH GUARD
(TYPICAL ALL SENSORS)
HUMIDISTAT OR HUMIDITY
SENSOR
CARBON MONOXIDE SENSOR
CARBON DIOXIDE SENSOR
INDOOR AIR QUALITY SENSOR
MOTORIZED DAMPER
AIRFLOW MEASURING UNIT
DUCT SMOKE DETECTOR
TEMPERATURE TRANSMITTER
PRESSURE TRANSMITTER
AQUASTAT
DIFFERENTIAL PRESSURE
SENSOR
DIFFERENTIAL PRESSURE
MONITOR
AUTOMATIC CONTROL VALVE,
3 -WAY
AUTOMATIC CONTROL VALVE,
2 -WAY
DIRECT DIGITAL CONTROL
PANEL
SWITCH BY MECHANICAL
MO.1 MECHANICAL LEGEND
MO.2 GENERAL NOTES AND ABBREVIATIONS
MO.3 MECHANICAL SPECIFICATIONS
MO.4 MECHANICAL SPECIFICATIONS
MO.5 MECHANICAL SPECIFICATIONS
MO.6 MECHANICAL SPECIFICATIONS
MO.7 MECHANICAL EQUIPMENT SCHEDULES
M1.1 BASEMENT PLUMBING DEMOLITION PLAN
M1.2 FIRST FLOOR PLUMBING DEMOLITION PLAN
M1.3 FIRST FLOOR HVAC DEMOLITION PLAN
M2.0 BASEMENT PLUMBING PLAN
M2.1 FIRST FLOOR PLUMBING PLAN
M3.1 FIRST FLOOR HVAC PLAN
M5.1 FIRST FLOOR FIRE SUPPRESSION PLAN
M6.1 MECHANICAL ROOF PLAN
M9.1 MECHANICAL DETAILS
REVIEWED FOR
CODE COMPLIANCE
APPRPMED
DEC 10 2tral
City of Tukwila
BUILDING DIVI,SInhi
RECEIVED
OCT 13 2010
PERMIT CENTER
NOT ALL SYMBOLS MAY APPEAR ON THE DRAWINGS
REVISIONS
MECHANICAL LEGEND
N
Q_
TECTURE
u
NAC NO 121 -10017
HEINO 10113
DRAWN JMR
CHECKED RKE
DATE 9 -10 -2010
8.30.2010
ABBREVIATIONS
0
A
MV
ABV
AC
ACU
AD
ADA
AF
AFF
AFS
AFUE
AG
AHJ
AHU
AL
AMB
AP
APD
ARCH
ASHRAE
ASSY
ATM
AV
AW
B
BC
BDD
BF
BHP
BLW
BOD
BOP
BOT
BTUH
BV
C
CA
CAP
CBV
CC
CD
CFG
CFM
CG
CH
CHR
CHS
CHP
CKV
CLG
CO
CO2
COMB
COND
CONN
CONT
COP
COTG
CR
CS
CT
CTF
C. TK
CU
Cv
CV
CW
CWR
CWS
D
DB
dB
DCVA
DDCV
DEG
DFU
DH
DI
DIA
DIM
DISC
DISCH
DN
DPV
DWGS
DV
DWB
(E)
EA
EAT
EER
EF
EFF
EG
EJ
EL
ELEC
EMCS
EQUIV
ESP
ET
EVAP
EWC
EWT
EXH
EXT
DIAMETER, PHASE
AIR, AMPS
AUTOMATIC AIR VENT
ABOVE
AIR CONDITIONER
AIR CONDITIONING UNIT
ACCESS DOOR
AMERICANS WITH DISABIUTIES ACT
AIRFOIL
ABOVE FINISHED FLOOR
AIRFLOW MEASURING STATION
ANNUAL FUEL UTILIZATION EFFICIENCY
ABOVE GROUND
AUTHORITY HAVING JURISDICTION
AIR HANDLING UNIT
ACOUSTIC LINED (DUCT)
AMBIENT
ACCESS PANEL
AIR PRESSURE DROP
ARCHITECT
AMERICAN SOCIETY OF HEATING, REFRIGERATION
AND AIR - CONDITIONING ENGINEERS, INC.
ASSEMBLY
ATMOSPHERE
ACID RESISTANT VENT
ACID RESISTANT WASTE
BOILER
BOILER COIL
BACK DRAFT DAMPER
BELOW FLOOR
BRAKE HORSE POWER
BELOW
BOTTOM OF DUCT
BOTTOM OF PIPE
BOTTOM
BRITISH THERMAL UNIT PER HOUR
BALL VALVE
CONDENSATE PIPING
AIR COMPRESSOR
CAPACITY
CIRCUIT SETTING BALANCING VALVE
COOUNG COIL
CEILING DIFFUSER, CONDENSATE DRAIN
CEILING FIRE DAMPER
CUBIC FEET PER MINUTE
CEILING GRILLE
CABINET HEATER, CHILLER
CHILLED WATER RETURN, CHILLER
CHILLED WATER SUPPLY
CHILLED WATER PUMP
CHECK VALVE
CEILING, COOLING
CLEANOUT, CO SENSOR
CO2 SENSOR
COMBUSTION, COMBINATION
CONDENSER, CONDENSATE
CONNECTOR
CONTINUE, CONTROL
COEFFICIENT OF PERFORMANCE
CLEANOUT TO GRADE
CONDENSATE RECEIVER, CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
COOLING TOWER
COOUNG TOWER FILTER
COMPRESSION TANK
CONDENSING UNIT, CUBIC
FLOW COEFFICIENT
CONSTANT VOLUME
COLD WATER PIPING
CONDENSING WATER RETURN
CONDENSING WATER SUPPLY
DRAIN
DRY BULB (TEMPERATURE)
DECIBEL
DOUBLE CHECK VALVE ASSEMBLY
DOUBLE DETECTOR CHECK VALVE
DEGREE
DRAINAGE FIXTURE UNIT
DUCT HEATER
DUCTILE IRON
DIAMETER
DIMENSION
LOCATION OF STARTER, DISCONNECT AND CONTROLS
DISCHARGE
DOWN
DIFFERENTIAL PRESSURE VALVE
DRAWINGS
DRAIN VALVE
DOMESTIC WATER BOOSTER
EXISTING
EXHAUST AIR
ENTERING AIR TEMPERATURE
ENERGY EFFICIENCY RATIO
EXHAUST FAN
EFFICIENCY
EXHAUST GRILLE, ENGINE GENERATOR
EXPANSION JOINT
ELEVATION
ELECTRIC
ENERGY MANAGEMENT AND CONTROL SYSTEM
EQUIVALENT
EXTERNAL STATIC PRESSURE
EXPANSION TANK
EVAPORATOR, EVAPORATIVE
ELECTRIC WATER COOLER
ENTERING WATER TEMP
EXHAUST
EXTERIOR, EXTERNAL
F
FC
FCO
FCU
FD
FDC
FF
FFD
FLA
FLEX
FLR
FLTR
FMS
FOR
FOS
FOT
FP
FPM
FPS
FPVC
FS
F/S
FT
FTD
FTG
FTU
FV
FW
G
GA
GAL
GALV
GAHU
GC
GFU
GPF
GPH
GPM
GPRV
GRD
GV
GW
GWB
H
HB
HC
HD
HGL
HORIZ
HP
HPC
HPS
HRU
HST
HTG
HVAC
HW
HWC
HWR
HWS
HX
HZ
IAQ
ID
IE
IN.
IN. WG
IRR
IW
kW
L
LAT
LB
LBS
LL
LPC
LPG
LPS
LRA
LR
LVR
LWR
LWS
LWCD
LWT
MA
MAC
MAT
MAV
MAX
MBH
MC
MCA
MECH
MERV
MIN
MOCP
MOD
MPC
MPG
MPS
MV
FAHRENHEIT, FIRE MAIN PIPING
FLUID COOLER
FLOOR CLEANOUT
FAN COIL UNIT
FIRE DAMPER, FLOOR DRAIN, DRY SPRINKLER
ROUTING
FIRE DEPARTMENT CONNECTION
FOUUNG FACTOR, FLAT FILTER
FUNNEL FLOOR DRAIN
FULL LOAD AMPS
FLEXIBLE
FLOOR
FILTER
FLOW MEASUREMENT STATION (HVAC, PLUMBING)
FUEL OIL RETURN PIPING
FUEL OIL SUPPLY PIPING
FUEL OIL TANK
FIRE PUMP, FLOATING POINT CONTROL
FEET PER MINUTE
FEET PER SECOND
APPROVED PVC FIRE SPRINKLER ROUTING
FLOOR SINK
FIRE /SMOKE DAMPER
FEET, FIN TUBE
FOOTING DRAIN
FOOTING DRAIN
FIN TUBE UNIT
FACE VELOCITY
FILTERED WATER PIPING
GAS
GAGE
GALLONS
GALVANIZED
GAS AIR HANDLING UNIT
GAS COCK, GENERAL CONTRACTOR
GAS FIRED UNIT
GALLONS PER FLUSH
GALLONS PER HOUR
GALLONS PER MINUTE
GAS PRESSURE REGULATING VALVE
GRILLES, REGISTERS, AND DIFFUSERS
GATE VALVE, GLOBE VALVE
GREASE WASTE PIPING
GYPSUM WALLBOARD
HUMIDISTAT, HEIGHT
HOSE BIBB
HEATING COIL
HEAD, HUB DRAIN
REFRIGERANT HOT GAS LINE
HORIZONTAL
HORSEPOWER, HEAT PUMP
HIGH PRESSURE CONDENSATE RETURN
HIGH PRESSURE STEAM
HEAT RECOVERY UNIT
STORAGE TANK
HEATING
HEATING, VENTILATING, AND AIR CONDITIONING
HOT WATER PIPING
HOT WATER CIRCULATING PIPING
HOT WATER RETURN
HOT WATER SUPPLY
HEAT EXCHANGER
HERTZ
INDOOR AIR QUALITY
INDIRECT DRAIN
INVERT ELEVATION
INCH
INCHES WATER COLUMN
IRRIGATION PIPING
INDIRECT WASTE PIPING
KILOWATT
LENGTH
LEAVING AIR TEMPERATURE
LINEAR BAR
POUND
LINEAR DIFFUSER
REFRIGERANT LIQUID UNE
LOW PRESSURE CONDENSATE RETURN
LIQUID PETROLEUM GAS PIPING
LOW PRESSURE STEAM
LOCKED ROTOR AMPS
LINEAR RETURN
LOUVER
LOW WALL RETURN
LOW WALL SUPPLY
LOW WATER CUT -OFF
LEAVING WATER TEMPERATURE
MEDICAL AIR
MEDICAL AIR COMPRESSOR
MIXED AIR TEMPERATURE
MANUAL AIR VENT
MAXIMUM
THOUSAND BTU PER HOUR
MECHANICAL CONTRACTOR
MINIMUM CIRCUIT AMPACITY
MECHANICAL
MINIMUM EFFICIENCY REPORTING VALUE
MINIMUM
MAXIMUM OVERCURRENT PROTECTION
MOTOR OPERATED DAMPER
MEDIUM PRESSURE CONDENSATE RETURN
MEDIUM PRESSURE GAS
MEDIUM PRESSURE STEAM
MEDICAL VACUUM
NA
NC
NIC
NO
NO.
NP
NTS
02
OA
OBD
OC
OD
ORD
ORL
OSA
OSD
OV
P
PD
PH
PIV
POC
PR
PRV
PSIG
QTY
RA
RD
REG
REF
RF
RG
RH
RI &C
RL
RLA
RO
RPBA
RPBP
RPM
RTU
RV
S
SA
SAT
SCFM
SCH
SD
SENS
SF
SG
SIM
SL
SMACNA
SO
SOV
SP
SPKR
SPS
SS
ST
STM
SW
S. TK
T
TBV
TCV
TD
TEMP
TG
TOD
TOP
TOS
TOF
TSP
T'STAT
TU
TYP
UG
UH
UNO
V
VA
VAV
VCD
VD
VEL
VENT
VFD
VOLT
VTR
W
WB
WC
WCO
WG
WH
WHA
WM
WSEC
WSFU
WT
NOT APPUCABLE
NORMALLY CLOSED, NOISE CRITERIA
NOT IN CONTRACT
NORMALLY OPEN, NITROUS OXIDE
NUMBER
NON POTABLE
NOT TO SCALE
OXYGEN
OUTDOOR AIR
OPPOSED BLADE DAMPER
ON CENTER
OUTSIDE DIMENSION OR DIAMETER
OVERFLOW ROOF DRAIN
OVERFLOW RAIN LEADER
OUTDOOR SUPPLY AIR
OVER -FLOW STORM DRAIN
OUTLET VELOCITY
PUMP, PRESSURE, PLUMBING FIXTURE
PRESSURE DROP, PUMPED DRAIN
PHASE
POST INDICATOR VALVE
POINT OF CONNECTION
CONDENSATE PUMP RETURN
PRESSURE REDUCING VALVE
POUNDS PER SQUARE INCH GAGE
QUANTITY
RETURN AIR, RELIEF AIR
ROOF DRAIN
REGISTER
REFERENCE, RETURN /EXHAUST FAN
REUEF FAN
RETURN GRILLE
ROOF HOOD
ROUGH IN AND CONNECT
RAIN LEADER
RATED LOAD AMPS
REVERSE OSMOSIS
REDUCED PRESSURE BACKFLOW ASSEMBLY
REDUCED PRESSURE BACKFLOW PREVENTER
REVOLUTIONS PER MINUTE
ROOFTOP UNIT
SAFETY RELIEF VALVE
SENSOR
SUPPLY AIR
SUPPLY AIR TEMPERATURE
STANDARD CUBIC FEET PER MINUTE
SCHEDULE
STORM DRAIN PIPING
SENSIBLE
SUPPLY FAN, SQUARE FOOT
SUPPLY GRILLE, SIGHT GLASS WITH MOISTURE
INDICATOR
SIMILAR
REFRIGERANT SUCTION LINE
SHEET METAL AND AIR CONDITIONING CONTRACTORS'
NATIONAL ASSOCIATION, INC.
SCREENED OPENING
SHUTOFF VALVE
STATIC PRESSURE
SPRINKLER
STATIC PRESSURE STATION
STAINLESS STEEL, SANITARY SEWER
SOUND TRAP
STEAM
SOFT WATER PIPING
STORAGE TANK
TEMPERED WATER PIPING
TOWER BYPASS VALVE
TEMPERATURE CONTROL VALVE
TRENCH DRAIN, TEMPERATURE DIFFERENCE
TEMPERATURE
TRANSFER GRILLE
TOP OF DUCT
TOP OF PIPE
TOP OF STEEL
TOP OF FOOTING
TOTAL STATIC PRESSURE
THERMOSTAT
TERMINAL UNIT
TYPICAL
UNDERGROUND
UNIT HEATER
UNLESS NOTED OTHERWISE
VENT PIPING, VOLT
VALVE
VARIABLE AIR VOLUME
VOLUME CONTROL DEVICE
VOLUME DAMPER
VELOCITY
VENTILATION, VENTILATOR
VARIABLE FREQUENCY DRIVE
VOLTAGE
VENT THRU ROOF
WASTE, WATT, WIDE, WATER
WET BULB (TEMPERATURE)
WATER CLOSET, WATER COLUMN
WALL CLEANOUT
WATER GAGE
WATER HEATER, WALL HYDRANT
WATER HAMMER ARRESTOR
WATER METER
WASHINGTON STATE ENERGY CODE
WATER SUPPLY FIXTURE UNIT
WEIGHT
GENERAL NOTES - MECHANICAL
1. COORDINATE MECHANICAL WORK WITH THAT OF
OTHER TRADES (ELECTRICAL, ARCHITECTURAL,
STRUCTURAL) REFER TO ELECTRICAL, ARCHITECTURAL
AND STRUCTURAL DRAWINGS AND SPECIFICATIONS.
COORDINATION SHALL OCCUR PRIOR TO FABRICATION,
PURCHASE, AND /OR INSTALLATION OF ALL WORK.
2. COORDINATE PLUMBING, HVAC, AND FIRE PROTECTION
SYSTEMS ROUTING PRIOR TO INSTALLATION. DURING
LAYOUT COORDINATION, DUCTWORK TAKES
PRECEDENCE OVER PLUMBING, INCLUDING FIRE
PROTECTION SYSTEMS.
3. UNLESS OTHERWISE SPECIFIED, THE GENERAL
CONTRACTOR (GC) SHALL BE RESPONSIBLE FOR
PAINTING, CUTTING, AND PATCHING OF EXISTING
FLOORS, WALLS, AND PARTITIONS IN THE EXISTING
BUILDING.
4. REFER TO STRUCTURAL DRAWINGS FOR ALLOWABLE
METHODS /LOADS FOR HANGING PIPING /DUCTS FROM
STRUCTURAL MEMBERS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
SAFE KEEPING OF HIS OWN PROPERTY ON THE JOB
SITE. OWNER ASSUMES NO RESPONSIBILITY FOR
PROTECTION OF PROPERTIES AGAINST FIRE, THEFT,
AND ENVIRONMENTAL CONDITIONS.
MECHANICAL EQUIPMENT INSTALLATION NOTES
1. ACCESS CLEARANCES FOR MAINTENANCE AND
REPLACEMENT: VERIFY PHYSICAL DIMENSIONS OF
EQUIPMENT TO ENSURE THAT ACCESS CLEARANCES
CAN BE MET. COORDINATE LOCATIONS OF
MECHANICAL WORK AND WORK OF OTHER TRADES TO
PROVIDE ACCESS CLEARANCES FOR SERVICE AND
MAINTENANCE.
PIPING NOTES
1. DISASSEMBLY PROVISIONS: PROVIDE UNIONS OR
FLANGES AT PIPING CONNECTIONS TO EQUIPMENT,
COILS, TRAPS, CONTROL VALVES, AND OTHER
COMPONENTS TO ALLOW DISASSEMBLY FOR
MAINTENANCE.
2. PRESSURE/TEMPERATURE TEST PORTS: PROVIDE AT
SUPPLY AND RETURN PIPING CONNECTIONS TO
EQUIPMENT.
3. PROVIDE AN INSULATED COPPER TRACER WIRE OR
OTHER APPROVED CONDUCTOR ADJACENT TO
UNDERGROUND NONMETALLIC (PLASTIC) PIPING.
ACCESS SHALL BE PROVIDED TO THE TRACER WIRE
OR THE TRACER WIRE SHALL TERMINATE ABOVE
GROUND AT EACH END OF THE PIPING. THE
TRACER WIRE SHALL NOT BE LESS THAN NO. 18
AWG AND THE INSULATION TYPE SHALL BE SUITABLE
FOR BURIAL.
4. PROVIDE 12" LONG, 1/2" WIDE FLUORESCENT ORANGE
TAPE AT CONCEALED VALVE LOCATIONS.
PLUMBING NOTES
1. WATER HAMMER ARRESTERS: PROVIDE AT THE END
OF HOT AND COLD WATER LINES SERVING TWO OR
MORE FIXTURES. SIZE IN ACCORDANCE WITH
PLUMBING AND DRAINAGE INSTITUTE (PDI)
REQUIREMENTS.
2. CLEANOUTS: PROVIDE AT THE BASE OF SANITARY
DRAINAGE, PROCESS WASTE, AND RAINLEADER
CONDUCTORS.
SHEET METAL NOTES
1. VOLUME DAMPERS: PROVIDE A MANUAL VOLUME
DAMPER FOR EACH SUPPLY, RETURN, AND EXHAUST
OPENING, LOCATED AS FAR UPSTREAM AS POSSIBLE
FROM THE OPENING. PROVIDE A MANUAL VOLUME
DAMPER FOR BRANCH MAINS SERVING MORE THAN
ONE OPENING.
2. UNLESS NOTED TO USE LARGER SIZE DUCT, PROVIDE
THE FOLLOWING MINIMUM SIZE BRANCH DUCTS TO
CEILING DIFFUSERS.
6" DIA. FOR UP TO 120 CFM
8" DIA. FOR 121 -210 CFM
10" DIA. FOR 211 -300 CFM
12" DIA. FOR 301 -450 CFM
14" DIA. FOR 451 -600 CFM
16" DIA. FOR 601 -820 CFM
3. PROVIDE 12" LONG, A" WIDE FLUORESCENT ORANGE
TAPE AT CONCEALED VOLUME DAMPER LOCATIONS.
ENERGY CODE NOTES
1. MOTORS: COMPLY WITH MINIMUM FULL LOAD
EFFICIENCIES LISTED IN ENERGY CODE ENFORCED BY
AHJ.
2. PIPING AND DUCT INSULATION: COMPLY WITH
THICKNESSES AND TYPES LISTED IN ENERGY CODE
ENFORCED BY AHJ UNLESS MORE STRINGENT
REQUIREMENTS ARE SPECIFIED.
3. DUCT SEALING: SEAL DUCT TRANSVERSE JOINTS
AND LONGITUDINAL SEAMS PER ENERGY CODE
ENFORCED BY AHJ UNLESS MORE STRINGENT
REQUIREMENTS ARE SPECIFIED.
4. RECORD DRAWINGS: SUBMIT TO THE BUILDING
OWNER PER ENERGY CODE ENFORCED BY THE
LOCAL AHJ.
5. OPERATION AND MAINTENANCE MANUALS: SUBMIT TO
THE BUILDING OWNER PER ENERGY CODE ENFORCED
BY THE LOCAL AHJ.
6. SYSTEM BALANCING: BALANCE HVAC SYSTEMS PER
ENERGY CODE ENFORCED BY THE LOCAL AHJ AND
SUBMIT A WRITTEN REPORT TO THE BUILDING
OWNER. REFER TO SPECIFICATIONS FOR ADDITIONAL
TESTING, ADJUSTING, AND BALANCING (TAB)
REQUIREMENTS.
7. MECHANICAL SYSTEMS COMMISSIONING AND
COMPLETION REQUIREMENTS: TEST SYSTEMS TO
ENSURE THAT BUILDING SYSTEMS HAVE BEEN
DESIGNED, INSTALLED, AND FUNCTION PROPERLY,
EFFICIENTLY, AND CAN BE MAINTAINED IN
ACCORDANCE WITH THE CONTRACT DOCUMENTS IN
ORDER TO SATISFY THE BUILDING OWNER'S DESIGN
INTENT AND OPERATIONAL REQUIREMENTS PER
ENERGY CODE ENFORCED BY THE LOCAL AHJ.
REFER TO SPECIFICATIONS FOR ADDITIONAL
COMMISSIONING REQUIREMENTS
8. THIS BUILDING AND ITS ENERGY SYSTEMS HAVE
BEEN DESIGNED TO COMPLY WITH ENERGY CODE
ENFORCED BY THE LOCAL AHJ. CONTRACTOR IS
RESPONSIBLE FOR CORRECT INSTALLATION OF
ENERGY CONSERVATION MEASURES.
REVIEWED FOR
CODE COMPLIANCE
ACIPIOPMF
DEC 1 u 1U iU
City of Tukwila
BUILDING DI11IRIln1'
NON-STRUCTURAL MECHANICAL COMPONENT NOTES
1. THE COMPONENT IMPORTANCE FACTOR (Ip) FOR ALL
NON- STRUCTURAL COMPONENTS SHALL BE:
Ip = 1.5
. THE FOLLOWING
THE 2009 INTE
THE AMERICAN
ITEMS ARE TAKEN DIRECTLY FROM
NATIONAL BUILDING CODE AND FROM
OCIETY OF CIVIL ENGINEERS (ASCE)
5. THE CONTRACTOR SHALL REFER
TO THE ABOVE FOR ADDITIONAL INFORMATION,
EXCEPTIONS, AND FURTHER DESCRIPTIONS. THE
CONTRACTOR SHALL ADHERE TO REQUIREMENTS AND
AS SUCH, SHALL BE INCLUDED WITHIN BID. ALSO
ECIFICATION SECTION 200548.
3.
MECHANICAL,
0 '0 E
ARCHITECTURAL,
ELECTRICAL, AND NON- STRUCTURAL
THAT ARE PERMANENTLY ATTACHED TO
AND THEIR SUPPORTS AND
ATTACHMENTS SHALL BE DESIGNED AND
CONSTRUCTED TO RESIST THE EFFECTS OF
E MOTIONS IN ACCORDANCE WITH ASCE
DING CHAPTER 14 AND APPENDIX 11A.
TOR SHALL BE RESPONSIBLE FOR THE
N OF A SEISMIC - FORCE- RESISTING
SYSTEM, DESIGNATED SEISMIC SYSTEM, OR
SEISMIC- RESISTING COMPONENT LISTED IN THE
STATEMENT OF SPECIAL INSPECTIONS AND SHALL
SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY
TO THE BUILDING OFFICIAL AND THE OWNER PRIOR
TO THE COMMENCEMENT OF WORK ON THE SYSTEM
OR COMPONENT. THE CONTRACTOR'S STATEMENT OF
RESPONSIBILITY SHALL INCLUDE THE FOLLOWING:
A. ACKNOWLEDGEMENT OF AWARENESS OF THE
SPECIAL REQUIREMENTS CONTAINED IN THE
STATEMENT OF SPECIAL INSPECTIONS;
B. ACKNOWLEDGEMENT THAT CONTROL WILL BE
EXERCISED TO OBTAIN CONFORMANCE WITH THE
CONSTRUCTION DOCUMENTS APPROVED BY THE
BUILDING OFFICIAL;
C. PROCEDURES FOR EXERCISING CONTROL WITHIN
THE CONTRACTOR'S ORGANIZATION, THE METHOD
AND FREQUENCY OF REPORTING AND THE
DISTRIBUTION OF THE REPORTS;
D. IDENTIFICATION AND QUALIFICATIONS OF THE
PERSON(S) EXERCISING SUCH CONTROL AND
THEIR POSITION(S) IN THE ORGANIZATION.
4. DIVISION 20, 21, 22, 23 RESPONSIBILITIES:
A. HANGERS AND SEISMIC BRACING FOR
MECHANICAL SYSTEMS SHALL BE DESIGNED AND
SPECIFIED BY DIVISION 20, 21, 22, 23.
DIVISION 20, 21, 22, 23 SHALL REFER TO THE
MECHANICAL DRAWINGS FOR LOCATIONS OF
EQUIPMENT AND HUNG MECHANICAL SYSTEMS AS
STRUCTURAL DRAWINGS DO NOT SHOW THE
LOCATIONS OF MECHANICAL EQUIPMENT,
DUCTWORK, PIPING, AND OTHER COMPONENTS.
B. DIVISION 20, 21, 22, 23 SHALL COORDINATE THE
SUPPORT SYSTEMS AND DESIGN LOADS FOR
HUNG PIPING AND OTHER MECHANICAL SYSTEMS
(INCLUDING COMBINED MULTIPLE PIPE RUNS)
WITH THE GENERAL CONTRACTOR AND THE STEEL
AND WOOD JOIST MANUFACTURERS IN ADDITION
TO OTHER TRADES THAT MAY BE IMPACTED.
RECEIVED
CITY OF TUKWILA
NOV 2 aT lulu
PERMIT CENTER
U
U
GENERAL NOTES AND ABBREVIATIONS o
REVISIONS
11/1/2010,
COT COMMENTS
•
TECTURE
u
NAC NO 121 -10017
HEI NO 10113
DRAWN JMR
CHECKED RKE
DATE 9 -10 -2010
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DIVISION 20 - COMMON REQUIREMENTS FOR FIRE SUPPRESSION, PLUMBING, AND HVAC
THIS DIVISION APPLIES TO ALL DIVISION 20 21, 22 AND 23 SECTIONS. GENERAL
CONDITIONS, SUPPLEMENTARY CONDITIONS AND DIVISION 01 APPLY TO WORK IN THESE
SECTIONS.
SECTION 200500 - GENERAL PROVISIONS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. DESCRIPTION: WORK INCLUDES MATERIALS, EQUIPMENT, LABOR, SUPERVISION, 0 L
AND ITEMS NECESSARY FOR THE CONSTRUCTION, INSTALLATION, CONNECTION, TESTING
AND OPERATION OF MECHANICAL WORK.
1.2 CODES AND STANDARDS
A. PERFORM WORK IN ACCORDANCE WITH WASHTINGTON STATE REQUIREMENTS AND LOCAL
AHJ.
B. CONFORM TO APPLICABLE INDUSTRY STANDARDS.
C. NOTIFY THE A/E OF DEVIATIONS IN CONTRACT DOCUMENTS TO APPLICABLE CODES AND
ORDINANCES PRIOR TO INSTALLATION OF THE WORK.
1.3 SUBMITTALS
A. PRODUCT DATA:
1. SUBMIT PRIOR TO FABRICATION OF ASSEMBLIES AND DELIVERY OF PURCHASED
ITEMS.
2. CLEARLY MARK CATALOG PAGES, EQUIPMENT, MODEL NUMBER AND ACCESSORIES.
1.4 STANDARDS OF QUALITY
A. EQUIPMENT SHALL BE MANUFACTURER'S REGULARLY CATALOGUED ITEMS AND SHALL BE
SUPPLIED AS A COMPLETE UNIT IN ACCORDANCE WITH MANUFACTURER'S STANDARD
SPECIFICATIONS AND ANY OPTIONAL ITEMS REQUIRED FOR PROPER INSTALLATION FOR
EQUIPMENT UNLESS OTHERWISE NOTED. EQUIPMENT AND MATERIALS SHALL BE
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND BEST
TRADE PRACTICES.
B. PRODUCTS SHALL BE NEW UNLESS INDICATED OTHERWISE IN THE CONTRACT
DOCUMENTS.
1.5 SUBSTITUTIONS
A. WHERE "MANUFACTURER" PARAGRAPHS INCLUDE THE WORDS "OR APPROVED ", PRIOR
APPROVAL OF THE PROPOSED SUBSTITUTION BY A/E IS REQUIRED.
B. WHEN THE A/E APPROVES A SUBSTITUTION REQUEST, THE APPROVAL IS GIVEN WITH
THE UNDERSTANDING THAT THE BIDDER:
1. HAS DETERMINED THAT IT MEETS OR EXCEEDS THE QUALITY LEVEL OF THE
SPECIFIED PRODUCT WILL PROVIDE THE SAME WARRANTY AND WILL COORDINATE
INSTALLATION AND MAKE CHANGES WITH NO ADDITIONAL COST TO OWNER.
C. WHENEVER A PRODUCT IS DESCRIBED BY DETAIL, SPECIFICATION, TRADE NAME,
MANUFACTURER'S NAME OR CATALOG REFERENCE, USE ONLY SUCH PRODUCT.
1.6 DRAWINGS AND SPECIFICATIONS
A. GENERAL: THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC. COMPLETE DETAILS OF
BUILDING FEATURES WHICH AFFECT FIRE SUPPRESSION, PLUMBING AND HVAC
INSTALLATIONS MAY NOT BE SHOWN. FOR ADDITIONAL DETAILS, REFER TO OTHER
CONTRACT DOCUMENTS. REPORT ANY DISCREPANCIES TO THE A/E ALONG WITH
SUGGESTED REVISIONS.
1.7 RECORD DRAWINGS
A. PREPARE RECORD DRAWINGS. RECORD DRAWINGS SHALL BE NEW RED LINED PRINTS
AND SHOW THE MEASURED LOCATIONS OF PORTIONS OF THE WORK AND CHANGES THE
CONTRACTOR HAS MADE.
B. RECORD DRAWINGS SHALL SHOW ADDENDUM ITEMS, CHANGE ORDERS, CLARIFICATIONS,
SUPPLEMENTAL INSTRUCTIONS, AND DEVIATIONS FROM THE DRAWINGS.
1.8 COORDINATION
A. COORDINATE DIVISIONS 20, 21 22, AND 23 WORK WITH OTHER TRADES.
B. BE AWARE OF RESTRICTED SPACE FOR INSTALLATION OF FIRE SUPPRESSION, PLUMBING,
AND HVAC SYSTEMS. INCLUDE OFFSETS AND PERFORM REROUTING AND COORDINATION
TO FIT ELEMENTS IN AVAILABLE SPACE. INCLUDE PROVISIONS FOR SUCH
REQUIREMENTS IN BID.
C. EQUIPMENT, DUCTWORK AND PIPING SHOWN ARE BASED ON EXISTING DRAWINGS AS
AVAILABLE AND ON LIMITED PROJECT SITE OBSERVATIONS TO THE EXTENT POSSIBLE
UNDER CURRENT CONDITIONS. FIELD VERIFY EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF WORK.
D. COORDINATE ATTACHMENTS TO STRUCTURE TO VERIFY THAT ATTACHMENT POINTS ON
EQUIPMENT AND STRUCTURE CAN ACCEPT SEISMIC, WEIGHT, AND OTHER LOADS
IMPOSED.
1.9 WARRANTY
A. WARRANTY PERIODS WITHIN DIVISIONS 20, 21 22, AND 23 SHALL NOT COMMENCE
UNTIL SUBSTANTIAL COMPLETION. MINIMUM PERIOD SHALL BE ONE YEAR.
CONTRACTOR SHALL EXTEND LONGER WARRANTIES SPECIFIED IN OTHER SECTIONS.
1.10 DEMONSTRATION
A. FOLLOWING INSTALLATION OF FIRE SUPPRESSION, PLUMBING, AND HVAC WORK AND
PRIOR TO FINAL ACCEPTANCE DEMONSTRATE THAT EQUIPMENT AND SYSTEMS OPERATE
AS INDICATED IN THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
END OF SECTION
SECTION 200505 - PROJECT CLOSEOUT AND SYSTEM START -UP
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. DESCRIPTION: WORK INCLUDES MATERIAL AND LABOR REQUIRED TO PERFORM
START -UP OF EQUIPMENT AND SYSTEMS INSTALLED IN PROJECT TO PERFORM
CHECKOUT OF SYSTEMS AND TO VERIFY COMPLETENESS OF PROJECT REQUIREMENTS.
PART 2 - PRODUCTS
NOT USED.
PART 3 - EXECUTION
3.1 PROJECT CLOSEOUT PROCEDURES
A. COMPLETE WORK DESCRIBED IN THIS SECTION PRIOR TO TIME OF SUBSTANTIAL
COMPLETION.
B. MECHANICAL SUBCONTRACTOR SHALL BEAR PRIME RESPONSIBILITY FOR STARTUP OF
HEATING AND COOLING AND PLUMBING SYSTEMS.
C. INCLUDE DOCUMENTATION REQUIRED BY THE GOVERNING CODES.
3.2 SYSTEM START -UP PROCEDURES
A. PROVIDE START UP BY AUTHORIZED FACTORY REPRESENTATIVE WHEN INDICATED.
B. RECOMMENADJUSTMENTS IRATO CLEANING IU NTOSTARTC MECHANICAL ITEMS PER MANUFACTURER'S
3.3 FINAL ACCEPTANCE
A. FINAL ACCEPTANCE OF WORK WILL NOT OCCUR UNTIL FUNCTIONAL TESTING IS
COMPLETE AND OUTSTANDING ISSUES RESOLVED.
END OF SECTION
SECTION 200510 - BASIC MATERIALS AND METHODS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. DESCRIPTION: WORK INCLUDES EQUIPMENT SUPPORTS, SLEEVES IDENTIFICATION,
APPURTENANCES AND MISCELLANEOUS WORK. THIS SECTION APPLIES TO ALL
1.2 QUALITY ASSUI�ANC'E 22, AND 23 SECTIONS.
A. UL COMPLIANCE: WHERE UL FIRE - RESISTANCE RATING IS INDICATED FOR
CONSTRUCTION PENETRATED BY ACCESS UNITS, FURNISH UL LISTED AND LABELED
UNITS EXCEPT FOR THOSE UNITS WHICH ARE SMALLER THAN MINIMUM SIZE REQUIRING
RATINGS AS RECOGNIZED BY GOVERNING AUTHORITY.
B. ANSI COMPLIANCE: COMPLY WITH ANSI A13.1 FOR LETTERING SIZE, COLORS AND
INSTALLED VIEWING ANGLES OF IDENTIFICATION DEVICES UNLESS OTHER REQUIREMENTS
ARE SPECIFIED.
1.3 SUBMITTALS
A. PRODUCT DATA: PIPE MARKERS ACCESS DOORS, VALVE TAGS.
1.4 PRODUCT DELIVERY, STORAGE, AND HANDLING
A. DELIVER STORE, AND HANDLE PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS, USING MEANS AND METHODS TO PREVENT DAMAGE, DETERIORATION,
AND LOSS, INCLUDING THEFT.
B. DELIVER PRODUCTS TO SITE IN MANUFACTURER'S ORIGINAL CONTAINERS, COMPLETE
WITH LABELS.
C. INSPECT PRODUCTS UPON DELIVERY TO ENSURE COMPLIANCE WITH THE CONTRACT
DOCUMENTS AND TO ENSURE THAT PRODUCTS ARE UNDAMAGED AND PROPERLY
PROTECTED.
D. STORE PRODUCTS SUBJECT TO DAMAGE BY WEATHER CONDITIONS ABOVE GROUND,
UNDER COVER IN WEATHER TIGHT ENCLOSURE WITH VENTILATION ADEQUATE TO
PREVENT CONDENSATION. MAINTAIN TEMPERATURE AND HUMIDITY WITHIN RANGE
REQUIRED BY MANUFACTURER'S INSTRUCTIONS.
E. CLOSE OPEN ENDS OF EQUIPMENT AND WORK WITH TEMPORARY COVERS OR PLUGS
DURING STORAGE AND CONSTRUCTION TO PREVENT ENTRY OF FOREIGN MATERIAL.
PART 2 - PRODUCTS
2.1 MATERIALS
A. MATERIALS SHALL BE NEW AND OF MANUFACTURERS SPECIFIED HEREIN. THEY SHALL
BE U.S. MADE AND BEAR THE UL, ETL OR CSA LABELS WHERE POSSIBLE.
2.2 EQUIPMENT SUPPORTS
A. SELECT AND SIZE SUPPORTS EXPANSION SHELLS AND BOLTS, CONCRETE INSERTS,
AND ANCHOR BOLTS PER REQUIREMENTS FOR SEISMIC RESTRAINTS SPECIFIED IN
SECTION 200548. HOT DIPPED OR MECHANICALLY GALVANIZED WHERE INSTALLED
OUTDOORS UNLESS NOTED OTHERWISE ON THE DRAWINGS. DAMAGED GALVANIZED
SURFACES REPAIRED WITH ZRC GALVILITE.
2.3 SLEEVES
A. MATERIALS GENERAL: SCHEDULE 40 GALVANIZED STEEL PIPE WITH UNTHREADED ENDS,
CAST IRON PIPE OR MINIMUM 26 GAGE GALVANIZED SHEET STEEL. USE STEEL PIPE
FOR SLEEVES AT FLOOR SLABS.
2.4 PIPE MARKERS AND COLOR BANDS
A. GENERAL: MANUFACTURER'S STANDARD PREPRINTED, FLEXIBLE OR SEMI -RIGID
PERMANENT COLOR - CODED, PLASTIC SHEET PIPE MARKERS. COMPLY WITH ASME
B.
A13.1. SETONDA BRADY ,'E CRAFTMARK, MARKING SERVICES OR APPROVED.
C. LETTERING: MANUFACTURER'S STANDARD PRE - PRINTED NOMENCLATURE WHICH BEST
DESCRIBES PIPING SYSTEM IN EACH INSTANCE AS SELECTED BY THE A/E IN CASES
OF VARIANCE WITH NAMES SHOWN OR SPECIFIED.
2.5 EQUIPMENT NAMEPLATES
A. GENERAL: ENGRAVED STOCK MELAMINE PLASTIC LAMINATE. COMPLY WITH FS
L -P -387. ENGRAVED WITH ENGRAVER'S STANDARD LETTER STYLE OF SIZES AND
WORDING, BLACK WITH WHITE CORE (LETTER COLOR) EXCEPT AS OTHERWISE INDICATED.
B. THICKNESS: 1/16 INCH FOR UNITS UP TO 20 SQ. IN. OR 8 INCH LENGTH AND 1/8
INCH FOR LARGER UNITS.
2.6 VALVE TAGS
A. GENERAL: MANUFACTURER'S STANDARD SOLID PLASTIC VALVE TAGS WITH PRINTED
ENAMEL LETTERING, PIPING SYSTEM ABBREVIATION IN APPROXIMATELY 3/16 INCH HIGH
LETTERS.
B. FASTENERS: MANUFACTURER'S STANDARD SOLID BRASS BEADED TYPE CHAIN LENGTH
AS REQUIRED FOR PROPER ATTACHMENT OF TAGS TO VALVES MANUFACTURED
SPECIFICALLY FOR THAT PURPOSE.
2.7 ACCESS TO FIRE SUPPRESSION, PLUMBING AND HVAC EQUIPMENT
A. GENERAL: UNIVERSAL 1 -PIECE FRAME, FLUSH TYPE, WELDED STEEL GROUND SMOOTH
ROUNDED SAFETY CORNERS, 1 -PIECE SPRING HINGE, SLOT SCREWDRIVER TYPE CAM
LATCHES SHALLOW 1 -1 4 INCH MOUNTING FLANGE. WHERE LOCATED IN A PAINTED
SURFACE AREA UNITS PRIMED FOR PAINTING• OTHERWISE POLISHED CHROME OR
STAINLESS STEAL UNITS UNLESS ANOTHER TYPE OF FINISH IS INDICATED.
B. UL COMPLIANCE: WHERE UL FIRE - RESISTANCE RATING IS INDICATED, DOORS UL
LISTED AND LABELED EXCEPT FOR THOSE DOORS WHICH ARE SMALLER THAN MINIMUM
SIZE REQUIRING FIRE RATINGS AS RECOGNIZED BY GOVERNING AUTHORITY.
2.8 PAINTING
A. GENERAL: PAINTING OF WORK SPECIFIED IN MECHANICAL SECTIONS WHICH IS
EXPOSED, INCLUDING EXTERIOR EXPOSED MECHANICAL WORK, IS SPECIFIED IN DIVISION
2.9 ROOF PENETRATIONS
A. ROOF PENETRATIONS SHALL BE BY GENERAL CONTRACTOR AS NOTED ON THE
ARCHITECTURAL DRAWINGS.
PART 3 - EXECUTION
3.1 MEASUREMENTS
A. VERIFY MEASUREMENTS AT JOB SITE. LOCATE EQUIPMENT AND FIXTURES ON CENTERS
OTHERWISE. 0 CHECK `TSPACES, A NG, DUCTS, AND LOCATIONS ELEMENTS CLEARNOPENINGS.
3.2 INSTALLATION OF EQUIPMENT
A. EQUIPMENT INSTALLATION:
1. GENERAL: INSTALL SUPPORTS FOR EQUIPMENT AND APPURTENANCES.
3.3 ACCESSIBILITY
A. READILYLACCESSIBLVALVES, ITALL DAMPERS, CONTROLS, AND ACCESSIBILITY. TO BE
B. EQUIPMENT:
1. INSTALL EQUIPMENT WHICH REQUIRES PERIODIC SERVICING OR REPAIRS TO BE
READILY ACCESSIBLE.
3.4 PIPE PIPING, SAS, AND SSHALL NOT INTERFERE WITH REQUIRED ACCESS.
A. INSTALL IDENTIFICATION AFTER COMPLETION OF COVERING AND PAINTING.
3.5 VALVE TAGS
A. INSTALL VALVE TAGS ON VALVES AND CONTROL DEVICES IN EACH PIPING SYSTEM.
3.6 EQUIPMENT NAMEPLATES
A. INSTALL NAMEPLATES ON OR NEAR EACH MAJOR ITEM.
3.7 PAINTING
A. TOUCH -UP: COVER SCRATCHES ABRASIONS AND SIMILAR DAMAGES TO EQUIPMENT
WITH FACTORY FINISHED SURFACES USING MATCHING FACTORY FURNISHED PAINT.
B. GRILLES, REGISTERS AND DIFFUSERS: PAINT INSIDE SURFACE OF DUCTS, VISIBLE
THROUGH GRILLES, REGISTERS DIFFUSERS AND OTHER OPENINGS WITH 1 COAT OF
FLAT BLACK PAINT TO A POINT 2 FEET FROM OPENING ON STRAIGHT DUCTS OR
AROUND BEND. SIMILARLY, PAINT PIPES AND CONDUITS VISIBLE THROUGH CEILING
RELIEF GRILLES.
3.8 CLEANING AND HOUSEKEEPING
A. REMOVE DEBRIS, CUTTINGS, CRATES, CARTONS, AND SIMILAR ITEMS, AT REGULAR
INTERVALS.
B. BEFORE SUBSTANTIAL COMPLETION CAREFULLY CLEAN EQUIPMENT, FIXTURES EXPOSED
CUTTINGS, PAINT, PLASTER, MORTAR, ITEMS. TM LABELS, DIRT, DUST,
END OF SECTIONSECTION
200513 - ELECTRICAL PROVISIONS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. DESCRIPTION: WORK INCLUDES FACTORY INSTALLED MOTORS AND MOTOR STARTERS
AND ASSOCIATED APPURTENANCES.
1.2 QUALITY ASSURANCE
A. CODES AND STANDARDS:
1. IEEE 112 IEEE STANDARD TEST PROCEDURE FOR POLYPHASE INDUCTION MOTORS
AND GENERATORS.
2. NEMA MG 1, MOTORS AND GENERATORS.
3. NFPA 70, NATIONAL ELECTRICAL CODE (NEC).
1.3 SUBMITTALS
A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND
MAINTENANCE DATA FOR MOTORS.
PART 2 - PRODUCTS
2.1 MOTORS
A. MOTOR CHARACTERISTICS: EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE
INDICATED AND EXCEPT WHERE REQUIRED ITEM OF PLUMBING AND HVAC EQUIPMENT
CANNOT EE OBTAINED TO MEET REQUIREMENTS IN THIS ARTICLE, COMPLY WITH THE
FOLLOWING REQUIREMENTS FOR MOTORS FOR PLUMBING AND HVAC WORK:
1. COMPLY WITH NEMA MG 1 UNLESS OTHERWISE INDICATED.
2. TEMPERATURE RATING: RATED FOR 40 C AMBIENT TEMPERATURE AND AT 3300
FOOT ELEVATION WITH MAXIMUM 50 C TEMPERATURE RISE FOR CONTINUOUS DUTY
AT FULL LOAD CLASS A INSULATION).
3. CAPACITY AND TORQUE: SUFFICIENT TO START ACCELERATE, AND OPERATE
CONNECTED LOADS AT DESIGNATED SPEEDS AT INSTALLED ALTITUDE AND
ENVIRONMENT, WITH INDICATED OPERATING SEQUENCE BUT WITHOUT EXCEEDING
NAMEPLATE RATINGS OR CONSIDERING SERVICE FACTOR.
4. PHASES AND CURRENT CHARACTERISTICS: SQUIRREL -CAGE INDUCTION POLYPHASE
MOTORS FOR 1/2 HP AND LARGER. PERMANENT -SPLIT CAPACITOR OR
CAPACITOR-START SINGLE -PHASE MOTORS FOR 1/3 HP AND SMALLER, EXCEPT 1/6
HP AND SMALLER MAY AT EQUIPMENT MANUFACTURER'S OPTION BE SPLIT-PHASE
TYPE. COORDINATE CURRENT CHARACTERISTICS WITH POWER SPECIFIED IN DIVISION
26 SECTIONS AND WITH INDIVIDUAL EQUIPMENT REQUIREMENTS.
5. DO NOT PURCHASE MOTORS UNTIL POWER CHARACTERISTICS AND ROTATION
DIRECTION HAVE BEEN CONFIRMED.
6. SERVICE FACTOR: 1.15 FOR POLYPHASE MOTORS AND 1.35 FOR SINGLE -PHASE
MOTORS.
B. MOTOR CONSTRUCTION: GENERAL PURPOSE, CONTINUOUS DUTY MOTORS, DESIGN "B ",
EXCEPT "C" WHERE REQUIRED FOR HIGH STARTING TORQUE.
1. FRAMES: NEMA STANDARD.
2. BEARINGS: ANTIFRICTION BALL OR SLEEVE BEARINGS WITH INNER AND OUTER SHAFT
SEALS GREASEABLE EXCEPT PERMANENTLY SEALED WHERE MOTOR IS NORMALLY
INACCESSIBLE FOR REGULAR MAINTENANCE. WHERE BELT DRIVES AND OTHER
DRIVES PRODUCE LATERAL OR AXIAL THRUST IN MOTOR, BEARINGS DESIGNED TO
RESIST THRUST LOADING. REFER TO DIVISIONS 22 AND 23 SECTIONS FOR
FRACTIONAL -HP LIGHT -DUTY MOTORS WHERE SLEEVE -TYPE BEARINGS ARE
PERMITTED.
3. ENCLOSURE TYPE: EXCEPT AS OTHERWISE INDICATED OPEN DRIPPROOF MOTORS
FOR INDOOR USE WHERE SATISFACTORILY HOUSED, AND GUARDED DRIPPROOF
MOTORS WHERE EXPOSED TO CONTACT BY EMPLOYEES AND BUILDING OCCUPANTS.
TOTALLY ENCLOSED FAN COOLED FOR OUTDOOR USE.
4. OVERLOAD PROTECTION: INCLUDE FOR EACH MOTOR. BUILT -IN (MANUAL RESET)
FOR 120, 208, AND 277 VOLT, SINGLE PHASE MOTORS.
5. EFFICIENCY: MOTORS ARE TO BE "ENERGY EFFICIENT" HAVING MINIMUM EFFICIENCY
AS SCHEDULED IN ACCORDANCE WITH IEEE 112, TEST METHOD B.
6. POWER FACTOR: MINIMUM 85 PERCENT UNDER FULL LOAD CONDITIONS. WHERE
LESS THAN 85 PERCENT, INCLUDE POWER FACTOR CORRECTION TO MINIMUM 90
PERCENT.
C. MANUFACTURERS: EXCEPT WHERE ITEM OF PLUMBING AND HVAC EQUIPMENT (WHICH
OTHERWISE COMPLIES WITH REQUIREMENTS IN THIS SECTION) IS INTEGRALLY EQUIPPED
WITH MOTOR PRODUCED BY ANOTHER MANUFACTURER, INCLUDE MOTORS BY ONE OF
THE FOLLOWING MANUFACTURERS: BALDOR ELECTRIC CO., GENERAL ELECTRIC CO.,
RELIANCE ELECTRIC MOTORS, OR SQUARE D.
2.2 MOTOR STARTERS
A. GENERAL: COMPLY WITH REQUIREMENTS IN DIVISION 26 FOR FACTORY INSTALLED
STARTERS. FIELD INSTALLED STARTERS ARE SPECIFIED IN DIVISION 26 WORK.
PART 3 - EXECUTION
3.1 MOTORS
A. WHERE MOTORS ARE FURNISHED FOR FIELD MOUNTING, INSTALL MOTORS ON MOTOR
MOUNTING SYSTEMS IN ACCORDANCE WITH MOTOR MANUFACTURER'S INSTRUCTIONS,
SECURELY ANCHORED N MECRESIST L TORQUE, SECURE SHEAVES AND OTHER DRIVE UNITS
TO MOTOR SHAFTS WITH KEYS AND ALLEN SET SCREWS EXCEPT MOTORS OF 1/3 HP
AND LESS MAY BE SECURED WITH ALLEN SCREWS ON FLAT SURFACES OF SHAFT
UNLESS OTHERWISE INDICATED, SET MOTOR SHAFTS PARALLEL WITH MACHINE SHAFTS.
3.2 STARTERS
A. COORDINATE WITH DIVISION 26 WORK TO INSTALL STARTERS AND WIRING DEVICES NEAR
MOTORS OR AS INDICATED ON THE DRAWINGS. SECURELY SUPPORT AND ANCHOR IN
ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. LOCATE FOR
PROPER OPERATIONAL ACCESS INCLUDING VISIBILITY FOR SAFETY.
3.3 EQUIPMENT AND MOTOR CONNECTIONS
A. INSTALL FLEXIBLE - CONDUIT CONNECTION TO MOTOR AND EQUIPMENT FOR PACKAGED
AND NON- PACKAGED EQUIPMENT THAT IS FACTORY ASSEMBLED. COMPLY WITH
APPLICABLE PROVISIONS OF DIVISION 26 SECTIONS FOR WIRING MATERIALS AND WIRING
SERVICES.
B. REFER TO DIVISION 26 SECTIONS FOR INSTALLATION REQUIREMENTS. DIVISIONS 22
AND 23 SHALL PROVIDE WORK NOT INDICATED IN DIVISION 26 FOR A COMPLETE AND
OPERATING SYSTEM. WHERE A CONFLICT OCCURS BETWEEN DIVISIONS 22 AND 23 AND
DIVISION 26 DIVISION 22 OR 23 SUB - CONTRACTOR SHALL PROVIDE WORK FOR A
COMPLETE AND OPERATING SYSTEM.
END OF SECTION
SECTION 200548 - VIBRATION ISOLATION AND SEISMIC CONTROL
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. DESCRIPTION: WORK INCLUDES PRODUCTS TO ISOLATE BUILDING STRUCTURE AND
OCCUPIED SPACES FROM VIBRATION TRANSMISSION N
AND INCLUDES SEISMIC RESTRAINTS
FOR PLUMBING AND HVAC EQUIPMENT AND DISTRIBUTION SYSTEMS.
1.2 SUBMITTALS
A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND
INSTALLATION INSTRUCTIONS FOR EACH VIBRATION ISOLATOR, BASE, SEISMIC RESTRAINT,
AND APPURTENANCE.
B. CALCULATIONS: SIZING AND WEIGHT DISTRIBUTION FOR VIBRATION ISOLATORS, BASES,
AND SEISMIC RESTRAINTS.
C. VIBRATION ISOLATION BASE DETAILS: DETAIL FABRICATION INCLUDING ANCHORAGES
AND ATTACHMENTS TO STRUCTURE AND TO SUPPORTED EQUIPMENT.
D. SEISMIC RESTRAINT DETAILS: DETAIL FABRICATION AND ATTACHMENT OF SEISMIC
RESTRAINTS.
E. ISOLATOR SCHEDULE LIST: LIST SIZE, TYPE, LOAD, AND STATIC DEFLECTION OF EACH
ISOLATOR.
1.3 CONTRACTOR RESPONSIBILITY FOR VIBRATION ISOLATION AND SEISMIC RESTRAINTS
A. GENERAL: A SINGLE SUPPLIER SHALL SELECT AND FURNISH ISOLATION MOUNTS PADS,
SEISMIC RESTRAINTS SWAY BRACES, RELATED HARDWARE, AND FABRICATE ISOLATION
BASES FOR THE PROJECT UNLESS OTHERWISE SPECIFIED.
PART 2 - PRODUCTS
2.1 GENERAL
A. MANUFACTURERS: MASON INDUSTRIES, AMBER /BOOTH, KINETICS NOISE CONTROL,
VIBRATION MOUNTINGS & CONTROLS, VIBRO - ACOUSTICS, CALIFORNIA DYNAMICS CORP
PART (3ALD IN), TOLLTO, OR APPROVED. MASON INDUSTRIES MODEL NUMBERS ARE LISTED.
3.1 INSPECTION
A. DESCRIPTION: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK
OF THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE
CORRECTED. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS
SATISFACTORY.
3.2 EQUIPMENT
A. SPRING MOUNTS:
1. MARK VIBRATION ISOLATORS TO SHOW UNDEFLECTED HEIGHT TO VERIFY PROPER
ISOLATION AFTER INSTALLATION. INSTALL ISOLATORS FOR SINGLE PIECE OF
EQUIPMENT WITH APPROXIMATELY EQUAL DEFLECTION. MOUNT EQUIPMENT LEVEL.
2. COORDINATE WITH GENERAL CONTRACTOR AND STRUCTURAL ENGINEER TO ENSURE
PROPER MOUNTING ATTACHMENT POINTS FOR SEISMIC RESTRAINED SPRINGS.
B. SPRING HANGER RODS: ALIGN ISOLATOR TO CLEAR ISOLATOR HOUSING. INSTALL
HOUSING AS CLOSE AS POSSIBLE TO STRUCTURE.
C. BASES:
1. ATTACH CURB MOUNTED ISOLATION BASE AND RIGID ROOF CURB TO ROOF
STRUCTURE AND ATTACH ROOFTOP HVAC UNIT TO CURB IN ACCORDANCE WITH
ENGINEER, MANUFACTURERS' RECOMMENDATIONS, SPECIALTY CONSULTANT OR SEISMIC
RESTRAINT DEVICE MANUFACTURER'S DESIGN.
3.3 DUCTWORK
A. DUCT CLEARANCE: INSTALL VIBRATION - ISOLATED DUCTS TO ALLOW MINIMUM 2 INCH
GAP BETWEEN TOP OF DUCT AND UNDERSIDE OF FLOOR STRUCTURE ABOVE.
B. VIBRATION ISOLATOR HOUSING: INSTALL AS CLOSE AS POSSIBLE STRUCTURE.
C. FLEXIBLE CONNECTORS: INSTALL IN DUCTS AT CONNECTIONS TO EQUIPMENT.
D. DUCTS WITHIN SHAFTS: INSTALL WITHOUT CONTACT WITH WALLS. ANCHOR TO
BUILDING STRUCTURE AT FLOOR ONLY.
3.5 EQUIPMENT, PIPING, AND DUCT SEISMIC RESTRAINTS
A. GENERAL: COMPLY WITH REQUIREMENTS IN IBC AND ASCE 7 -05 UNLESS OTHERWISE
INDICATED IN THE CONTRACT DOCUMENTS.
B. COORDINATION: COORDINATE WITH SUBMITTALS AND SHOP DRAWINGS OF PLUMBING
AND HVAC EQUIPMENT SUCH AS AIR HANDLING UNITS. COORDINATE WITH GENERAL
CONTRACTOR AND STRUCTURAL ENGINEER TO ENSURE CORRECT MOUNTING ATTACHMENT
POINTS.
C. VIBRATION - ISOLATED EQUIPMENT, PIPING, AND DUCTS:
1. INSTALL SEISMIC RESTRAINTS WITH FACTORY SET CLEARANCES. INSTALL SEISMIC
RESTRAINT TO AVOID SHORT CIRCUITING OF VIBRATION ISOLATORS.
2. ISOLATE BOLTS FROM DIRECT CONTACT WITH STRUCTURE.
3.7 ELECTRICAL CONNECTIONS TO VIBRATION ISOLATED EQUIPMENT
A. COMPLY WITH REQUIREMENTS IN SECTION 200513.
B. DO NOT INSTALL CONDUIT CLAMPS OR HANGERS BETWEEN FLEXIBLE RACEWAY
TERMINATION AND EQUIPMENT CONNECTION.
C. RECOMMENDED MINIMUM FLEXIBLE RACEWAY LENGTH IS 6 FEET.
END OF SECTION
SECTION 200593 - TESTING, ADJUSTING, AND BALANCING
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. DESCRIPTION: WORK INCLUDES TESTING, ADJUSTING, AND BALANCING (TAB) OF
MECHANICAL SYSTEMS.
1.2 QUALITY ASSURANCE
A. CODES AND STANDARDS:
1. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR - CONDITIONING AND VENTILATING
SYSTEMS.
2. UL 873, STANDARD FOR TEMPERATURE - INDICATING AND
TEMPERATURE - REGULATING EQUIPMENT.
B. TAB SUBCONTRACTOR:
1. GENERAL: TAB WORK PERFORMED BY AN INDEPENDENT SUBCONTRACTOR, NOT
AFFILIATED WITH THE CONTRACTOR. LANDLORD MAY REQUIRE SPECIFIC CONTRACTOR
FOR BALANCING.
2. (QUALIFICATIONS: CERTIFIED BY NATIONAL ENVIRONMENTAL BALANCING BUREAU
3. EXPERIENCEAS ASSOCIATED AIR YEARS BALANCE PROJECTS (OFB SIMILAR SCOPE AND
COMPLEXITY.
1.3 SUBMITTALS
A. BALANCING REPORT:
1. PROVIDE COMPLETE BALANCING REPORT IN ACCORDANCE WITH NEBB REQUIREMENTS:
PART 2 - PRODUCTS
2.1 INSTRUMENTS
A. GENERAL: FURNISH MATERIALS AND EQUIPMENT NECESSARY TO PERFORM THE WORK.
B. INSTRUMENTATION: USE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.
PART 3 - EXECUTION
3.1 INSPECTION
A. DESCRIPTION: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK
OF THIS SECTION. BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS
SATISFACTORY.
3.2 WORK BY TAB SUBCONTRACTOR
A. GENERAL: ADJUST QUANTITIES TO WITHIN 10 PERCENT OF DESIGN VALUES:
B. FOR ROOMS AND TERMINAL UNITS THAT ARE IDENTIFIED TO MAINTAIN NEGATIVE
PRESSURE RELATIONSHIPS TO ADJACENT ROOMS, ADJUST AIR QUANTITIES TO WITHIN
THE PERCENT OF DESIGN VALUES.
C. SYSTEMS: INCLUDE BUT ARE NOT LIMITED TO SUPPLY, RETURN, EXHAUST, AND
VENTILATION AIR SYSTEMS.
D. EXISTING SYSTEMS: PERFORM TAB FOR EXISTING AIR HANDLING SYSTEMS (NOTED ON
PLANS), WORK SHALL INCLUDE SAME ACTIVITIES AS FOR NEW SYSTEM.
E. FILTER PRESSURE DROP: FOLLOWING PROPORTIONAL ADJUSTMENT OF SUPPLY AIR
OUTLETS MEASURE INITIAL CLEAN FILTER PRESSURE DROP. SIMULATE FILTER LOADING
BY COVERING FACE OF FILTERS TO INCREASE FILTER PRESSURE DROP. REMEASURE
CLEAN FILTER PRESSURE DROP AT FINAL FAN SETTING.
F. FAN ADJUSTMENT AND DRIVE CHANGES: MECHANICAL SUB CONTRACTOR SHALL
PROVIDE MOTORS, SHEAVES AND BELTS AS REQUIRED FOR BALANCER TO ACCOMPLISH
WORK.
G. OUTDOOR AIR/ECONOMIZER CYCLES: AFTER SUPPLY AIR OUTLETS AND RETURN AIR
INLETS AIR QUANTITYYAINDICATED AND AIR DRAWINGS OFOR CEACHD SYSTE OUTDOOR AIR DAMPER
H. MARKING OF ADJUSTMENTS:
1 ANDS OTHERLADJUSTMENT AND RECHECK, ALLOW PERMANENTLY MARK DAMPERS, VALVES,
DISTURBED IN THE FUTURE.
END OF SECTION
SECTION 200700 - MECHANICAL INSULATION
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. DESCRIPTION: WORK INCLUDES INSULATION FOR PLUMBING AND HVAC PIPING,
DUCTWORK AND EQUIPMENT.
1.2 QUALITY ASSURANCE
A. CODES AND STANDARDS:
1. APPLICABLE ENERGY CODE.
2. ASTM E 84, STANDAR TT METHOD FOR SURFACE BURNING CHARACTERISTICS OF
BUILDING MATERIALS.
3. ASTM E 96, STANDARD TEST METHODS FOR WATER VAPOR TRANSMISSION OF
MATERIALS.
4. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR - CONDITIONING AND VENTILATING
SYSTEMS.
5. ULP7355ST FOR UFAEGUNNG CTSS OF AD
6. 2TE S RCBRICHARAERITIC MATERIALS. MATERIALS.
1.3 SUBMITTALS
A. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA FOR EACH TYPE
OF REQUIRED INSULATION.
1.4 SURFACE BURNING CHARACTERISTICS
A. PROVIDE COMPOSITE OR COMPONENT RATINGS PER NFPA 255 ASTM E 84 AND UL
723 AS FOLLOWS: FLAME SPREAD RATING NOT GREATER THAN 25 AND SMOKE
DEVELOPED RATING NOT GREATER THAN 50.
B. COMPOSITE INCLUDES INSULATION, JACKETING, AND ADHESIVE USED TO SECURE
JACKETING OR FACING.
C. COMPONENTS INCLUDE PVC JACKETING AND FITTINGS, ADHESIVE, MASTIC, CEMENT,
TAPE, AND CLOTH.
PART 2 - PRODUCTS
2.1 MATERIALS
A. FIBERGLASS PIPE INSULATION: ASTM C 547, TYPE 1.
B. FIBERGLASS PIPE FITTING INSULATION: THERMAL BLANKET, ASTM C 533, TYPE I OR II.
C. CALCIUM SILICATE PIPE INSULATION: ASTM C 533 TYPE 1.
D. FIBERGLASS DUCT INSULATION: ASTM C 553, TYPE I, II, OR III, ASTM C 1290, ASTM
C 1139 TYPE III FACED)) ASTM 4
E. ADHESIVES, SEALERS STALES, E 8 ,AND ASTM C 1136 TYPE II FOR FSK JACKET.
RECOMMENDED BY INSULATION MANUFACTURER AND APPLICATIONS VINDICATED.
2.2 MANUFACTURERS
A. FIBERGLASS PIPE AND DUCT INSULATION: CERTAINTEED, KNAUF INSULATION, JOHNS
PNGI EMESLA G, OR APPROVED.
2.3 PIPING SYSTINUION
A. INSULATION MATERIALS AND THICKNESSES SHALL MEET OR EXCEED THE INSULATION
REQUIREMENTS OF THE APPLICABLE ENERGY CODE. WHERE INSULATION THICKNESS
SPECIFIED IS LARGER THAN THOSE LISTED IN THE APPLICABLE ENERGY CODE, USE THE
LARGER VALUES.
B. INSULATE COLD PLUMBING WITH FIBERGLASS, 1 INCH THICK FOR ALL SIZES.
C. INSULATE HOT PLUMBING PIPING WITH THE 1 INCH THICK FOR PIPE SIZES 2 INCHES
AND SMALLER.
D. INCREASE THICKNESS BY 1/2 INCH WHERE PIPING IS LOCATED OUTDOORS OR
OTHERWISE EXPOSED TO AMBIENT AIR.
E. INCLUDE FACTORY APPLIED ASJ /SSL ON FIBERGLASS PIPING INSULATION.
2.4 DUCT SYSTEM INSULATION
A. DUCT WRAP: FLEXIBLE FIBERGLASS DUCT WRAP INSULATION WITH FACTORY APPLIED FSK
FACING (VAPOR BARRIER) CONSISTING OF ALUMINUM FOIL REINFORCED WITH
FIBERGLASS SCRIM LAMINATED TO UL RATED KRAFT.
B. INSULATE ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTWORK WITH FSK GLASS FIBER
INSULATION HAVING A MINIMUM R -VALUE OF 7 AND VAPOR BARRIER JACKET.
2.5 JACKETING
A. METAL: .016 INCH THICK ALUMINUM OR .1 IN THICK STAINLESS STEEL WITH MOISTURE
BARRIER ON INNER SURFACE. ASTM B 209.
PART 3 - EXECUTION
3.1 INSPECTION
A. GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF
THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.
BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY.
B. CUT INSULATION SLIGHTLY LONGER THAN CIRCUMFERENCE OF DUCT TO INSURE FULL THICKNESS
AT CORNERS. APPLY INSULATION WITH EDGES TIGHTLY STITCHED WITH STAPLES. TAPE STITCHED
SEAM WITH 3 INCH WIDE PRESSURE SENSITIVE ALUMINUM FOIL TAPE OR SEAL JOINTS WITH 2
COATS OF VAPOR BARRIER MASTIC REINFORCED WITH ONE LAYER OF OPEN WEAVE GLASS
FABRIC.
A. SECURE INSULATION TO BOTTOM OF RECTANGULAR AND SQUARE DUCTS 18 INCHES AND WIDER
WITH WELDED PINS AND SPEED CLIPS ON 18 INCH CENTERS. CUT OFF PROTRUDING ENDS OF
THE PINS FLUSH AFTER SPEED CLIPS HAVE BEEN INSTALLED. SEAL VAPOR BARRIER FACING
WHERE PINS HAVE PIERCED THROUGH WITH TAPE OF SAME MATERIAL BY APPLYING VAPOR
BARRIER ADHESIVE TO BOTH SURFACES AS RECOMMENDED BY THE MANUFACTURER.
B. INSTALL DUCT WRAP WITH MAXIMUM 25 PERCENT COMPRESSION.
C. EXHAUST DUCTS UNINSULATED.
D. SEAL OTHER JOINTS AND PENETRATIONS OF THE VAPOR BARRIER FACING WITH 3 INCH WIDE
PRESSURE SENSITIVE ALUMINUM FOIL TAPE. SEAL CUTS OR TEARS WITH STRIPS OF THE
ALUMINUM FOIL TAPE.
E. OUTDOOR EXPOSED CONDITIONED AIR DUCTS:
1. INSTALL WEATHERPROOF MASTIC AND GLASS CLOTH PER MANUFACTURER'S RECOMMENDATIONS.
2. LOCATE JOINTS AND LONGITUDINAL SEAMS OF S 0 METAL JACKETING TO SHED WATER MINIMUM 3
INCH H OVERLAP, P, WEATHER SEALED. INSTALL STRAPS OVER 2 INCH WIDE BUTT STRIPS ON
END OF SECTION
SECTION 200820 - SYSTEMS OPERATIONS AND MAINTENANCE MANUALS
PART 1 - GENERAL
1.1 SECTION INCLUDES
G. DESCRIPTION: WORK INCLUDES PREPARATION OF MECHANICAL SYSTEMS OPERATION
AND MAINTENANCE MANUALS.
1.2 SCOPE OF WORK
A. PRODUCT DATA AND PARTS LIST: INCLUDE LOCAL SOURCE OF SUPPLY FOR PARTS
AND REPLACEMENT. LIST PARTS AND COMPONENTS OF EQUIPMENT STATING CATALOG
NUMBER (SERIAL NUMBER AND RATINGS, SUCH AS HP, VOLTAGE, AND GPM.) AND SIZE
OF PART USED IN R ON I
0 N EQU PMENT.
B. TROUBLESHOOTING GUIDE.
C. MANUFACTURER'S INSTALLATION AND SERVICE INSTRUCTIONS.
D. MANUFACTURER'S SERVICE INSTRUCTIONS.
E. START -UP INSTRUCTIONS WITH CERTIFICATES OF START -UP AND VERIFICATION.
F. FINAL APPROVED SUBMITTALS.
G. WARRANTIES.
PART 2 - PRODUCTS
2.1 FORMAT
A. ASSEMBLE OPERATION AND MAINTENANCE MANUAL IN 3 -RING BINDER(S).
END OF SECTION
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DIVISION 20 CONTINUED
SECTION 202110 - PIPING
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES PIPING AND ASSOCIATED APPURTENANCES FOR PIPING
THAT APPLY TO MULTIPLE SYSTEMS. PIPING SPECIFIC TO A SINGLE SYSTEM IS
SPECIFIED IN THAT PARTICULAR SECTION.
1.2 QUALITY ASSURANCE
A.CODES AND STANDARDS:
1. ASME B31.1, POWER PIPING.
2.ASME 831.9, BUILDING SERVICES PIPING.
1.3 SUBMITTALS
A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE
DATA FOR EACH TYPE OF PIPING FITTINGS AND ASSOCIATED APPURTENANCES.
B.TESTING REPORTS: PRESSURE TESTING RECORDS.
PART 2 - PRODUCTS
2.1 GENERAL
A.PRESSURE RATINGS: PROVIDE COMPONENTS WITH MINIMUM PRESSURE RATING OF 125
PSIG WORKING PRESSURE.
2.2 MANUFACTURERS
A.COPPER TUBING: CERRO, MUELLER, WOLVERINE.
B.COPPER TUBE FITTINGS: NIBCO®, MUELLER ELKHART.
C.GASKETS: CRANE, GARLOCK U. S. RUBBER, ANCHOR, FLEXITALLIC.
D.SHAPED NIPPLES: ALLIED, BONNEY FORGE.
2.3 COPPER TUBING
A.TUBING, ABOVE GRADE: TYPE L COPPER WATER TUBE HARD - DRAWN, ASTM B 88.
B.TUBING UNDERGROUND: TYPE K COPPER WATER TUBS SOFT -DRAWN ASTM B 88.
C.FITTINGS: WROUGHT COPPER SOLDER FITTINGS AND SCREWED ADAPTERS, ASME 816.22;
CAST BRONZE SOLDER JOINT FITTINGS AND SCREWED ADAPTERS, ASME B16.18.
D.UNIONS: WROUGHT COPPER SOLDER JOINT UNIONS, ASME B 16.22; CAST BRONZE
SOLDER JOINT FITTINGS, ASME B 16.18.
E.FLANGES AND FLANGED FITTINGS: CAST BRONZE, 125 POUND CLASS, ASME STANDARDS.
F. APPLICABLE 1/16 INCH AND COMPRESSED NON-ASBESTOS INSTALLED IALFULL,FACE FOR
GASKETS FOR FLAT FACED FLANGES.
G.JOINT COMPOUND: TEFLON TAPE.
H.SOLDER MATERIAL: 95 PERCENT TIN, 5 PERCENT ANTIMONY SOLDER OR 96 PERCENT
TIN 4 PERCENT SILVER CONFORMING TO ASTM B 32. J.W. HARRIS "BRIDGIT ", HARDY Sc
HARMAN ALLSTATE OR APPROVED.
PART 3 - EXECUTION
3.1 PIPING INSTALLATION
A.INSTALL PIPING FITTINGS AND APPURTENANCES IN ACCORDANCE WITH RECOGNIZED
INDUSTRY PRACTICES WHICH WILL ACHIEVE PERMANENTLY LEAKPROOF PIPING SYSTEMS,
CAPABLE OF PERFORMING EACH INDICATED SERVICE WITHOUT PIPING FAILURE.
B.INSTALL PIPE GENERALLY SLOPED TO PERMIT DRAINAGE AT LOW POINTS, FREE FROM
SAGS, BENDS, AND TRAPS, AND IN A MANNER TO CONSERVE SPACE FOR OTHER WORK.
3.2 FLUSHING
A.FLUSH PIPING WITH CLEAN WATER PRIOR TO CONNECTING TO EXISTING SYSTEMS AND
PRESSURE TESTING.
3.3 PRESSURE TESTING
A.TEST PIPING SYSTEMS BEFORE INSULATION HAS BEEN APPLIED AND BEFORE
BACKFILLING.
B.TEST PRESSURES AND DURATION: TEST PIPING SYSTEMS AT PRESSURE OF 1-1/2
TIMES I IN TESTS PRESSURE FOR RSUFFICIENTRTIME TO PERMITWCOMPLETE INSPECTION OF
SYSTEM UNDER TEST. MINIMUM 2 HOUR DURATION. TEST IN SECTIONS AND TEST
ENTIRE SYSTEM WHEN COMPLETELY INSTALLED.
C.TEST REPAIRS:
1. REMOVE MATERIALS SUCH AS GASKETS AND BOLTS DAMAGED DURING TESTS AND
FLUSHING AND PROVIDE NEW COMPONENTS.
2.USE NEW GASKETS EACH TIME A FLANGED JOINT IS MADE UP.
3.REPAIR DEFECTS WHICH DEVELOP DURING TESTING AND RETEST PIPING SYSTEMS UNTIL
THEY SHOW NO DEFECT OR WEAKNESS AND ARE TIGHT. DO NOT USE CHEMICALS,
STOP -LEAK COMPOUNDS MASTICS, OR OTHER TEMPORARY REPAIR METHODS.
D.TEST RECORDS: MAKE AND SUBMIT RECORDS FOR EACH PIPING INSTALLATION.
INCLUDE COPIES IN THE OPERATION AND MAINTENANCE MANUAL.
END OF SECTION
SECTION 202115 - PIPING SPECIALTIES
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES PIPE HANGERS AND SUPPORTS, STRAINERS,
THERMOMETERS, PRESSURE GAGES, TEMPERATURE /PRESSURE TEST PORTS (PETE'S
PLUGS AIR VENTS ALIGNMENT GUIDES, AND ASSOCIATED APPURTENANCES FOR PIPING
THAT
PLUGS), TO MULTIPLE SYSTEMS. SPECIALTY COMPONENTS SPECIFIC TO A SINGLE
SYSTEM ARE SPECIFIED IN THAT PARTICULAR SECTION.
1.2 QUALITY ASSURANCE
A.CODES AND STANDARDS:
1.ASME B31.1, POWER PIPING.
2.ASTM E 84, STANDARD TEST METHOD FOR SURFACE BURNING CHARACTERISTICS OF
BUILDING MATERIALS.
3.NFPA 255 SURFACE BURNING CHARACTERISTICS BUILDING MATERIALS.
4.UL 723 TEST FOR SURFACE BURNING CHARACTERISTICS OF BUILDING MATERIALS.
B.MSS COMPLIANCE: COMPLY WITH MSS SP -58 FOR MATERIALS DESIGN, AND
MANUFACTURE OF PIPE HANGERS AND SUPPORTS. COMPLY WITH MSS SP -69 FOR
SELECTION AND APPLICATION OF PIPE HANGERS AND SUPPORTS. COMPLY WITH MSS
SP -89 FOR FABRICATION AND INSTALLATION OF PIPE HANGERS AND SUPPORTS. REFER
TO MSS SP -90 FOR TERMINOLOGY USED IN THIS SECTION.
C.PIPE HANGERS AND CLAMPS AND RELATED COMPONENTS INSTALLED IN CEILING SPACES
USED AS A RETURN AIR PLENUM SHALL HAVE RATINGS PER NFPA 255, ASTM E 84,
AND UL 723 WITH FLAME SPREAD RATING NOT GREATER THAN 25 AND SMOKE
DEVELOPED RATING NOT GREATER THAN 50.
PART 2 - PRODUCTS
2.1 GENERAL
A.FURNISH FACTORY- FABRICATED PIPING SPECIALTIES PIPE HANGERS PIPE SUPPORTS,
ESCUTOCRHEONS,RECOMMENDED 'BY THERMOMETERS, PRESSURE FOR USE GAUGES AND
B.MATERIALS: MATCH PIPING MATERIAL AT POINT OF CONTACT WITH PIPING.
PART 3 - EXECUTION
3.1 PIPE HANGERS AND SUPPORTS
A.GENERAL: INSTALL BUILDING ATTACHMENTS AT REQUIRED LOCATIONS WITHIN CONCRETE
OR ON STRUCTURE STEEL FOR PROPER PIPING SUPPORT. INSTALL ADDITIONAL
SUPPORTS AT CONCENTRATED LOADS, INCLUDING VALVES FLANGES, GUIDES, STRAINERS,
EXPANSION JOINTS AND AT CHANGES IN DIRECTION OF PIPING.
B.INSTALL HANGERS AND SUPPORTS COMPLETE WITH NECESSARY INSERT, BOLTS, RODS,
NUTS WASHERS AND OTHER ACCESSORIES.
3.2 DIELECTRIC UNIONS AND NIPPLES
A.INSTALL AT THE FOLLOWING LOCATIONS:
1. AT BLACK AND GALVANIZED STEEL PIPING CONNECTIONS TO COPPER TUBING.
2.AT BLACK STEEL PIPING CONNECTIONS TO BRONZE VALVES AND SIMILAR DEVICES.
3.3 PIPE ESCUTCHEONS
A.INSTALL ESCUTCHEONS AT WALL, FLOOR AND CEILING PENETRATIONS IN EXPOSED
FINISHED LOCATIONS AND WITHIN CABINETS AND MILLWORK. USE DEEP - PATTERN
ESCUTCHEONS IF REQUIRED TO CONCEAL PROTRUDING PIPE FITTINGS. ESCUTCHEONS
NOT REQUIRED WHERE SLEEVES PROJECT ABOVE FLOOR.
END OF SECTION
DIVISION 21
SECTION 211000 - AUTOMATIC FIRE SUPPRESSION SYSTEMS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES DESIGN AND CONSTRUCTION OF COMPLETE AUTOMATIC
WET FIRE SUPPRESSION SYSTEMS BY EXTENDING EXISTING SYSTEM TO SERVE AFFECTED
AREA.
B.GENERAL REQUIREMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT,
INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS, DIVISION 01, AND SECTIONS
200500 AND 200510 APPLY TO WORK IN THIS SECTION.
1.2 QUALITY ASSURANCE
A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE
CODES AND ORDINANCES.
B.AUTHORITIES HAVING JURISDICTION (AHJS):
C.LOCAL FIRE DEPARTMENT.
D.CODES AND STANDARDS: NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER
SYSTEMS AND LOCAL JURISDICTION REQUIREMENTS.
E. FIRE SPRINKLER SYSTEM CONTRACTOR'S QUALIFICATIONS FOR PREPARATION OF SHOP
DRAWINGS INSTALLATIONS INSPECTIONS, MAINTENANCE, AND SERVICING: ONLY LICENSED
FIRE PROTECTION SPRINKLER SYSTEM CONTRACTORS SHALL EXECUTE CONTRACTS FOR
INSTALLATION INSPECTION, MAINTENANCE OR SERVICING OF FIRE PROTECTION
SPRINKLER SYSTEMS OR ANY PART OF SUCH SYSTEM.
F. FIRE SPRINKLER SYSTEM CONTRACTOR'S QUALIFICATIONS: ACTIVE NICET LEVEL III
(CERTIFIED ENGINEERING TECHNICIAN) CERTIFICATION IN FIRE PROTECTION ENGINEERING
TECHNOLOGY AUTOMATIC SPRINKLER SYSTEM LAYOUT.
G.TENANT CRITERIA: REVIEW MALL /TENANT CRITERIA FOR ADDITIONAL REQUIREMENTS AS
THEY PERTAIN TO FIRE SPRINKLER SYSTEMS.
1.3 SYSTEM DESIGN CRITERIA
A.DESIGN FURNISH AND INSTALL COMPLETE OPERABLE FIRE SUPPRESSION SYSTEMS IN
ACCORDANCE WITH THE LATEST ADOPTED EDITIONS OF IBC, IFC, NFPA 13 AND
APPLICABLE CITY, COUNTY, AND STATE LAWS, CODES AND STANDARDS. INCLUDE
ACCESSSrOR ES TO MEETSREQUIREMENTS OF AHJS LOW AIR CODES AND
STANDARDS.
B.IN AREAS WHERE LOCAL CODES REQUIRE COVERAGE BY EITHER FIRE SPRINKLERS OR
C.THETCONTRCATCOTOR PROVIDE COVERAGE SPRINKLERS. SHALL MEET
WITH THE AHJS PRIOR TO PREPARATION OF SHOP DRAWINGS, HYDRAULIC CALCS AND
EARTHQUAKE BRACING CALCULATIONS TO REVIEW PROCEDURES FOR HANDLING
SUBMITTALS, INSPECTION, TESTING AND FOR GENERAL COORDINATION AND TO VERIFY
SPRINKLER OCCUPANCY HAZARD CLASSIFICATIONS.
D.OBTAIN LATEST WATER SUPPLY ENGINEERING TEST DATA PRIOR TO DESIGN. INCLUDE 10
PERCENT SAFETY MARGIN IN SYSTEM DESIGN. IF TEST DATA IS NOT AVAILABLE,
CONDUCT TEST TO DETERMINE AVAILABLE FLOW AND PRESSURES TO HYDRAULICALLY
DESIGN SYSTEM.
E. COORDINATION WITH OTHER TRADES:
1. COORDINATE FIRE SUPPRESSION WORK WITH THAT OF MECHANICAL, SHEET METAL,
PLUMBING, AND PING, CONDUITS DUCTS SAND S MISLAAR ITEMS BEST ARRANGEMENT OBTAINED. OF
2.IDENTIFY POINTS OF CONFLICTf BETWEEN THIS WORK AND THAT OF OTHER TRADES SO
THAT CONFLICT MAY BE PROPERLY ADJUSTED. FIRE SUPPRESSION SYSTEM
SUBCONTRACTOR SHALL REMOVE AND RE- INSTALL WORK WHICH INTERFERES WITH
WORK OF OTHER TRADES AT NO ADDITIONAL COST TO THE OWNER.
F. NO CHANGE ORDERS WILL BE ISSUED FOR ADDITIONS AND DELETIONS OF SPRINKLER
HEADS AND ASSOCIATED PIPING EXCEPT AS SUCH ADDITIONS AND DELETIONS STEM
FROM CHANGES IN BUILDING DESIGN MADE SUBSEQUENT TO APPROVAL OF SHOP
DRAWINGS.
1.4 SUBMITTALS
A.COMPLY WITH REQUIREMENTS IN DIVISION 01 AND SECTION 200500.
B.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE
DATA FOR EACH ITEM SPECIFIED IN THIS SECTION.
C.SHOP DRAWINGS AND CALCULATIONS:
1.COMPLY WITH REQUIREMENTS IN NFPA 13.
2.SUBMIT PRELIMINARY LAYOUT SHOWING ONLY HEAD LOCATIONS FOR REVIEW BY THE
A/E. INCLUDE ADDITIONAL HEADS WHICH MAY BE REQUIRED FOR COORDINATED
CEILING MAY EXCEED NO ADDITIONAL REQUIREMENTS .ONINDICATE,SPRINKLER NUMBER OF
LOCATIONS AS FOLLOWS:
a.SUSPENDED ACCESSIBLE CEILINGS: LOCATE HEADS IN CENTER OF CEILING TILES UP
TO 2 FOOT TILE DIMENSION, AND 1/4 SECTION INTERVALS FOR 4 FOOT TILE
DIMENSION.
b.SUSPENDED INACCESSIBLE CEILINGS: LOCATE HEADS IN CONJUNCTION WITH LIGHT
FIXTURES AND OTHER DEVICES INSTALLED IN CEILING IN A SYMMETRICAL PATTERN.
c.ARRANGE HEADS IN STRAIGHT LINES THAT ARE PARALLEL AND PERPENDICULAR TO
WALLS.
3.AFTER A/E REVIEW OF SPRINKLER HEAD LOCATIONS, SUBMIT SHOP DRAWINGS AND
HYDRAULIC AND EARTHQUAKE BRACING CALCULATIONS TO THE A/E OF ENTIRE
SPRINKLER SYSTEM. SHOP DRAWINGS INCLUDE COMPLETE FLOOR PLANS SHOWING
NEW WORK AND SUFFICIENT EXTENT OF EXISTING WORK, LOCATIONS AND TYPES OF
HEADS, PIPE SIZES AND CUTTING LENGTHS, LOCATIONS AND SIZES OF REQUIRED BEAM
PENETRATIONS LOCATIONS AND TYPES OF HANGERS TEST VALVE(S), DRAIN VALVES,
AND OTHER RELATED ITEMS. INDICATE EXPOSED WORK.
4.INCLUDE AR IVA VESFLOW SWITCHES, .VENTERS AND VAULTS, AND TAMPER COMPONENTS ST
5.INDICATE LOCATION OF ALARM AND SUPERVISORY INITIATING DEVICES AND OTHER
DEVICES AND ELECTRICAL EQUIPMENT ASSOCIATED WITH THE FIRE SUPPRESSION
SYSTEMS.
6.FOLLOWING REVIEW AND APPROVAL BY THE A/E SUBMIT SHOP DRAWINGS AND
HYDRAULIC AND EARTHQUAKE BRACING CALC LAtIONS TO THE AHJS. DO NOT
PROCEED WITH INSTALLATION UNTIL SHOP DRAWINGS HAVE BEEN APPROVED BY THE
AHJS.
D.CONTRACTOR'S MATERIAL AND TEST CERTIFICATE: SUBMIT TO CERTIFY MATERIAL
SELECTION AND TESTING RESULTS USING FORM IN NFPA 13. COMPLETE APPLICABLE
PORTIONS OF FORM AND SIGN AND DATE IT.
E.OBTAIN FROM EACH AHJ WRITTEN CERTIFICATION THAT THE PERMANENT INSTALLATION
HAS BEEN INSPECTED AND THAT IT COMPLIES WITH AHJS PUBLISHED REGULATIONS AND
REQUIREMENTS. SUBMIT PRIOR TO SUBSTANTIAL COMPLETION.
F. OPERATION AND MAINTENANCE DATA:
1 NSUNS H,' EOEDTTEKNSFEEITRCTIO WIT RECOMMENDED UNDERSTANDABLE, REQUIRED ES IGRQUNCY OF EQUIPMENT
WITH METHODS FOR TESTING EQUIPMENT. INCLUDE TROUBLE - SHOOTING MANUAL.
2.PREPARE COMPLETE EASY -TO -READ UNDERSTANDABLE MAINTENANCE INSTRUCTIONS
INCLUDING THE FOLLOWING INFORMATION:
a.INSTRUCTION ON REPLACING COMPONENTS OF SYSTEM INCLUDING INTERNAL PARTS.
b.LIST OF EQUIPMENT AND COMPONENTS WITH ADDRESS AND PHONE NUMBER OF
BOTH MANUFACTURER AND LOCAL SUPPLIER OF EACH ITEM.
3.INCLUDE FIRE SUPPRESSION SYSTEM PRESSURE AND ALARM SYSTEM TESTS.
4.INCLUDE COPIES OF THE FOLLOWING PUBLICATIONS:
a.NFPA 25 STANDARD FOR INSPECTION, TESTING, AND MAINTENANCE OF WATER BASED
FIRE PROTECTION.
5.SUBMIT ONE WEEK MINIMUM PRIOR TO SYSTEM TRAINING.
G.RECORD DRAWINGS:
1. PROVIDE IN ACCORDANCE WITH DIVISION 01 AND SECTION 200500.
2.SUBMIT ONE WEEK MINIMUM PRIOR TO SYSTEM TRAINING.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A.MANUFACTURER OF EQUIPMENT REGULARLY ENGAGED IN THE MANUFACTURE OF
COMPONENTS SPECIFIED AND WITH PUBLISHED CATALOGS LISTING PERTINENT
SPECIFICATIONS OF ITEMS MANUFACTURED.
B.MANUFACTURERS NAME AND MODEL IDENTIFICATION USED THROUGHOUT THIS SECTION
ARE TO ESTABLISH GENERAL CONFIGURATION, FUNCTION, SIZE, PERFORMANCE AND
QUALITY.
C.MANUFACTURERS: TYCO FIRE & BUILDING PRODUCTS (GRINNELL GROOVED PRODUCTS,
CENTRAL SPRINKLER, GEM SPRINKLER, AND STAR SPRINKLER), THE VIKING CORP.
RELIABLE AUTOMATIC SPRINKLER CO., GLOBE FIRE SPRINKLER CORP., OR APPROVED.
2.2 GENERAL
A.EQUIPMENT MATERIAL, AND COMPONENTS REQUIRED BY NFPA TO BE LISTED: UL
LISTED AND LABELED AND APPROVED BY FM AND AHJS.
2.3 PIPE AND FITTINGS
A.PIPE:
1.COMPLY WITH REQUIREMENTS IN NFPA 13.
2.BLACK STEEL, ASTM A 53, ASTM A 135, OR ASTM A 795.
3.PIPE OTHER THAN SCHEDULE 40 OR SCHEDULE 10, ACCEPTABLE IF UL LISTED AND
LABELED, FM APPROVED AND APPROVED BY AHJS. CPVC PIPE NOT ACCEPTABLE.
4.SCHEDULE 40 PIPE USED IN CUT GROOVE JOINTS.
5.SCHEDULE 10 PIPE USED FOR ROLLED GROOVED JOINTS. ROLLED GROOVED JOINTS
FOR DRY PIPE SPRINKLER SYSTEMS NOT ACCEPTABLE.
6.INTERNAL AND EXTERNAL GALVANIZED STEEL FOR EXTERIOR PIPES, DRY PIPE
SPRINKLER SYSTEMS, AND DRAINS.
7.FLEXIBLE HEAD DROP COUPLINGS MAY BE USED AT CONTRACTOR'S OPTION. IF
FLEXIBLE HEAD DROP COUPLINGS ARE USED, USE THREADED FITTINGS. GASKET OR
PRESSURE FIT TYPE FITTINGS NOT ACCEPTABLE.
8.DUCTILE IRON, CEMENT LINED, CLASS 52, MECHANICAL OR PUSH -ON RESTRAINED
JOINTS FOR UNDERGROUND PIPE.
B.FITTINGS:
1.COMPLY WITH REQUIREMENTS IN NFPA 13.
2.MINIMUM 125 PSI CLASS.
3.2 INCH AND SMALLER: 150 POUND BLACK MALLEABLE OR DUCTILE IRON, SCREWED,
ANSI B16.3 AND ASTM A 197.
4.OR 1 DUCTILE IRON ASTM 5GROOVED S JOINT LLANGED FIIT'TINGS,,FORGEDOSTEEL ASTM 47
DUCTILE IRON.
5.GROOVED JOINT COUPLINGS: UL LISTED AND LABELED FOR SPRINKLER SERVICE.
MALLEABLE IRON ASTM A 47 OR DUCTILE IRON ASTM A 536 HOUSING. CHLORINATED
BUTYL GASKET. NUTS AND BOLTS ASTM A 183. MINIMUM 110,000 PSI TENSILE.
6.INTERNAL AND EXTERNAL GALVANIZED STEEL FITTINGS FOR EXTERIOR PIPES, DRY PIPE
SPRINKLER SYSTEMS, AND DRAINS.
7.PLAIN END COUPLINGS: PLAIN END COUPLINGS (ROUST -A- BOUTS, PLAINLOKS OR
SIMILAR COUPLINGS) NOT ACCEPTABLE.
8.HOLE CUT OUTLETS:
a. NOT ACCEPTABLE FOR NEW SYSTEMS.
2.4 VALVES
A.GENERAL: UL LISTED AND LABELED AND FM APPROVED, MINIMUM 175 PSI CLASS.
2.5 SPRINKLER HEADS
A.AUTOMATIC SPRINKLER QUICK RESPONSE HEADS OF THE TYPE AS REQUIRED BY THE
AHJS AND FINISH FOR THE AREAS AND CEILING CONSTRUCTION DESIGNATED IN
SCHEDULE ON THE DRAWINGS.
B.OPERATING TEMPERATURE: COMPLY WITH REQUIREMENTS IN NFPA 13. SELECT TO
COMPENSATE FOR THE MAXIMUM TEMPERATURES WHICH OCCUR IN A PARTICULAR AREA
DURING EITHER WINTER OR SUMMER CONDITIONS FROM SUCH SOURCES AS UNIT
HEATERS AND SUNLIGHT. IN NO CASE USE HEADS RATED LESS THAN 50 F HIGHER
THAN ANTICIPATED AMBIENT TEMPERATURE.
C.INCH DEDNT CSRNLR, AUFTIG OR FRICTION FIT FOR
EACH PENDANT PIKE SELF-ADJUSTING FITTING AGAINST IN
D.SPRINKLER HEAD GUARDS: INCLUDE WHERE SPRINKLER HEADS ARE SUBJECT TO
DAMAGE AND FOR SPRINKLER HEADS INSTALLED LOWER THAN 7 FEET ABOVE FINISHED
TPERSTEER. ASNG NLPATYAFEER NAP BLE CWITH N CYFAN SPRING MAINTENANCE ACCESS WIRE A TYPE OR SCREW
PLATED IN FINISHED AREAS.
E.SPRINKLER CABINET: INCLUDE WITH REQUIRED NUMBER OF SPRINKLER HEADS OF
RATINGS AND TYPES INSTALLED. ALSO INCLUDE ESCUTCHEONS AND SPRINKLER
WRENCH.
2.7 ALARM AND SIGNAL DEVICES
A.WATERFLOW SWITCH (SYSTEMS WITHOUT ALARM VALVES): VANE OR PADDLE TYPE FLOW
SWITCH, INSTALLED AND CONNECTED IN SUCH A MANNER THAT FLOW OF WATER EQUAL
TO OR GREATER THAN THAT FROM A SINGLE HEAD WILL AUTOMATICALLY ENERGIZE FIRE
ALARM SYSTEM. INCLUDE FIELD ADJUSTABLE TIME DELAY, ADJUSTABLE FROM 0 TO 60
SECONDS.
B.VALVE MONITOR SWITCHES: 115 VAC. BUILT -IN DUAL SUPERVISORY TAMPER SWITCH
OR ATTACHMENT FOR FIELD INSTALLED EXTERNAL SUPERVISORY TAMPER SWITCH FOR
GATE VALVES. INCLUDE FOR POST INDICATOR VALVES SHOWN ON CIVIL DRAWINGS.
C.PRESSURE GAGES: 3 -112 INCH DIAL, PHOSPHOR BRONZE TUBE, BRASS SOCKET, 300
PSI RANGE. INCLUDE NEEDLE VALVE.
2.8 BUILDING FIRE ALARM SYSTEM INTERFACE
A.COORDINATE WITH WORK SPECIFIED IN DIVISION 28.
2.9 SPECIALTIES
A.PIPE SUPPORTS: INCLUDE METAL PIPE SUPPORTS FLEXIBLE CONNECTIONS, SWAY
BRACES HANGERS, CLAMPS, AND OTHER PIPE SUPPORT ITEMS IN ACCORDANCE WITH
REQUIREMENTS IN NFPA 13. SEISMICALLY DESIGN PIPE HANGERS AND BRACES PER
IBC, AS EN7-05 AND SM C RETi41NING NOT USE "C- CLAMP" HANGERS UNLESS THEY
B.IDENTIFICATION SIGNS: ENAMELED SIGNS FOR DRAIN VALVES, TEST VALVES, CONTROL
VALVES, AND ALARM VALVES INDICATING THEIR USE.
C.MISCELLANEOUS CONNECTIONS AND FITTINGS: DRAIN VALVES, INSPECTOR'S TEST
CONNECTIONS, FLUSHING CONNECTIONS, DISCHARGE OUTLETS, AND OTHER ITEMS IN
ACCORDANCE WITH REQUIREMENTS IN NFPA 13.
D.PIPE SLEEVES: COMPLY WITH REQUIREMENTS IN SECTION 200510.
E. PIPE ESCUTCHEON PLATES: COMPLY WITH REQUIREMENTS IN SECTION 202115.
PART 3 - EXECUTION
3.1 INSPECTION
A.GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF
THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.
BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY.
3.2 PREPARATION
A.FIELD MEASUREMENTS: FIELD VERIFY LOCATIONS OF NEW AND EXISTING WORK PRIOR
TO COMMENCING WORK OF THIS SECTION.
B.PROTECTION: PROTECT SURROUNDING AREAS AND SURFACES TO PRECLUDE DAMAGE
FROM WORK OF THIS SECTION.
3.3 INSTALLATION, APPLICATION ERECTION, AND PERFORMANCE
A.GENERAL: INSTALL, APPLY, ERECT, AND PERFORM THE WORK IN ACCORDANCE WITH
SPECIFICATIONS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DIRECTIONS.
WHERE THESE MAY BE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS GOVERN.
B.COOPERATE WITH OTHER TRADES TO ENSURE ADEQUATE SPACE FOR PIPING PLACEMENT.
C.COORDINATEWWORK AND IMINIIMIZESIJNNECESSARY OFFSETS AND OTHER TRADES APPROVED
SHOP DRAWINGS. FAILURE TO COORDINATE DOES NOT RELIEVE FIRE SUPPRESSION
SUBCONTRACTOR FROM MEETING PERFORMANCE STANDARDS SPECIFIED IN THIS SECTION.
1. FIRE SUPPRESSION PIPING SHALL NOT:
a.REDUCE HEADROOM TO LESS THAN 7' -0" EXCEPT ABOVE CATWALKS.
b. PROJECT INTO ANY CATWALK, PASSAGEWAY LADDER RUN, ACCESS OR EGRESS.
c.INTERFERE WITH ELECTRICAL EQUIPMENT 0R ACCESS TO MECHANICAL UNITS
(INCLUDING FILTERS).
D.RELOCATE PIPING AND SPRINKLER HEADS WHICH, IN THE OPINION OF THE A /E, DO NOT
COMPLY WITH THE ABOVE IN A MANNER ACCEPTABLE TO THE A/E.
E.DO NOT ORDER, FABRICATE, OR INSTALL MATERIALS UNTIL APPROVALS ARE RECEIVED
FROM AHJS.
F.INSTALL MATERIAL IN STRICT ACCORDANCE WITH SHOP DRAWINGS APPROVED BY THE
AHJS AND REVIEWED BY THE A/E.
G.SERVICE INTERRUPTIONS: OBTAIN ADVANCE APPROVAL FROM THE OWNER AND LOCAL
FIRE DEPARTMENT.
3.4 FIRE SUPPRESSION SYSTEMS INSTALLATION
A.INSTALL PIPING CONCEALED ABOVE FURRED CEILINGS TO MINIMIZE OBSTRUCTIONS.
B.SUPPORT PIPING ONLY FROM STRUCTURAL MEMBERS AND NOT FROM WORK OF OTHER
TRADES.
C.INSTALL PIPING SYSTEM BRACED TO WITHSTAND DAMAGE FROM EARTHQUAKES. INSTALL
FLEXIBLE COUPLINGS AND EARTHQUAKE BRACING IN ACCORDANCE WITH IBC, ASCE 7 -05,
AND NFPA 13.
D.INSTALL SYSTEM AND AUXILIARY DRAINS TO DISCHARGE TO PAVED AREAS CONCRETE
SPLASH BLOCKS, SUITABLE WASTE WITHIN BUILDING, OR TO OTHER LOCATIONS AS
INDICATED OR REQUIRED BY THE A/E.
E.INSTALL BALL DRIP VALVE ON CHECK VALVE TO DRAIN PIPING FOR FIRE DEPARTMENT
CONNECTION. DRAIN TO FLOOR DRAIN OR OUTSIDE BUILDING.
F. ESCUTCHEON PLATES: INSTALL AT EXPOSED PIPE PENETRATIONS OF CEILINGS, FLOORS,
AND WALLS.
G.INSTALL HEAD GUARDS ON SPRINKLER HEADS INSTALLED LOWER THAN 7 FEET ABOVE
FINISHED FLOOR GRATING, AND MAINTENANCE ACCESS AREA. INSTALL ON EXTERIOR
SPRINKLER HEADS.
H.INSTALL SPRINKLER CABINET ADJACENT TO ALARM VALVE ASSEMBLY.
I. INSTALL INSPECTOR TEST VALVE AT HIGHEST AND MOST HYDRAULICALLY REMOTE PART
OF SYSTEM IN RELATION TO RISER ASSEMBLY. LOCATE TEST VALVES TO BE
ACCESSIBLE FROM FLOOR. COORDINATE LOCATIONS WITH A /E. PIPE TO STANDPIPE
DRAIN OR EXTERIOR CONCRETE SPLASH BLOCK.
J.INSTALL SLEEVES THROUGH WALLS AND FLOORS. COMPLY WITH REQUIREMENTS IN
SECTION 200510.
K.IDENTIFICATION SIGNS: INSTALL WITH CHAIN ON STEM OF VALVES. COMPLY WITH
REQUIREMENTS IN NFPA 13.
3.5 FIRE DETECTION AND SYSTEM ACTUATION
A.COORDINATE WITH FIRE ALARM SYSTEM WORK IN DIVISION 28.
B.SWITCHES: INSTALL WATERFLOW SWITCH FOR FIRE SPRINKLER SYSTEMS. INSTALL VALVE
MONITOR SWITCHES FOR VALVES, INCLUDING POST INDICATOR VALVES.
3.6 ELECTRIC POWER FOR FIRE SUPPRESSION SYSTEMS
A.COORDINATE ELECTRICAL POWER SOURCE REQUIRED FOR WORK OF THIS SECTION WITH
DIVISION 26.
B.WHERE NOT SHOWN ON THE ELECTRICAL DRAWINGS, PROVIDE POWER WIRING FROM
ELECTRICAL PANEL CIRCUIT BREAKERS TO DEVICES REQUIRING LINE VOLTAGE POWER.
SIMILARLY, PROVIDE LOW VOLTAGE WIRING FROM ALARM AND SIGNAL DEVICES TO FIRE
ALARM SYSTEM FOR FINAL CONNECTIONS BY THE FIRE ALARM SYSTEM SUBCONTRACTORS.
C.WHERE EMERGENCY POWER IS INCLUDED IN THE WORK OR EXISTS IN BUILDING, EXTEND
ELECTRICAL POWER SOURCE FROM THAT EMERGENCY POWER SYSTEM.
3.7 FIELD QUALITY CONTROL
A.FLUSH, TEST, AND INSPECT FIRE SUPPRESSION AND STANDPIPE SYSTEMS ACCORDING TO
NFPA 13.
B.TEST COMPLETE ALARM SYSTEM, INCLUDING CONTROL AND SIGNAL CIRCUITS.
C.NOTICE: GIVE 1 WEEK NOTICE AND ARRANGE FOR FIELD TESTS AND INSPECTIONS BY
AHJS, INCLUDING PAYING FOR INSPECTION FEES AND SECURING PERMITS FOR SAME.
D.APPROVAL AND ACCEPTANCE: AFTER FIRE SUPPRESSION SYSTEMS HAVE BEEN
COMPLETELY INSTALLED, TESTED, AND SUBSTANTIAL COMPLETION REVIEW ITEMS
CORRECTED, OBTAIN APPROVAL AND ACCEPTANCE OF SYSTEM BY AHJS IN ACCORDANCE
WITH NFPA 13. RETESTS DUE TO FAILURE TO MEET DESIGN REQUIREMENTS SHALL BE
AT NO ADDITIONAL COST TO THE OWNER. SUBMIT COMPLETED CONTRACTOR'S MATERIAL
AND TEST CERTIFICATE USING FORM IN NFPA 13.
3.8 CLEANING AND PROTECTION
A.CLEAN DIRT AND DEBRIS FROM SPRINKLERS.
B.APPLY MASKING TAPE OR PAPER COVER TO PROTECT SPRINKLER HEADS, COVER PLATES,
AND SPRINKLER ESCUTCHEONS TO PROTECT FROM FIELD PAINTING. REMOVE AFTER
PAINTING. REMOVE SPRINKLER HEADS HAVING PAINT OTHER THAN FACTORY FINISH AND
PROVIDE NEW. CLEANING AND REUSE OF PAINTED SPRINKLER HEADS NOT ACCEPTABLE.
C.PROTECT SPRINKLER HEADS FROM DAMAGE UNTIL SUBSTANTIAL COMPLETION.
D.FIRE SUPPRESSION SYSTEM SUBCONTRACTOR SHALL BE RESPONSIBLE DURING
INSTALLATION AND TESTING PERIODS OF SPRINKLER SYSTEMS FOR ANY DAMAGE TO
WORK OF OTHERS AND TO BUILDING AND ITS CONTENTS CAUSED BY LEAKS IN
EQUIPMENT, BY UNPLUGGED OR DISCONNECTED PIPES FITTINGS OR BY OVERFLOW, AND
SHALL PAY FOR NECESSARY REPLACEMENTS OR REPAIRS TO WORK OF OTHERS
DAMAGED BY SUCH LEAKAGE.
END OF SECTION
REVIEWED FOR
CODE COMPLIANCE
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DIVISION 22
SECTION 221116 - DOMESTIC WATER SYSTEM
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES DOMESTIC WATER PIPING FOR POTABLE AND NON - POTABLE
SYSTEMS AND ASSOCIATED APPURTENANCES.
1.2 QUALITY ASSURANCE
A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY AND STATE CODES AND
ORDINANCES.
1.3 SUBMITTALS
A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA
FOR EACH ITEM SPECIFIED IN THIS SECTION.
B.CERTIFICATES:
1. CERTIFICATES OF INSPECTION BY AUTHORITIES HAVING JURISDICTION (AHJ)
2.CERTIFICATES OF SATISFACTORY BACTERIOLOGICAL TEST
C.TESTING REPORTS: PRESSURE TESTING RECORDS.
PART 2 - PRODUCTS
2.1 GENERAL
A.BASIC PIPING MATERIALS AND PRODUCTS REQUIRED FOR WORK OF THIS SECTION ARE SPECIFIED
IN SECTIONS 200510, 200523, 202110, AND 202115.
2.2 POTABLE WATER PIPING
A.ALL SIZES INSIDE BUILDING: COMPLY WITH REQUIREMENTS IN SECTION 202110. COPPER TUBING
PART
ON3LY_ SWEAT, FLA
ITNGED, OR GROOVED JOINT CONNECTIONS ONLY.
3.1 INSPECTION
A.GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS
SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING
WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY.
3.2 PIPING INSTALLATION
A.COMPLY WITH REQUIREMENTS IN SECTION 202110.
B.INSTALL PIPE SUPPORTS IN ACCORDANCE WITH MSS SP -69 AND SECTION 202115, WHICHEVER IS
MORE STRINGENT.
C.INSTALL HOT AND COLD WATER PIPING RUNOUTS TO FIXTURES OF SIZES INDICATED, BUT IN NO
CASE SMALLER THAN REQUIRED BY APPLICABLE PLUMBING CODE.
D.INSTALL ISOLATION VALVES AS INDICATED.
3.3 MECHANICAL EQUIPMENT CONNECTIONS
A.CONNECT HOT AND COLD WATER PIPING TO MECHANICAL EQUIPMENT AS INDICATED ON THE
DRAWINGS. COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL
SHUTOFF VALVE AND UNION FOR EACH CONNECTION AND DRAIN VALVE ON DRAIN CONNECTION.
LOCATE UNIONS TO ALLOW REMOVAL OF EQUIPMENT WITHOUT PIPING DISASSEMBLY BEYOND UNION.
3.4 PRESSURE TESTING
A.TEST PIPING AT FULL WORKING PRESSURE IN ACCORDANCE WITH APPLICABLE PLUMBING CODE.
COMPLY WITH REQUIREMENTS IN SECTION 202110. INCLUDE TEST RESULTS IN OPERATION AND
MAINTENANCE MANUALS.
3.5 STERILIZATION AND FLUSHING OF WATER PIPING
A.AFTER COMPLETION OF WATER PIPING INSTALLATION, BUT PRIOR TO CONNECTION TO EXISTING
MAINS, FLUSH SYSTEM WITH CLEAN WATER. COMPLY WITH REQUIREMENTS IN SECTION 202110.
TAKE SAMPLE OF WATER FROM SYSTEM TO DETERMINE COMPLIANCE WITH HEALTH DEPARTMENT
STANDARDS. OBTAIN NECESSARY TESTS FROM GOVERNING HEALTH DEPARTMENT. IF SAMPLE IS
B.STTERILIZEFFOR I EIGHT PERFORM CONTACT TIME WITH 50 PARTS PER MILLION CHLORINE
CONCENTRATION. OPEN VALVES SEVERAL TIMES. FOLLOW BY FLUSHING WITH CLEAN WATER UNTIL
RESIDUAL CHLORINE IS LESS THAN 0.2 PARTS PER MILLION.
C.AFTER FLUSHING AND STERILIZATION ARE COMPLETE CONDUCT TESTS TO DETERMINE COMPLIANCE
WITH HEALTH DEPARTMENT STANDARDS FOR STERILIZATION RESULTS. IF PIPE SYSTEM IS FOUND
TO BE CONTAMINATED CORRECT DEFECTS AND PERFORM ADDITIONAL FLUSHING AND STERILIZATION
UNTIL SATISFACTORY RESULTS ARE OBTAINED.
D.SUBMIT WRITTEN CERTIFICATION OF FLUSHING AND STERILIZATION BY LOCAL AHJ.
END OF SECTION
SECTION 221316 - SOIL, WASTE, AND VENT PIPING SYSTEM
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES BUILDING DRAINAGE PIPING AND ASSOCIATED APPURTENANCES.
1.2 QUALITY ASSURANCE
A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY AND STATE CODES AND
ORDINANCES.
1.3 SUBMITTALS
A.SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA, ASSEMBLY -TYPE SHOP DRAWINGS, AND
MAINTENANCE DATA.
B.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA
FOR EACH ITEM SPECIFIED IN THIS SECTION.
C.TEST REPORTS:
1. FIELD START -UP AND TEST REPORTS.
2.SUBMIT COMPLETED COPY OF REPORT AND INCLUDE COPY IN THE OPERATION AND MAINTENANCE
MANUAL
PART 2 - PRODUCTS
2.1 GENERAL
A.BASIC PIPING MATERIALS AND PRODUCTS REQUIRED FOR WORK OF THIS SECTION ARE SPECIFIED
IN SECTIONS 200515 AND 202115.
B.PIPING SPECIFIED IN THIS SECTION APPLY TO THE FOLLOWING SYSTEMS:
1. WASTE AND VENT.
2.INDIRECT DRAIN FOR EQUIPMENT, AIR VENT, COOLING COIL CONDENSATE DRAINS AND SIMILAR
APPLICATIONS.
2.2 MANUFACTURERS
A.DRAINS CLEANOUTS, AND MISCELLANEOUS: JAY R. SMITH JOSAM, WADE, ZURN, WATTS DRAINAGE,
OR APPROVED. JAY R. SMITH MODEL NUMBERS ARE LISTED.
2.3 PIPING, TUBING AND FITTINGS
A.PIPING MATERIALS:
1. CAST IRON:
a.PIPE: SERVICE WEIGHT CAST IRON SOIL PIPE MARKED WITH COLLECTIVE TRADEMARK OF CAST
CISPI
IRON SOIL PIP E INSTITUTE (CISPI).
b.HUB AND SPIGOT JOINTS: ASTM A 74 COMPRESSION GASKETED TYPE SPECIFICALLY
DESIGNED FOR PIPE AND FITTINGS USED OR CAULKED TYPE. GASKETS ASTM C 564, RUBBER.
c. HUBLESS JOINTS: ASTM A 888 OR CISPI NO. 301 AND CISPI NO. 310.
1)COUPUNGS FOR UNDERGROUND PIPE AND FITTINGS: COMPLIANT WITH FACTORY MUTUAL
RESEARCH STANDARD FM 1680, TYPE 304 STAINLESS STEEL HOUSING OR SHIELD AND
STAINLESS
K
I SS STEEL CLAMPS, NEOPRENE GASKET
WITH SEALING RINGS TO ASTM C 564.
CLAMP -ALL HI TORQUE 80 OR HUSKY SD 4000. NO SUBSTITUTIONS.
2)COUPUNGS FOR ABOVE- GROUND PIPE AND FITTINGS: COMPLIANT WITH FACTORY MUTUAL
RESEARCH STANDARD FM
R 1680 TYPE
304 STAINLES S ST EEL HOUSING OR SHIELD AND
STAINLESS STEEL CLAMPS NEOPRENE GASKET WITH SEALING RINGS TO ASTM C 564.
CLAMP -ALL HI TORQUE 80 HUSKY SD 2000, OR MISSION RUBBER COMPANY HEAVYWEIGHT
COUPLING. NO SUBSTITUTIONS.
d.FITTINGS: ASTM A 74 FOR HUB AND SPIGOT PIPING AND ASTM A 888 OR CISPI 301 FOR
HUBLESS PIPING.
2.GALVANIZED STEEL:
a.PIPE: STANDARD WEIGHT OR SCHEDULE 40, ASTM A 53 OR ASTM A 106.
b. FITTINGS:
c.DRAINAGE FITTINGS: GALVANIZED CAST IRON DRAINAGE PATTERN, SCREWED ASME B16.12.
d. VENT FITTINGS: 150 POUND GALVANIZED MALLEABLE IRON, SCREWED, ASME B16.3.
3.COPPER:
b.FIITTINGS TYPE OPPER,DASME DRAINAGE TUBING, WROUGHTCOPPER,6ASME B16.29, SOLDER JOINT.
B.ABOVE- GROUND WASTE AND VENT PIPING:
1.1-1/2 INCH AND SMALLER: CAST IRON, OR COPPER AT CONTRACTORS OPTION.
2.2 INCH AND LARGER: CAST IRON.
C.INDIRECT DRAIN (CONDENSATE) PIPING: COPPER.
2.4 CLEANOUTS
A.STANDARD: FABRICATE IN ACCORDANCE WITH ASME A 112.36.2M.
B.FLOOR CLEANOUTS (FCO_,) IN FINISHED SPACES: COATED CAST IRON BODY AND FRAME, ROUND
ADJUSTABLE WHERNNECINSTALBLEOD IN TOP, TAPER WTHTCARPDE,T.BRVERIFYPFLOOR (FINISH WIITH ROOM
FINISH SCHEDULE ON THE ARCHITECTURAL DRAWINGS. JAY R. SMITH FIGURE 4023S.
C.ADJUSTABLLEENSCORIATED )CASTLIRONITOPDWITHCNON -TITLT HEAVY DUN IRON APER THRE'ADROUND
BRONZE PLUG. JAY R.) SMITH FIGURES 4243S OR 4253S.
D.COVERCANDNVANDAL W PTR)OOFCS CAST LENGTH OF WITH TAPER TO SUITAIINSTTAOLLATION STAINLESS STEEL
JAY R. SMITH FIGURE 4472T.
2.5 VENTS THROUGH ROOF
A.VENT FLASHINGS:
1. DEKTITE FLASHINGS (FLEXIBLE RUBBER BOOT FLASHING) AT PIPE PENETRATIONS THROUGH STEEL
OR COMPOSITION ROOFS.
2.USE 4 POUND PER SQUARE FOOT SEAMLESS LEAD FLASHING SKIRT MINIMUM OF 8 INCHES
EXTENDING FROM PIPE WITH CONICAL GALVANIZED STEEL REINFORCING BOOT AND
TT
COUNTERFLASHING FITTING ON BUILT -UP ROOFING.
B.CONNEIN TRECTAPPESTHREAED NELR STEL PPEPTCEESD SECTO FOR PIPES, BASFOE ISWIH RECESSED T
SCREW. JAY R. SMITH FIGURE 1748.
PART 3 - EXECUTION
3.1 PIPING INSTALLATION
A.GENERAL:
1. COMPLY WITH REQUIREMENTS IN SECTION 202110.
2.INSTALL WITH UNIFORM PITCH OF AT LEAST 1/4 INCH PER FOOT FOR HORIZONTAL WASTE AND
RAINLEADER PIPING, UNLESS OTHERWISE INDICATED ON THE DRAWINGS OR ALLOWED BY AHJ.
3.INSTALL CAST IRON SOIL PIPING ACCORDING TO CISPI'S "CAST IRON SOIL PIPE AND FITTINGS
HANDBOOK ",
4.PITCH VENTS FOR PROPER DRAINAGE. VENT PIPING MAY BE INSTALLED HORIZONTAL IF
REQUIRED TO AVOID CONFLICT WITH BUILDING ELEMENTS.
5.JOINTS AND CONNECTIONS:
*.BELL AND SPIGOT: NEOPRENE COMPRESSION SEALS.
b.HUBLESS: ALTERNATELY AND INCREMENTALLY TIGHTEN CLAMP BOLTS TO MANUFACTURER'S
RECOMMENDED TORQUE VALUE, USING SINGLE SETPOINT TORQUE WRENCH SPECIFICALLY
MANUFACTURED FOR THIS PURPOSE. DO NOT USE SCREWDRIVERS OR OTHER TYPES OF
WRENCHES. RETORQUE AFTER 24 HOURS IF REQUIRED BY MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
6.CLEAN INTERIOR OF PIPING OF DIRT AND OTHER SUPERFLUOUS MATERIAL AS WORK
PROGRESSES. MAINTAIN SWAB IN PIPING AND PULL PAST EACH JOINT AS COMPLETED.
7.PLACE PLUGS IN ENDS OF UNCOMPLETED PIPING AT END OF DAY OR WHENEVER WORK STOPS.
B.ABOVE- GROUND PIPING:
1. SUPPORT HORIZONTAL PIPING TO MAINTAIN ALIGNMENT, PREVENT GRADE REVERSALS, AND
PREVENT SAGGING.
2.SUPPORT VERTICAL STACKS AT EACH FLOOR WITH RISER CLAMPS.
3.HUB AND SPIGOT PIPE: SUPPORT AT 5 FEET MAXIMUM CENTERS AND WITHIN 18 INCH OF EACH
JOINT. MINIMUM 1 HANGER OR SUPPORT BETWEEN ANY 2 JOINTS AND FITTINGS.
4.HUBLESS PIPE: PROVIDE HANGERS AND SUPPORTS IN ACCORDANCE WITH APPLICABLE PLUMBING
CODE.
C.UNDERGROUND PIPING:
1. PERFORM TRENCHING AND BACKFILLING ASSOCIATED WITH PLUMBING INSTALLATION IN
ACCORDANCE WITH PERTINENT PROVISIONS OF EXCAVATING, FILLING, AND GRADING REQUIREMENTS
IN DIVISION 31 AND SECTION 200515.
2.UNIFORM SUPPORT AND SPIGOT IPIPE,PANDGTO INSTALL JOINING. IN INSTALL HUBS GRADED PROVIDE
3.2 CLEANOUTS
A.INSTALL WASTE, CLEANOUTS AT BASE OF STACKS AND IN ACCORDANCE WITH REQUIREMENTS IN
THE APPLICABLE PLUMBING CODE. FULL PIPE SIZE, 4 INCH MAXIMUM. LOCATE AT MINIMUM 50
FOOT INTERVALS FOR PIPING 4 INCH AND SMALLER AND AT 100 FOOT INTERVALS FOR PIPING 6
INCH AND LARGER.
B.INSTALL WALL CLEANOUTS IN RESTROOMS WITH GREATER THAN 2 WATER CLOSETS AND URINALS
OR AS INDICATED ON PLANS.
C.INSTALL AT SINKS.
D.DEMONSTRATE REMOVAL OF CLEANOUT COVERS.
3.3 VENTS THROUGH ROOF
A.LOCATIONS SHOWN ON THE DRAWINGS ARE PRELIMINARY. COORDINATE FINAL LOCATIONS WITH
OTHER TRADES, MINIMUM 10' -0" FROM OUTSIDE AIR INTAKES.
B.ROOF PENETRATIONS SHALL BE BY LANDLORD'S ROOF CONTRACTOR AT THIS CONTRACTOR'S
EXPENSE.
3.4 EQUIPMENT CONNECTIONS
A.INSTALL SOIL AND WASTE PIPING RUNOUTS TO PLUMBING FIXTURES AND DRAINS WITH APPROVED
TRAP AND SIZES INDICATED ON THE DRAWINGS, BUT IN NO CASE SMALLER THAN THAT REQUIRED
BY THE APPLICABLE PLUMBING CODE.
B.LOCATE PIPING RUNOUTS AS CLOSE AS POSSIBLE TO BOTTOM OF FLOOR SLAB SUPPORTING
FIXTURES AND DRAINS.
C.INSTALL TRAP WHERE MANUFACTURER DOES NOT INCLUDE TRAP FOR FIXTURE. INSTALL TO BE
REMOVABLE FOR SERVICING AND REPLACEMENT.
D.INSTALL DRAIN FLASHING COLLAR OR FLANGE SO THAT NO LEAKAGE OCCURS BETWEEN DRAIN AND
ADJOINING FLOORING. MAINTAIN INTEGRITY OF WATERPROOF MEMBRANES.
E.INSTALL CONDENSATE DRAINS FROM COOLING COIL CONDENSATE DRAINS WITH TRAP. TERMINATE
WITH 1 INCH AIR GAP OVER FLOOR DRAIN, FLOOR SINK, SERVICE SINK, OUTDOORS, OR AS
INDICATED ON THE DRAWINGS.
3.5 PRESSURE TESTING
A.TEST DRAINAGE PIPING IN ACCORDANCE WITH APPLICABLE PLUMBING CODE. COMPLY WITH
REQUIREMENTS IN SECTION 202110. TEST BY AIR OR WATER FOR METAL PIPING AND BY AIR FOR
ABS PIPING. INCLUDE TEST RESULTS IN OPERATION AND MAINTENANCE MANUALS.
END OF SECTION
SECTION 224000 - PLUMBING FIXTURES
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES PLUMBING FIXTURES AND FITTINGS INSTALLATIONS OF AND
CONNECTIONS TO FIXTURES FURNISHED UNDER OTHER SPECIFICATION DIVISIONS AND ASSOCIATED
APPURTENANCES.
B.GENERAL REQUIREMENTS.
1.2 QUALITY ASSURANCE
A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY AND STATE CODES AND
ORDINANCES.
B.CODES AND STANDARDS:
1.ICC A117.1, ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.
2.PUBLIC LAW 102 -486 ENERGY POLICY ACT.
3.NSF 61, DRINKING WATER SYSTEM COMPONENTS HEALTH EFFECTS.
.SELECT COMBINATIONS OF FIXTURES AND TRIM, FAUCETS, FITTINGS, AND OTHER COMPONENTS THAT
ARE COMPATIBLE.
D.FIXTURES SHALL BE VANDAL RESISTANT.
1.3 SUBMITTALS
A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA
FOR EACH ITEM SPECIFIED IN THIS SECTION. INDICATE ACCESSORIES WHERE REQUIRED FOR
COMPLETE SYSTEM AND INSTALLATION INSTRUCTIONS.
1.4 DEFINITIONS
A.ACCESSIBLE FIXTURE: PLUMBING FIXTURE THAT CAN BE APPROACHED, ENTERED, AND USED BY
PEOPLE WITH DISABILITIES.
B.FITTINGS AND TRIM: DEVICES THAT CONTROL FLOW OF WATER INTO OR OUT OF PLUMBING
FIXTURE. FITTINGS SPECIFIED IN THIS SECTION INCLUDE SUPPLIES AND STOPS FAUCETS AND
SPOUTS, SHOWER HEADS, DRAINS AND TAILPIECES, AND TRAPS AND WASTE PIPES.
1.5 COORDINATION
'
A.COORDINATE ROUGHING -IN AND FINAL PLUMBING FIXTURE LOCATIONS AND VERIFY THAT FIXTURES
CAN BE INSTALLED TO COMPLY WITH ORIGINAL DESIGN AND REFERENCED STANDARDS.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A.STAINLESS STEEL SINKS: ELKAY JUST OR APPROVED.
B.FAUCETS: CHICAGO FAUCETS 0R APPROVED.
C.PLUMBING BRASS: AMERICAN STANDARD BRASSCRAFT, KOHLER, CHICAGO FAUCET, CRANE, EWER,
SPEAKMAN, SYMMONS T &S BRASS MCGUIRE ELKAY, JUST OR APPROVED.
2.2 PLUMBING FIXTURES AND TRIM GENERAL
' ERAL
A.FIXTURE: AS SCHEDULED IN PLUMBING FIXTURE SCHEDULE ON PLANS.
B.FIXTURE COLOR: WHITE UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS.
C.EXPOSED METAL PARTS: CHROMIUM OVER NICKEL FINISH.
D. NTFEGRALL VALVES: INCLUDE IN WATER AANGLEF CONNECTIONS WITH LOCK TSHIELD EXCEPT VERTICAL TUBE,
POLISHED CHROME PLATE FINISH WHERE EXPOSED AND ROUGH WHERE CONCEALED.
E.EXPOSED SUPPLIES: 1/2 INCH OUTSIDE DIAMETER ANNEALED VERTICAL TUBING.
F. PIPE ESCUTCHEONS: INCLUDE WHERE PIPE OR OTHER FITTING ENTERS WALL AT FIXTURE.
COMPLY WITH REQUIREMENTS IN SECTION 202115.
G.TAILPIECE EXTENSION, TRAP, AND ARM TO WALL: 17 GAGE, SEAMLESS, CHROME PLATED TUBING
WITH CLEANOUT FOR SINKS.
H.VACUUM BREAKER: INCLUDE ON WATER SUPPLY TO EACH FIXTURE WHICH HAS A WATER
CONNECTION LOCATED BELOW THE RIM AND FOR FIXTURES WITH FAUCETS WITH THREADED
OUTLETS FOR HOSE ATTACHMENT, FLOW- THROUGH PATTERN.
2.3 SEALANT
A.MANUFACTURER AND TYPE: COLOR TO MATCH FIXTURE. GENERAL ELECTRIC NO. 1200 SILICONE
PART UIILDING SEEAXLEAC I,fION W CORNING NO. 780 CONSTRUCTION SEALANT, OR APPROVED.
3.1 FIXTURE INSTALLATION
FITTINGS, AND OTHER COMPONENTS ACCORDING TO MANUFACTURERS'
A.ASSEMBLE FIXTURES TRIM NGS D E COM 0 ENTS
WRITTEN INSTRUCTIONS. REFER TO 'ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHTS.
B.COUNTER - MOUNTED FIXTURES: INSTALL AND ATTACH TO CASEWORK.
C.INSTALL WATER- SUPPLY PIPING WITH STOP ON EACH SUPPLY TO EACH FIXTURE TO BE
CONNECTED TO WATER DISTRIBUTION PIPING. ATTACH SUPPLIES TO SUPPORTS OR SUBSTRATE
WITHIN PIPE SPACES BEHIND FIXTURES.
D.FOR FIXTURES WITHOUT INTEGRAL TRAPS INSTALL TRAP AND WASTE PIPING ON DRAIN OUTLET OF
EACH FIXTURE TO BE DIRECTLY CONNECTED TO SANITARY DRAINAGE SYSTEM.
E.INSTALL WATER HAMMER ARRESTERS IN ACCORDANCE WITH PLUMBING DRAINAGE INSTITUTE
STANDARD P.D.I. WH -201 OR ASSE 1010 RECOMMENDATIONS. INSTALL AT ENDS OF HOT AND
SERVING 2 OR MORE FIXTURES AND AT SOLENOID VALVES, DISHWASHERS, AND
COLD WATER PIPES SERV A ,
OTHER EQUIPMENT HAVING QUICK CLOSING VALVES.
3.2 PLUMBING FIXTURES, FITTINGS AND TRIM CONNECTION
A.CONNECT HOT AND COLD WATER AND SOIL, WASTE, AND VENT PIPING TO PLUMBING FIXTURES AS
INDICATED ON THE DRAWINGS. COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION
INSTRUCTIONS.
3.3 FIELD QUALITY CONTROL
A.REPLACE DAMAGED FIXTURES AND COMPONENTS.
B.TEST INSTALLED FIXTURES AFTER WATER SYSTEMS ARE PRESSURIZED FOR PROPER OPERATION.
3.4 ADJUSTING
A.OPERATE AND ADJUST FAUCETS AND CONTROLS.
B.ADJUST WATER PRESSURE AT FAUCETS AND FLUSH VALVES TO PRODUCE PROPER FLOW AND
STREAM.
C.REPLACE WASHERS AND SEALS OF LEAKING AND DRIPPING FAUCETS AND STOPS.
D.TEST AND BALANCE TRAP PRIMER SYSTEMS. ARRANGE PIPING TO ACHIEVE EQUAL FLOW TO EACH
FLOOR DRAIN AND FLOOR SINK.
3.5 CLEANING
A.CLEAN F1 FIXTURES, SKATE FAUCETS, AND OTHER FITTINGS WITH MANUFACTURERS' RECOMMENDED CLEANING
END OF SECTION
SECTION 226313 - MEDICAL GAS PIPING SYSTEMS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES MEDICAL GAS PIPING SYSTEMS AND ASSOCIATED APPURTENANCES
AS EXTENSION OF EXISTING SYSTEMS.
B.GENERAL REQUIREMENTS: DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT INCLUDING
GENERAL AND SUPPLEMENTARY CONDITIONS, DIVISION 01, AND SECTIONS 200500 AND 200510
APPLY TO WORK IN THIS SECTION.
1.2 QUAUTY ASSURANCE
A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE CODES AND
ORDINANCES.
B.CODES AND STANDARDS:
1.AMERICAN INSTITUTE OF CARCHITE TS, GUIDELINES FOR CONSTRUCTION AND EQUIPMENT OF
2.ASME BPVC, BOILER PRESSURE AND VESSEL CODE, SECTION VIII, RULES FOR CONSTRUCTION OF
PRESSURE VESSELS DIVISION 1.
3.ASSE 6000 SERIES PROFESSIONAL QUALIFICATIONS STANDARD FOR MEDICAL GAS SYSTEMS
INSTALLERS, INSPECTORS, VERIFIERS, MAINTENANCE PERSONNEL AND INSTRUCTORS.
4.COMPRESSED GAS ASSOCIATION (CGA):
a.PAMPHLET G -4.1, CLEANING EQUIPMENT FOR OXYGEN SERVICE.
b.PAMPHLET G -6.1, STANDARD FOR NITROUS OXIDE SYSTEMS AT CONSUMER SITES.
c.PAMPHLET M -10, GUIDE FOR MEDICAL GAS SUPPLY SYSTEMS AT CONSUMER SITES.
d.PAMPHLET P -1, SAFE HANDUNG OF COMPRESSED GASES IN CONTAINERS.
e.PAMPHLET P -2, CHARACTERISTICS AND SAFE HANDLING OF MEDICAL GASES.
f. PAMPHLET V -5, DIAMETER INDEX SAFETY SYSTEMS (DISS).
S.CRYOGEN'ISTANDARD
FLUIDS DINE FOR AND STATIONARY CONTAINERS, CYLINDERS, COMPRESSED GASES AND
6.NFPA 70, NATIONAL ELECTRICAL CODE.
7.NFPA 99, STANDARDS FOR HEALTH CARE FACILITIES.
8.UNITED STATES PHARMACOPOEIAL CONVENTION (USP), UNITED STATES PHARMACOPOEIA XXVIII/
NATIONAL FORMULARY XXIII.
9.WASHINGTON ADMINISTRATIVE CODE (WAC), SECTION 246 -320.
C.MEDICAL GAS EQUIPMENT MANUFACTURER'S (MGEM) QUALIFICATIONS:
1.PERSONNEL ASSEMBUNG MEDICAL AIR, VACUUM, AND WASTE ANESTHETIC GAS DISPOSAL (WAGD)
PLANT SHALL MEET NFPA 99 AND HOLD MEDICAL GAS ENDORSEMENTS REQUIRED BY ASSE 60110.
2.ONE MGEM SHALL SUPPLY MEDICAL GAS SYSTEMS AND EQUIPMENT INCLUDING OUTLETS AND
VALVES.
D.MEDICAL GAS PIPING INSTALLER'S QUALIFICATIONS: QUALIFY INSTALLERS ACCORDING TO
ASSE 6010.
E.TESTING AGENCY QUALIFICATIONS:
1.DEMONSTRATE TO A /E'S SATISFACTION, BASED ON A /E'S EVALUATION OF CRITERIA CONFORMING
TO ASTM E699 THAT INDEPENDENT TESTING AGENCY HAS THE EXPERIENCE AND CAPABILITY TO
SATISFACTORILY CONDUCT TESTING INDICATED WITHOUT DELAYING THE WORK.
1.3 SUBMITTALS
A.COMPLY WITH REQUIREMENTS IN DIVISION 01 AND SECTION 200500.
B.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE DATA
FOR THE FOLLOWING:
1. PIPING MATERIALS.
2.MEDICAL GAS OUTLETS.
3.PIPING SPECIALTIES.
C.COMPLIANCE AFFIDAVIT: SUBMIT THAT MEDICAL GAS EQUIPMENT MANUFACTURER ATTESTS
COMPLIANCE WITH RELEVANT PARAGRAPHS OF NFPA 99.
D.QUAUFICATIONS:
1. SUBMIT DOCUMENTATION AS DEFINED UNDER PARAGRAPH ()MEDICAL GAS EQUIPMENT
MANUFACTURER'S QUALIFICATIONS.*
2.SUBMIT DOCUMENTATION AS DEFINED UNDER PARAGRAPH °MEDICAL GAS PIPING INSTALLER'S
QUALIFICATIONS.°
3.SUBMIT DOCUMENTATION FOR INDEPENDENT TESTING AGENCY.
E.TESTING REPORTS:
1. PRESSURE TESTING RECORDS.
2.CROSS- CONNECTION TESTS.
3.PURGE AND ANALYSIS TESTS.
4.ALARM TESTS.
5.INCLUDE COPY OF REPORTS IN THE OPERATION AND MAINTENANCE MANUAL.
F. CERTIFICATIONS: SUBMIT DOCUMENTATION AS DEFINED UNDER ARTICLE °CERTIFICATION OF
SYSTEMS°.
1.4 DEFINITIONS
A.BREATHING GAS: GAS TESTED TO BE PURE AND CONTAIN FEWER CONTAMINATES AS OUTLINED IN
THE FOLLOWING STANDARDS:
1.OXYGEN: CGA, GRADE D.
2.USP: UNITED STATES PHARMACOPEIA /NATIONAL FORMULARY STANDARDS.
1.5 DELIVERY, STORAGE, AND HANDLING
A.DELIVER AND STORE LARGE MEDICAL GAS SPECIALTIES ON FACTORY - INSTALLED SHIPPING SKIDS,
SMALL SPECIALTIES IN FACTORY - FABRICATED FIBERBOARD CONTAINERS, AND PIPING WITH SEALING
PLUGS IN ENDS OR WITH OTHER END PROTECTION.
1. STORE PRECLEANED AND SEALED MEDICAL GAS PIPE, FITTINGS, VALVES, AND SPECIALTIES WITH
SEAUNG PLUGS AND SEALING PACKAGING INTACT.
2.LABEL MEDICAL GAS PIPE FITTINGS, VALVES AND SPECIALTIES THAT HAVE NOT BEEN
PRECLEANED, OR THAT HAVE BEEN PRECLEANED BUT HAVE SEALS OR PACKAGING THAT IS NOT
INTACT, WITH TEMPORARY LABELS INDICATING THAT CLEANING IS REQUIRED BEFORE INSTALLATION.
1.6 WARRANTY
A.GENERAL: WARRANT MEDICAL GAS PIPELINE COMPONENTS FOR 2 YEARS AFTER FINAL
ACCEPTANCE. WARRANTY SHALL COVER PARTS, LABOR AND TRAVEL TIME. MAKE AVAILABLE
REPLACEMENT WITHIN 48 HOURS OF INITIAL NOTIFICATION.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A.MANUFACTURERS: CHEMTRON (ALLIED). NO SUBSTITUTIONS.
2.2 PIPING MATERIALS
A.PRESSURIZED MEDICAL GAS PIPING:
1. ASTM B 819, TYPE L HARD DRAWN SEAMLESS MEDICAL GAS COPPER TUBING. TYPE K FOR
OPERATING PRESSURE GREATER THAN 185 PSIG FOR SIZES LARGER THAN 3-1/80. IDENTIFY BY
THE MARKINGS ()OXYa aMED* ()OXY /MED* aOXY /ACRa, OR °ACR /MED* IN BLUE FOR TYPE L AND
GREEN FOR TYPE K.
2.FITTINGS WROUGHT COPPER, BRASS OR BRONZE DESIGNED FOR BRAZED CONNECTION.
3.PIPE, FITTINGS VALVES, AND OTHER COMPONENTS SPECIALLY CLEANED FOR OXYGEN SERVICE IN
RECEIVVEEDEON JOB TO CLEANED AND CAPPED IN MATERIAL PACKAGE BEARING MANUFACTURERS AND
IDENTIFICATION TAG OR STAMP. ON -SITE CLEANING OF INTERIOR SURFACES OF PIPES, VALVES,
FITTINGS, AND OTHER COMPONENTS NOT ACCEPTABLE.
4.LISTED OR APPROVED FITTINGS MAY BE USED AT LIMITED EXPOSED AND ACCESSIBLE LOCATIONS
IN COMPUANCE WITH NFPA 99.
B.VACUUM PIPING:
1.TYPE L HARD DRAWN SEAMLESS COPPER TUBING OR ASTM B 280 ACR COPPER.
2.BRAZED WITH BCUP -5 OR ALLOY WITH AT LEAST 1000 F MELTING POINT.
C.BRAZING ALLOY AWS A5.8, BCUP -5 OR APPROVED ALLOY WITH AT LEAST 1000 F MELTING POINT.
D.GASKET MATERIAL: ASME B16.21, NONMETALLIC, FLAT, ASBESTOS FREE, AND SUITABLE FOR
MEDICAL GAS PIPING USE.
2.3 MEDICAL GAS OUTLETS
A.MANUFACTURER. CHEMETRON 400 SERIES. NO SUBSTITIONS.
B.MEDICAL GAS OUTLET MODULAR, QUICK - DISCONNECT RECESSED TYPE OR DISS SCREW THREAD
RECESSED TYPE. INCLUDE KEYING SYSTEM COMPATIBLE WITH EXISTING KEYING SYSTEM IN
FACILITY. THREADED DISS CONNECTOR PER CGA STANDARDS.
C.OUTLETS FIELD ASSEMBLED WITH SEQUENCES AND SERVICES INDICATED.
D.OUTLET STATIONS WITH STAINLESS STEEL COVER PLATE. INCLUDE INDEXING PINS FOR SAFETY
KEYING AND GAS SPECIFIC TO COVER ROUGH-IN THE ROUGH IN BOX WITH COLOR CODED GAS SERVICE
IDENTIFICATION. SAFETY KEYING INDEX PINS PERMANENTLY CAPTURED BETWEEN COVER PLATE AND
LATCH ASSEMBLY AND UNREMOVABLE WITHOUT DESTROYING OUTLET.
E.THE LATCH MECHANISMS DESIGNED FOR ONE HANDED, SINGLE THRUST MOUNTING, AND 1 HANDED
FINGERTIP RELEASE OF SECONDARY EQUIPMENT.
F. CE TIIFIED. MEDICAL CLEANED, AND PACKAGED FOR OXYGEN SERVICE AND CGA PAMPHNLDET G-4.1.
ASSEMBLY CAPPED AND FINISH ASSEMBLY POLY BAGGED FOR SHIPMENT.
G.ROUGH -IN ASSEMBLY MODULAR DESIGN AND INCLUDED C DED GAS SPECIFIC 16 GAGE STEEL MOUNTING
PLATE DESIGNED TO PERMIT ON -SITE GANGING OF MULTIPLE OUTLETS. INCLUDE ��M��ACHINED BRASS
'TYPE
OUTLET COPPER INLET TO SWIVEL ATTACHED TO MOUNTING ATTACHMENT TO PIPING THE 1/2 1 -IN
ASSEMBLY WITH DOUBLE SEAL TO PREVENT GAS LEAKAGE BETWEEN ROUGH -IN AND LATCH -VALVE
ASSEMBUES AFTER WALL IS FINISHED. SINGLE 0 -RING SEAL NOT ACCEPTABLE.
H.LATCH -VALVE ASSEMBLY SHALL TELESCOPE UP TO 3/4 INCH TO ALLOW FOR VARIATION IN
FINISHED WALL THICKNESS FROM 1/2 INCH TO 1-1/4 INCH.
I. DISS OUTLETS USED FOR CEILING MOUNT APPLICATIONS.
J.INCLUDE HOSE ASSEMBLIES FOR CEILING OUTLETS FOR FINISHED CEILING HEIGHT AS INDICATED ON
THE DRAWINGS. EACH HOSE WITH CHAIN TYPE DUAL RETRACTOR FOR PRESSURE GASES AND
TRIPLE FOR VACUUM. RETRACTORS MADE WITH STAINLESS CABLE NOT ACCEPTABLE. INCLUDE 18
INCH HOSE LENGTH FOR REFRACTORS.
2.4 MEDICAL GAS VALVES AND VALVE ASSEMBLIES
A.MEDICAL GAS VALVES SPECIALLY PREPARED FOR OXYGEN SERVICE. CONFORM TO NFPA 99.
VALVES BALL TYPE WITH TEFLON SEATS AND ADJUSTING STEM PACKING GLAND WITH TEFLON STEM
B.BALL VALVES 3 PIECE BODY, FULL PORT CHROME PLATED BRASS BALL BLOWOUT PROOF STEM
BRAZE -JOINT ENDS, RATED 600 PSIG WOG BRASS OR BRONZE, ACTUATE FROM FULL °OPEN+) TO
FULL °CLOSED° BY 90 DEGREE TURN OF VINYL GRIPPED VALVE LEVER HANDLE.
C.VALVES WITH FACTORY INSTALLED TYPE K COPPER TUBING TUB NG EXTENSIONS.
D.VALVES NOT IN VALVE BOXES WITH LOCKING HANDLES.
E. VALVES CLEANED FOR OXYGEN, CAPPED, AND SEALED IN A POLYETHYLENE BAG FOR SHIPPING
AND STORAGE.
F.INCLUDE COLOR CODED SELF - ADHESIVE GAS LABELS FOR COMPLIANCE WITH NFPA 99 LABELING
REQUIREMENTS.
2.5 PIPING SPECIALTIES
A.PIPE MARKERS AND COLOR BANDS: COMPLY WITH REQUIREMENTS IN SECTION 200510 AND
NFPA 99.
B.PIPE SLEEVES: COMPLY WITH REQUIREMENTS IN SECTION 200510.
C.HANGERS AND SUPPORTS: COMPLY WITH REQUIREMENTS IN SECTION 202115.
D.PIPE ESCUTCHEONS: COMPLY WITH REQUIREMENTS IN SECTION 202115.
PART 3 - EXECUTION
3.1 INSPECTION
A.GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF THIS
SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. BEGINNING
WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY.
3.2 PREPARATION
A.CLEANING OF MEDICAL GAS TUBING: IF PRECLEANED FITTINGS OR TUBING MUST BE RECLEANED
BECAUSE OF EXPOSURE, HAVE SUPPLIER PERFORM THE FOLLOWING PROCEDURES:
1. CLEAN MEDICAL GAS T E 0 RF R
TUBE AND FITTINGS VALVES GAGES AND OTHER COMPONENTS OF OIL,
GREASE, AND OTHER READILY OXIDIZABLE MATERIALS AS REQUIRED FOR OXYGEN SERVICE
ACCORDING TO CGA G -4.1.
2.SDM RBGTE BITRODUTHSATTN PRTTIOF 1�LF CEMALLT3 OF
SODIUM TUBING AND PHOSPHATE IN HOT, ALKALINE-CLEANER-WATER
GAL. OF WATER.
*.SCRUB TO ENSURE COMPLETE CLEANING.
b.RINSE WITH CLEAN, HOT WATER TO REMOVE CLEANING SOLUTION.
B.FIELD MEASUREMENTS: FIELD VERIFY LOCATIONS OF NEW AND EXISTING WORK PRIOR TO
COMMENCING WORK OF THIS SECTION.
C.PROTECTION: PROTECT SURROUNDING AREAS AND SURFACES TO PRECLUDE DAMAGE FROM WORK
OF THIS SECTION.
3.3 INSTALLATION, APPLICATION, ERECTION, AND PERFORMANCE
A.GENERAL: INSTALL, APPLY, ERECT, AND PERFORM THE WORK IN ACCORDANCE WITH ARTICLE
+QUALITY ASSURANCE° PROVISIONS SPECIFICATIONS AND MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND DIRECTIONS. WHERE THESE MAY BE IN CONFLICT, THE MORE STRINGENT
REQUIREMENTS GOVERN.
B.DO NOT COVER UP OR ENCLOSE WORK UNTIL INSPECTED AND APPROVED. IF IN
NON - COMPUANCE, UNCOVER WORK, REMOVE, AND PROVIDE NEW TO SATISFACTION OF A/E AT NO
ADDITIONAL COST TO OWNER.
3.4 INDOOR PIPING AND COMPONENT INSTALLATION
A.COMPLY WITH REQUIREMENTS IN SECTION 202110, NFPA 99, AND ASSE 6010.
B.INSTALL PIPE SUPPORTS IN ACCORDANCE WITH MSS SP -69, SECTION 202115, OR NFPA 99
WHICHEVER IS MORE STRINGENT. PIPING NOT SUPPORTED BY OTHER PIPING.
C.BRAZING PROCEDURES SHALL BE AS DETAILED IN NFPA 99 AND BRAZING SHALL BE PERFORMED
BY BRAZERS QUALIFIED UNDER NFPA 99.
D.MANUFACTURER. ND TSEALEDPONTTHEEJOB AMAIINTAIN CERTIFICATESTOF ORIGINSANDCOFBY
PROPER PREPARATION AT THE JOB SITE ATTESTING THE ABOVE.
E.USE OF FLUX WHEN MAKING JOINT BETWEEN COPPER TO COPPER PIPES AND FITTINGS NOT
ACCEPTABLE.
F.NITROGEN FOLLOWING PROCEDURE IN NFPA 991E ATPCOMPLLETION OF ANY WITH OIL OPEN
PIPE ENDS USING EXTERNAL CAP.
G.AVOID THREADED JOINTS IN PIPING SYSTEMS WHENEVER POSSIBLE. WHERE UNAVOIDABLE, MAKE
UP MALE THREADS WITH POLYTETRAFLOUROFETHYLENE (SUCH AS TEFLON) TAPE. LIQUID SEALANTS
NOT ACCEPTABLE.
H.VACUUM SYSTEMS:
1.INSTALL MOISTURE POCKET AT LOW POINTS OF MAINS AND AT BASE OF VERTICAL RISER,
CONSISTING OF A 1-1/4 INCH DROP LEG, 12 INCHES LONG WITH 3/8 INCH DRAIN VALVE.
2.MAKE BRANCH CONNECTIONS TO MAIN VACUUM PIPING ABOVE CENTERLINE OF MAIN LINE USING
EITHER BRANCH CONNECTIONEINR LIEU OFF TEE( FIADDITION, TII ISTALL REMOVABLE CAP( AT BOTTOM
OPENING OF CROSS FITTING FOR USE AS CLEANOUT.
3.SLOPE PIPING FROM SERVICE OUTLETS DOWN TO VACUUM PUMP SETS.
I. MEDICAL GAS OUTLETS:
1. LOCATE OUTLETS 60 INCHES ABOVE FINISHED FLOOR UNLESS OTHERWISE INDICATED ON
ARCHITECTURAL DRAWINGS. CENTERLINE SPACING OF MULTIPLE OUTLETS MINIMUM 5 INCHES.
2.COORDINATE OUTLET PLACEMENT WITH OTHER TRADES.
J. VALVES, ZONE VALVES, AND VALVE ASSEMBLIES:
1. LOCATE VALVES AND VALVE ASSEMBUES 60 INCHES ABOVE FINISHED FLOOR.
2.COORDINATE BOX PLACEMENT WITH OTHER TRADES. TAKE SPECIAL NOTE OF WALL
CONSTRUCTION AND LENGTH OF WALL REQUIRED TO ACCOMMODATE PIPE DROPS TO VALVE
BOXES.
3.2RORN MOVALVES LES THE FOLLOWING SAME SERVICE AREM LOCATED IN MON OXYGEN, VACUUM, MVA VES IF
SHALL BE THE LOWER.
4. FOLLOWING MANUFACTURER'S RECOMMENDATIONS REGARDING REMOVAL OR DISASSEMBLY OF
VALVES DURING BRAZING TO PREVENT DAMAGE TO SEATS AND SEALS.
5.INSTALL SWITCHES DOWNSTREAM OF MAIN ISOLATING VALVES.
3.5 EQUIPMENT CONNECTIONS
A.CONNECT MEDICAL GAS PIPING TO MECHANICAL EQUIPMENT AS INDICATED ON THE DRAWINGS.
COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. INSTALL SHUTOFF VALVE
AND UNION FOR EACH CONNECTION AND DRAIN VALVE DRAIN CONNECTION. LOCATE UNIONS TO
ALLOW REMOVAL OF EQUIPMENT WITHOUT PIPING BEYOND UNION.
B.INSTALL RECEIVER FOR MEDICAL VACUUM SYSTEM WITH 3 VALVE BYPASS.
3.6 FLUSHING OF MEDICAL GAS PIPING
A.AFTER COMPLETION OF PIPING INSTALLATION AND PRIOR TO PRESSURE TESTING FLUSH INTERIOR
SURFACES BY INJECTING OIL -FREE COMPRESSED AIR OR DRY NITROGEN INTO OPEN ENDS OF
PIPING JUST PRIOR TO MAKING FINAL CONNECTIONS TO EQUIPMENT AND OUTLET VALVES..
3.7 PIPE MARKERS AND COLOR BANDS
A.LABEL PIPING WITH NAME OF GAS SERVICE, IDENTIFICATION COLOR AND DIRECTION OF FLOW.
WHERE NON- STANDARD PRESSURES ARE PIPED, LABEL FOR PRESSURE. COMPLY WITH
REQUIREMENTS ON SECTION 200510 AND NFPA 99, WHICHEVER IS MORE STRINGENT, FOR
LOCATION OF LABELS AND BANDS.
B.LABEL NTREDENCOTRLEE �ORD'A HAER FR VFNFR R AND
AREAS MIOADCOLD COINATE WITOWNO FINAL OOMAND AEA
DESIGNATIONS. LABEL VALVES WITH NAME AND IDENTIFICATION COLOR OF GAS AND DIRECTION
FLOW.
3.8 PRESSURE TESTING
A.DO NOT CONCEAL PIPING UNTIL THOROUGHLY TESTED AND MADE TIGHT IN ACCORDANCE WITH
NFPA 99.
B.AFTER CONNECTIONS TO OUTLETS AND FINAL INSTALLATION OF PRESSURE ALARM DEVICES
PRESSURE INDICATORS, LINE PRESSURE RELIEF VALVES MANUFACTURED ASSEMBLIES HOSES, AND
SIMILAR DEVICES SUBJECT EACH SECTION OF PIPING SYSTEMS TO MINIMUM TEST PRESSURE OF
150 PSIG WITH OIL FREE, DRY NITROGEN. MAINTAIN TEST PRESSURE UNTIL EACH JOINT HAS
BEEN EXAMINED FOR LEAKS. HYDROSTATIC TEST NOT ACCEPTABLE.
C.REPAIR LEAKS THAT OCCUR AND RETEST.
D.OF L S C USE OL (FREDNTREN PRERE F 20 REETMEDICA GA SYSTEMS. OIL DRY NITROGEN FINAL O PRESSURE TEST
NORMAL OPERATING PRESSURE.
E.AFTER PIPING SYSTEM IS FILED WITH TEST GAS, SUPPLY VALVE AND OUTLETS CLOSED, AND
SOURCE OF TEST GAS DISCONNECTED, SYSTEM SHALL REMAIN LEAK -FREE FOR 24 HOURS.
1. ONLY ALLOWABLE PRESSURE CHANGES DURING 24 HOUR TEST PERIOD SHALL BE THOSE CAUSED
BY VARIATIONS IN AMBIENT TEMPERATURE AROUND PIPING SYSTEM
2.RECORD AMBIENT TEMPERATURE AND SYSTEM PRESSURE AT BEGINNING AND END OF 24 HOUR
TEST.
F. AFTER 24 HOUR TEST IS COMPLETED, MAINTAIN MINIMUM 60 PSIG ON SYSTEMS.
G.FURNISH GAGES, TOOLS, PUMPS, GASES AND ANY OTHER EQUIPMENT AND MATERIALS REQUIRED
FOR TESTING.
H.EXERCISE CARE TO KEEP TESTING EQUIPMENT AND MATERIALS OIL FREE.
3.9 CERTIFICATION OF SYSTEMS
A.CONTRACTOR SHALL RETAIN AN INDEPENDENT TESTING AGENCY TO PERFORM TESTS AND
EXAMINATIONS AND PROVIDE CERTIFICATION.
B.AFTER INSTALLATION OF COMPLETE MEDICAL GAS SYSTEM, TEST SYSTEMS IN ACCORDANCE WITH
NFPA 99 AND CGA P -2.
C.CERTIFY THAT MEDICAL GAS SYSTEMS AS CONSTRUCTED FOLLOW GUIDELINES OF NFPA 99 FOR
PLACEMENT AND APPLICABILITY OF VALVES AND ALARMS.
1. CERTIFY THAT BRAZING WAS CONDUCTED BY BRAZERS QUAUFIED TO ASSE 6010 AND HOLDING
CURRENT MEDICAL GAS ENDORSEMENTS.
2.CERTIFY THAT BRAZING WAS CONDUCTED WITH NITROGEN PURGING.
D.CERTIFY THAT NO CROSS CONNECTIONS EXIST BETWEEN SYSTEMS USING FOLLOWING PROCEDURES:
1. REDUCE SYSTEMS TO ATMOSPHERIC PRESSURE.
2.DISCONNECT SOURCES OF TEST GAS FROM SYSTEMS EXCEPT THE ONE SYSTEM TO BE CHECKED.
3.PSRESSSEURIZE TSYSTEM R WITH UOI OF 5b PRIG AIR, NITROGEN, OR THE GAS FOR WHICH THIS SYSTEM
4.WITH APPROPRIATE ADAPTERS MATCHING OUTLET LABELS CHECK EACH INDIVIDUAL STATION
OUTLET OF SYSTEMS INSTALLED TO DETERMINE THAT TEST GAS IS BEING DISPENSED FROM ONLY
OUTLETS OF THIS SYSTEM.
5' INCLUDE SYSTEM WITHO OTHER( MEDICAL, GAS IS SYSSTEM CROSS CONNECTION TESTING SHALL
6.DISCONNECT SOURCE OF T GAS G S AND REDUCE SYSTEM TESTED T
STE TO ATMOSPHERIC HER C PRESSU
RE.
7.PROCEED TO TEST EACH ADDITIONAL PIPING SYSTEM IN ACCORDANCE WITH ABOVE PROCEDURES.
E. CERTIFY THAT MEDICAL GAS PIPING SYSTEMS HAVE BEEN PURGED, PRESSURE TESTED, ANALYZED,
AND PROVEN LEAK FREE IN ACCORDANCE WITH NFPA 99.
F.CERTIFY THAT ALARM SYSTEM COMPONENTS FUNCTION PROPERLY.
1. DOCUMENT CONTROL ZONES AND SURVEILLANCE AREAS OF ALARMS.
2.VERIFY LOCATION OF EACH ZONE ON RECORD DRAWINGS.
3.REPORT AND RECORD DISCREPANCIES.
G.CERTIFY THAT OUTLETS ARE DELIVERING GAS AT PRESSURE AND FLOW CONSISTENT WITH
ANTICIPATED CGA ORENFPA 99 REQUIREMENTS RESPONSIBLE EACHROUTLWITHIN T W WITH�APPROPRIATE CASE
ANALYZER AND DOCUMENT CONCENTRATIONS FOUND.
H.CERTIFY THAT SYSTEM COMPONENTS PERFORM TO MANUFACTURER'S DESIGN SPECIFICATIONS AND
PIPELINES ARE FREE OF DEBRIS, INCLUDING WATER.
I. CERTIFY THAT DELIVERED GAS IS AS PURE AS REQUIRED BY APPLICABLE CGA /USP SPECIFICATIONS
FOR BREATHING GAS.
J. CERTIFY THAT MEDICAL AIR IS DRY AS SPECIFIED.
K.CERTIFY THAT VACUUM SYSTEM PERFORMS AS SPECIFIED.
L. RETEST AFTER CONTRACTOR HAS CORRECTED DEFICIENCIES FOUND.
M.[ _WHERE NEW MEDICAL GAS PIPING CONNECTS TO EXISTING, TESTING AGENCY SHALL TEST PIPING
INCLUDING EXISTING TO ENSURE IT HAS NOT BEEN CONTAMINATED.]
N.TESTING AGENCY rSHALL] [WILL] FURNISH TEST EQUIPMENT AND SUPPUES INCLUDING MEDICAL
GASES USED IN TESTING.
3.10 COMMISSIONING
A.EQUIPMENT AND SYSTEMS REFERENCED IN THIS SECTION SHALL BE COMMISSIONED PER
SECTION 200800. CONTRACTOR HAS SPECIFIC RESPONSIBILITIES FOR SCHEDULING, COORDINATION,
TEST DEVELOPMENT TESTING AND DOCUMENTATION. COORDINATE COMMISSIONING ACTIVITIES WITH
THE COMMISSIONING AUTHORITY.
END OF SECTION 226313
REVIEWED FOR
CODE COMPLIANCE
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DEC 10 2010
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DIVISION 23
SECTION 230900 - TEMPERATURE CONTROLS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES DESIGN COMPONENTS, HARDWARE AND CONSTRUCTION
FOR COMPLETE INSTALLATION OF AN OPERATIONAL CONTROL SYSTEM.
1.2 QUALITY ASSURANCE
A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE
CODES AND ORDINANCES.
B.CODES AND STANDARDS:
1. APPLICABLE ENERGY CODE.
2. AMCA STANDARD 500 -D, LABORATORY METHODS OF TESTING DAMPERS FOR RATING.
3. AMCA PUBLICATION 511 CERTIFIED RATINGS PROGRAM FOR AIR CONTROL DEVICES.
4. CSA, CANADIAN STANDARDS ASSOCIATION.
5. FCC, PART 15 SUBPART J CLASS A COMPUTING DEVICES.
6. NFPA 70, NATIONAL ELECTRICAL CODE.
7. UL 873, STANDARD FOR TEMPERATURE- INDICATING AND - REGULATING EQUIPMENT.
8. UL 916, STANDARD FOR ENERGY MANAGEMENT EQUIPMENT.
C.CONTROL SYSTEM SUBCONTRACTOR'S QUALIFICATIONS: SUBCONTRACTOR THAT WILL
N
PERFORM THIS WORK SHALL HAVE A MINIMUM OF AT LEAST 3 CONTROL SYSTEMS OF
SAME TYPE AND DESIGN AS REQUIRED BY THE CONTRACT.
D. INSTALLATION: SYSTEM DESIGNED AND CONSTRUCTED BY AUTHORIZED REPRESENTATIVE
OF PRODUCT MANUFACTURER. CAREFULLY INVESTIGATE MECHANICAL ELECTRICAL, AND
FINISH CONDITIONS THAT COULD AFFECT WORK TO BE PERFORMED AND FURNISH
MATERIALS AND LABOR NECESSARY TO MEET SUCH CONDITIONS.
1.3 SUBMITTALS
A.PRODUCT DATA: SUBMIT SPECIFICATION DATA SHEET FOR EACH COMPONENT. IDENTIFY
COMPONENTS BY TAG NUMBERS.
B.SHOP DRAWINGS: AFTER APPROVAL OF PRODUCT DATA, SUBMIT SHOP DRAWINGS.
LABEL COMPONENTS WITH TAG NUMBERS. DO NOT COMMENCE INSTALLATION UNTIL
SHOP DRAWINGS ARE ACCEPTED BY A /E.
C.RECORD DOCUMENTS: SUBMIT SHOP DRAWINGS FOR EACH CONTROL SYSTEM SHOWING
INSTALLED CONDITION. AS A MINIMUM, INCLUDE DIAGRAMS AND DOCUMENTS LISTED IN
PARAGRAPH "SHOP DRAWINGS" WITH SEQUENCES OF OPERATION.
1.4 OPERATION AND MAINTENANCE MANUAL
A.FUNCTIONAL DESIGN: OPERATIONAL REQUIREMENTS OF SYSTEM, THEORY OF OPERATION,
DESIGN PHILOSOPHY AND SPECIFIC FUNCTIONS.
B.HARDWARE: GENERAL DESCRIPTION AND SPECIFICATIONS AND INSTALLATION AND
CHECKOUT PROCEDURE.
C.OPERATION: PROCEDURES AND INSTRUCTIONS FOR OPERATION OF SYSTEM.
D.PERIOD C PREVENTATIVE MAINTENANCE N FAULTCDIAGNOSIS,AND EQUIPMENT INCLUDING REPIACEMEINNT
OF DEFECTIVE COMPONENTS.
1.5 WARRANTY
A.INCLUDE SERVICES MATERIALS AND EQUIPMENT NECESSARY FOR THE SUCCESSFUL
OPERATION OF CONTROL SYSTEM FOR PERIOD OF ONE YEAR AFTER SUBSTANTIAL
COMPLETION DATE.
B.ADJUSTMENT, REQUIRED TESTING AND REPAIR OF THE SYSTEM INCLUDES COMPUTER
EQUIPMENT TRANSMISSION EQUIPMENT AND SENSORS AND CONTROL DEVICES.
PART 2 - PRODUCTS
2.1 BASIC SYSTEM
A.GENERAL: PROVIDE THERMOSTATS, SENSORS, WIRING, CONDUIT RELAYS TRANSMITTERS
AND OTHER CONTROL DEVICES REQUIRED TO MAKE A COMPLETE AND OPERATIONAL
CONTROL SYSTEM. MATERIAL AND EQUIPMENT STANDARD PRODUCTS OF MANUFACTURER
REGULARLY ENGAGED IN MANUFACTURING OF SUCH PRODUCTS.
2.2 CONTROL WIRING
A.GENERAL:
1. INCLUDE WIRE AND CABLE TRANSFORMERS CIRCUITS WIRING PROTECTION AND
LABELS DRAWINGS AS REQUIRED FOR COMPLETE AND OPERABLE CONTROL SYSTEM
INCLUDING WIRING TO TRANSFORMER PRIMARIES.
2. CONFORM TO NEC AND DIVISION 26 REQUIREMENTS.
PART 3 - EXECUTION
3.1 CONTROL SYSTEM, GENERAL
I
A.DESCRIPTION: INSTALL DEVICES AND HARDWARE REQUIRED TO INSURE A COMPLETE AND
OPERATING SYSTEM IN ACCORDANCE WITH THE SEQUENCES OF OPERATION. DEVICES
SHALL BE EASILY ACCESSIBLE.
3.2 SEQUENCES OF OPERATION
A.GENERAL: PROVIDE SEQUENCE OF OPERATION AS INDICATED ON THE DRAWINGS.
3.3 FIELD TESTING AND VERIFICATION
A.FIELD TESTS: CALIBRATE FIELD EQUIPMENT AND DEVICES AND VERIFY EQUIPMENT AND
SYSTEM OPERATION BEFORE PLACING THE AUTOMATIC TEMPERATURE CONTROL SYSTEM
ON -LINE.
B.PERFORMANCE VERIFICATION TESTS:
1. CONDUCT PERFORMANCE VERIFICATION TESTS TO DEMONSTRATE THAT SYSTEM
PROGRAMMED FOR TCORRECT SEQUENCES ARE TUNED, DRATIOND CONTROLLERS ARE
END OF SECTION
SECTION 233113 - AIR DISTRIBUTION
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES SHEET METAL WORK AND ASSOCIATED APPURTENANCES.
1.2 QUALITY ASSURANCE
A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY AND STATE
CODES AND ORDINANCES.
B.CODES AND STANDARDS:
1. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR - CONDITIONING AND VENTILATING
SYSTEMS.
C.DUCT CLEANLINESS REQUIREMENTS:
1. PREVENT DAMAGE TO DUCTS DURING TRANSPORTATION AND OFF LOADING. DELIVER
ONLY WHEN DUCTS CAN BE STORED UNDER PERMANENT COVER. PLASTIC TARP
COVERING OF DUCTS ON JOBSITE NOT ACCEPTABLE.
R
2. KEEP SITE STORAGE AREAS CLEAN AND DRY WITH MINIMAL EXPOSURE TO DUST.
3. KEEP WORKING AREA CLEAN AND DRY AND
PROTECTED FROM WEATHER ELEMENTS.
4. PRIOR TO INSTALLATION OF INDIVIDUAL DUCT SECTIONS INSPECT TO ENSURE THEY
ARE FREE FROM DEBRIS AND WIPE INTERNAL METAL SURFACES.
5. COVER DUCT RISERS TO PREVENT ENTRY OF DEBRIS.
6. COVER OPEN ENDS OF DUCTS AND DOWNWARD FACING AND HORIZONTAL DUCT
OPENINGS.
7. IF IN THE OPINION OF THE A/E, DUCTS AND FITTINGS ARE NOT KEPT CLEAN OR
COMPLETELY DRY, REPLACE DUCTS AND FITTINGS OR CLEAN INTERIOR OF AFFECTED
DUCTS AND FITTINGS TO SATISFACTION OF THE A/E AT NO ADDITIONAL COST TO THE
OWNER.
1.3 SUBMITTALS
A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE
DATA FOR EACH ITEM SPECIFIED IN THIS SECTION.
B.TEST REPORTS: PRESSURE TESTING FOR LEAKAGE.
1.4 PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION
A.SECTION 200548 - VIBRATION ISOLATION AND SEISMIC CONTROL: FLEXIBLE
CONNECTORS.
B.SECTION 230900 - TEMPERATURE CONTROLS: MOTOR OPERATED DAMPERS AND
ACTUATORS.
C.SECTION 283111 - FIRE ALARM AND DETECTION SYSTEMS: DUCT SMOKE DETECTORS.
PART 2 - PRODUCTS
2.1 SHEET METAL WORK, GENERAL
A.DUCT CONSTRUCTION:
1. COMPLY WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE
( SMACNA), THIRD EDITION, 2005. STANDING SEAMS NOT ACCEPTABLE FOR EXPOSED
DUCTS.
2. GALVANIZED STEEL IN GENERAL WITH G -90 ZINC COATING, ASTM A 653, MINIMUM
26 GAGE.
3. GALVANIZED STEEL PREPPED OR DUCTS FINISHED WITH PAINT GRIP FOR FIELD
PAINTING WHERE EXPOSED IN FINISHED SPACES AS SCHEDULED IN DIVISION 9.
B.PRESSURE CLASSIFICATIONS:
1. RETURN AND EXHAUST DUCTS: PLUS 2 INCH DOWNSTREAM OF FANS AND MINUS 2
INCH W.G. UPSTREAM OF FANS FOR FAN DESIGN STATIC PRESSURE SCHEDULED ON
THE DRAWINGS AT 1.0 INCH W.G. AND ABOVE.
2. RETURN RELIEF, AND EXHAUST DUCTS: PLUS 1 INCH DOWNSTREAM OF FANS AND
MINUS 1 INCH W.G. UPSTREAM OF FANS FOR FAN DESIGN STATIC PRESSURE
SCHEDULED ON THE DRAWINGS AT LESS THAN 1.0 INCH W.G. PLUS 1 INCH W.G.
FOR RELIEF DUCTS.
3. SUPPLY DUCTS NOT LISTED ABOVE: 2 INCH W.G.
4. TRANSFER DUCTS: 0.5 INCH W.G.
C.ROUND DUCTS: SPIRAL SEAM WITH BEADED SLEEVE AT TRANSVERSE JOINTS.
D.FITTINGS:
1. COMPLY WITH SMACNA AS FOLLOWS:
a.ROUND ELBOWS: FULL RADIUS (R /D =1.5), 5 PIECE SEGMENTED OR STAMPED PER
SMACNA FIGURE 3 -4.
b.RECTANGULAR ELBOWS: FULL RADIUS (R /W =1.5) WHERE MINIMUM 5 DUCT WIDTHS
IS AVAILABLE DOWNSTREAM OF ELBOW FITTING PRIOR TO BRANCH TAKE OFF. IF
STRAIGHT LENGTH NOT AVAILABLE, USE SQUARE THROAT ELBOW WITH TURNING
VANES.
c.ROUND TEES AND LATERALS: CONICAL FITTING OR TAP PER SMACNA FIGURE 3 -6
90 DEGREE TEE WITH OVAL TO ROUND TAP, 45 DEGREE LATERAL FITTING TAP OR
SADDLE TAP, OR 45 DEGREE RECTANGULAR LEAD -IN PER SMACNA FIGURE 3 -5.
90 DEGREE TEE NOT ACCEPTABLE. SADDLE TAP CONNECTIONS FOR EXPOSED
DUCTS IN FINISHED SPACES NOT ACCEPTABLE.
d.ACCESSORIESING INCLUDE INSULATION WITH INSTALLRATIONAINT�DUCTNWITH LINING.
e.RECTANGULAR LATERALS: 45 DEGREE ENTRY FITTINGS PER SMACNA FIGURE 4 -6.
f. OFFSETS: FULL RADIUS (R D =1.5 FOR ROUND AND FLAT OVAL AND R /W =1.5 FOR
RECTANGULAR) WHERE SPACE ALLOWS. MITERED OFFSET (TYPE 2) WITH 30 DEGREE
MAXIMUM OFFSET ANGLE PER SMACNA FIGURE 4 -7. ANGLE OFFSET (TYPE 1) NOT
ACCEPTABLE.
g.DIVIDED FLOW FITTINGS ACCEPTABLE PER SMACNA FIGURE 4 -5 EXCEPT FOR BRANCH
CONNECTIONS TO OUTLETS AND INLETS.
2. SCREENED OPENINGS: 1/2 INCH MESH SCREEN 14 GAGE GALVANIZED STEEL WIRE.
ENCLOSE MESH SCREEN WITH 20 GAGE GALVANIZED REMOVABLE SHEET METAL
FRAME AROUND PERIMETER.
3. DUCT COLLARS: 2 INCH WIDE GALVANIZED STEEL FOR GALVANIZED DUCTS 20
GAGE. MITERED CORNERS FOR SQUARE AND RECTANGULAR DUCTS. ESCUTCHEON
TYPE FOR ROUND AND FLAT OVAL DUCTS.
E.TURNING VANES:
1. DESCRIPTION: AIRFOIL DESIGN, SMOOTHLY - ROUNDED ENTRY NOSE EXTENDED
TRAILING ADAPTABLE TO DUCTNSIZES. TUBES UM FOR SOUND RIGIDITY LEVEL
54 DECIBELS IN OCTAVE BAND 4 AT 2000 FPM VELOCITY IN 24 INCH BY 24 INCH
DUCT SIZE.
2. ASSEMBLY FABRICATION: SIDE RAILS BY SAME MANUFACTURER AS TURNING VANES.
VANES INSTALLED ON 2.4 INCH CENTERS ACROSS FULL DIAGONAL DIMENSION OF
ELBOW PER SMACNA FIGURE 4 -3. RAIL SYSTEMS WITH NON- STANDARD TABLE
SPACING NOT ACCEPTABLE.
3. UNEQUAL ELBOWS: FABRICATE AND ADJUST TO SET VANES IN ASSEMBLY AT
CORRECT ANGLE OF ATTACK RESULTING IN LEADING AND TRAILING EDGES IN
PARALLEL TO DUCT SURFACES.
4. MANUFACTURER: H.E.P. - HIGH EFFICIENCY PROFILE - AS MANUFACTURED BY
AERODYNE CO. (1- 800 - 522 -2423 ) OR APPROVED.
5. AT CONTRACTOR'S OPTION, DOUBLE WALL TURNING VANES FABRICATED FROM SAME
MATERIAL AS ADJACENT DUCT ACCEPTABLE. INCLUDE MOUNTING RAILS WITH
FRICTION INSERT TABS THAT ALIGN VANES AUTOMATICALLY.
F. ACOUSTICAL TURNING VANES:
1. DOUBLE THICKNESS PERFORATED GLASS FIBER FILL MYLAR LINER.
2. MANUFACTURER: DUCTMATE INDUSTRIES OR APPROVED.
G.LINED DUCTS: FABRICATE WITH DUCT LINING SUCH THAT NO GAP WILL RESULT
BETWEEN SECTIONS OF DUCT LINING AFTER ASSEMBLY OF DUCT SECTIONS.
FABRICATION AND INSTALLATION SHALL RESULT IN ADJACENT LINING SECTIONS BUTTED
TOGETHER WITHOUT GAPS, BULGES, OR OTHER DISCONTINUITIES.
H.DUCT SEALER:
1. INDOOR LOCATIONS: UL 181 LISTED AND LABELED. LOW ODOR, NON -TOXIC
VAPORS, SURFACE BURNING CHARACTERISTICS FOR MAXIMUM FLAME SPREAD OF 25
AND MAXIMUM SMOKE DEVELOPED OF 50 WHEN IN A DRY STATE. RATED FOR AIR
TEMPERATURE RANGE OF MINUS 20 F TO PLUS 150 F. RATED TO 10 INCHES
W.G., MINIMUM 65 PERCENT SOLID CONTENT. MCGILL AIRFLOW LLC, AIRSEAL UNITED
DUCT SEALER (WATER BASED BIDDLE AQUA - CRYLIC HVAC, HARDCAST IRONGRIP
601, DESIGN POLYMERICS D 1 010, DUCTMATE INDUSTRIES PROSEAL OR EZ -SEAL,
OR APPROVED.
2. OUTDOOR LOCATIONS: UL 181 LISTED AND LABELED. 3 INCH MINIMUM WIDTH.
SURFACE BURNING CHARACTERISTICS OF 25 MAXIMUM FLAME SPREAD AND 50
MAXIMUM SMOKE DEVELOPED. RATED FOR AIR TEMPERATURE RANGE OF MINUS 40
F TO PLUS 200 F. SEALER WITH UV INHIBITORS. MCGILL AIRFLOW LLC, AIRSEAL
UNI- WEATHER, DUCTMATE INDUSTRIES PROSEAL OR APPROVED.
2.2 FLEXIBLE DUCTS
A.DESCRIPTION: FACTORY - INSULATED WITH LOW PERMEABILITY VAPOR BARRIER JACKET
CONSTRUCTED OF REINFORCED METALLIZED LAMINATE FILM SUITABLE FOR MEDIUM AND
SPRING PRESSURE REINFORCEMENT BONDEDTTO FIBERS FIBER CINSULATION, STERTOR STEEL
LINER.
1. RATINGS: UL LISTED AND LABELED PER UL 181 AS A CLASS 1 FLEXIBLE DUCT
WITH MAXIMUM FLAME SPREAD RATING 25, MAXIMUM SMOKE - DEVELOPED RATING 50.
2. LENGTH: ASSEMBLIES IN 5 FOOT LENGTH WITH GALVANIZED MALE AND FEMALE
FITTINGS ATTACHED TO LINER AND VAPOR BARRIER JACKET ACCEPTABLE.
B.MANUFACTURERS: THERMAFLEX MK -E, WIREMOLD 57K, FLEXMASTER 8M, OR APPROVED.
2.3 FASTENERS
A.DESCRIPTION: USE BLIND RIVETS SHEET METAL SCREWS OR BOLTED CONNECTIONS
WHERE REQUIRED BY SMACNA FOR ATTACHMENT PURPOSES FOR SHEET METAL. SHEET
METAL SCREWS AND RIVETS MINIMUM LENGTH REQUIRED FOR SECURE FASTENING.
WHERE RIVETS ARE SPECIFICALLY CALLED FOR IN THIS SECTION, SHEET METAL SCREWS
MAY BE USED.
B.LOCATIONS: FOR DUCTS, GRILLES AND ACCESSORIES EXPOSED TO VIEW IN FINISHED
ROOMS INCLUDE FINISH -TYPE FASTENERS.
1. PERMANENT WORK: BLIND STAINLESS STEEL POP RIVETS.
2. REMOVABLE ITEMS AND GRILLES: CADMIUM - PLATED PAN HEAD OR COUNTERSUNK
TAPPING SCREWS.
2.4 HANGERS FOR SHEET METAL WORK
A.DESCRIPTION: SAHANGERS, IIAL,ASOFOR' AND ACONSTRUBCTION. FOR SHEET METAL WORK AND
B.BUILDING ATTACHMENTS: CONCRETE INSERTS AND STRUCTURAL -STEEL FASTENERS
APPROPRIATE FOR CONSTRUCTION MATERIALS TO WHICH HANGERS ARE BEING ATTACHED.
COMPLY WITH REQUIREMENTS IN SECTION 200515.
C.DUCT SIZES: REFER TO MAXIMUM CROSS- SECTION DIMENSION AT LOCATION OF
HANGERS.
D.HORIZONTAL RECTANGULAR AND ROUND DUCTS: COMPLY WITH SMACNA STANDARDS.
WIRE HANGERS NOT ACCEPTABLE.
E. VERTICAL DUCTS: ANGLES ATTACHED TO SIDES IN PAIRS. COMPLY WITH SMACNA.
2.5 VOLUME DAMPERS AND QUADRANTS
A.GENERAL: FABRICATE IN ACCORDANCE WITH SMACNA, SAME MATERIAL AS FOR DUCT
CONSTRUCTION.
E.REMOTE CABLE CONTROL SYSTEM FOR QUADRANTS WHERE DUCTS ARE NOT ACCESSIBLE.
CABLE SYSTEM FOR REMOTE OPERATION OF VOLUME DAMPER CONSISTING OF BOWDEN
0.054 INCH SHEATHED STAINLESS STEEL CONTROL WIRE, RACK AND PINION GEAR DRIVE,
AND WALL MOUNTED CONTROL KIT.
C.MANUFACTURERS: YOUNG REGULATOR, ENERTECH, OR APPROVED.
2.6 BACKDRAFT DAMPERS
A.DESCRIPTION: EXTRUDED ALUMINUM FRAME AND BLADES EXTRUDED VINYL EDGE SEALS
I -
MECHANICALLY LOCKED INTO BLADE EDGE. BLADES WITH FIELD ADJUSTABLE ZINC
PLATED STEEL COUNTERBALANCE WEIGHTS TO ALLOW PRESSURE RELIEF TO START
OPENING AT 0.01 INCH W.G. AND BE FULLY OPEN AT 0.06 INCH W.G. CORROSION
RESISTANT BEARINGS, SYNTHETIC TYPE. LINKAGE CONCEALED IN FRAME. DAMPERS
DESIGNED FOR MAXIMUM 1500 FPM SPOT VELOCITIES AND UP TO 4 INCH W.G. BACK
PRESSURE.
B.MANUFACTURERS: RUSKIN MODEL CBD2, GREENHECK, AMERICAN WARMING &
2.7
VENTILATING, AIR FRAMES
DYNE, PACIFIC AIR PRODUCTS, OR APPROVED.
A.GENERAL: INCLUDE ACCESS DOORS WHEREVER ACCESS TO DUCTS IS NECESSARY FOR
REACHING EQUIPMENT. DOUBLE CONSTRUCTION, HEMMED EDGES (NO SHARP EDGES
TIGHT FITTING WITH GASKET, HINGED, WITH LATCH, INSULATION OR LINING EQUIVALENT TO
THAT OF ADJACENT DUCT. STEEL ANGLE FRAME. ACCESS PANELS WITH SHEET METAL
FASTENERS NOT ACCEPTABLE.
B.LATCHES: DIE -CAST, VENTFABRICS NO. 100 FOR DOORS 2' -0" HIGH AND SMALLER.
CAT. NO. 260 FOR DOORS UP TO 3' -0" HIGH. CAT. NO. 310 FOR DOORS HIGHER
THAN 3' -0 ". USE 2 FOR EACH DOOR. CAM LATCHES ACCEPTABLE.
N MISCELLANEOUS DUCT • ACCESSORIES
2.8 MISCELLA E
A.INSTRUMENT TEST HOLES: CAST IRON OR CAST ALUMINUM TO SUIT DUCT MATERIAL,
INCLUDING SCREW CAP AND GASKET. SIZE TO ALLOW INSERTION OF PITOT TUBE AND
OTHER TESTING INSTRUMENTS AND OF LENGTH TO SUIT DUCT - INSULATION THICKNESS.
PART 3 - EXECUTION
3.1 DUCT INSTALLATION
A.GENERAL:
1. INSTALL IN WORKMANLIKE MANNER. FABRICATIONS FITTINGS, JOINTS, TAKE -OFFS,
ATTACHMENTS, TURNING SMACNANAS, DAMPERS, INNTHIS�SECTION ANDOASAINDICATED ON
THE DRAWINGS.
2. COMPLY WITH REQUIREMENTS IN SECTION 200548 FOR SEISMIC RESTRAINTS OF
DUCTS.
3. HANG DUCTS FROM ROOF STRUCTURE AND NOT FROM THE ROOF DECK ITSELF.
PROVIDE SUPPLEMENTARY STEEL FRAMING AS SPECIFIED IN SECTION 200515 TO
SPAN BETWEEN ROOF STRUCTURAL MEMBERS.
4. LOCATE DUCTS WITH SUFFICIENT CLEARANCE AROUND EQUIPMENT TO ALLOW FOR
INSPECTION REPAIR REPLACEMENT AND SERVICE.
5. CAP INCOMPLETED DUCT ENDS WITH TEMPORARY CLOSURES OF TAPED
POLYETHYLENE TO PREVENT CONSTRUCTION DUST FROM ENTERING DUCTS.
6. INSTALL DUCT COLLARS WHERE EXPOSED DUCTS PASS THROUGH NON -FIRE RATED
WALLS AND CEILINGS. FASTEN TIGHT TO DUCTS.
7. DUCT SIZES MAY BE CHANGED AS LONG AS THE NEW DIMENSIONS ARE EQUIVALENT
TO THOSE INDICATED AND DO NOT EXCEED 4 TO 1 ASPECT RATIO.
8. TRANSITIONS:
a.FABRICATE AND INSTALL DUCT TRANSITIONS FOR CONNECTIONS TO EQUIPMENT, SUCH
AS FANS, HEATERS FIRE DAMPERS SMOKE DAMPERS COMBINATION FIRE SMOKE
DAMPERS, IT MOTOR HEATERS, SIZESDINDIICATEDWONT�THET�DRI CONNECTION SIZES ARE
b. MAINTAIN T EQUIVALENTAFREE REQUIRED TO DUCT SIZESAWIITH ANGLE SPACE, FABRICATE A15 TO
DEGREES.
9. DRAWINGS DO NOT SHOW OFFSETS WHICH MAY BE REQUIRED. MAKE OFFSETS WITH
FITTINGS WITH AS SMALL AN ANGLE OF OFFSET AS POSSIBLE. INSTALL TURNING
VANES IN SQUARE CORNER ELBOWS.
10. INSTALL ACOUSTICAL TURNING VANES IN RETURN AIR SQUARE THROAT ELBOWS.
11. INSTALL FLANGED CONNECTIONS TO EQUIPMENT WITH NEOPRENE GASKETS.
12. INSTALL DUCTS THROUGH ROOF TO BE WATERTIGHT. COORDINATE WITH ANY DETAILS
ON THE DRAWINGS AS TO FLASHINGS AND CURBS. REFER TO ARCHITECTURAL
DRAWINGS FOR FLASHING DETAILS.
13. INSTALL DUCTS, UNLESS OTHERWISE INDICATED ON THE DRAWINGS, VERTICALLY AND
HORIZONTALLY AND PARALLEL AND PERPENDICULAR TO BUILDING LINES.
14. INSTALL TEST HOLES AT FAN INLETS AND OUTLETS AND ELSEWHERE AS INDICATED
ON THE DRAWINGS. LOCATE WHERE REQUIRED FOR TESTING AND BALANCING
PURPOSES AS DIRECTED BY THE TAB SUBCONTRACTOR SPECIFIED IN SECTION
200593.
15. INSTALL RETURN AIR AND TRANSFER AIR OPENINGS ABOVE CEILINGS WITH MINIMUM
2' -0" CLEARANCE TO OBSTRUCTIONS.
B.EXTERIOR DUCTS:
1. GENERAL: INSTALL DUCTS LOCATED OUTSIDE OF BUILDINGS IN WEATHERPROOF
MANNER.
2. FABRICATION: FABRICATE AND USE GAGE AS REQUIRED BY SMACNA. GALVANIZED
STEEL WITH 4 -BOLT OR CORNER -CLIP DUCT CONNECTIONS OR FLANGED JOINTS.
SLOPE TOP OF DUCTS FOR DRAINAGE. SUPPORTS HOT DIP GALVANIZED AFTER
FABRICATION. SEAL SEAMS AND JOINTS EXTERNALLY FOR WATERTIGHT INSTALLATION
IN NEAT AND WORKMANLIKE MANNER.
3. CLEANING: THOROUGHLY CLEAN DUCT SURFACES, SUCH THAT DUCTS MAY BE
PRIMED AND FINISH PAINTED.
C.FLEXIBLE CONNECTORS:
1. INSTALL FLEXIBLE CONNECTORS FURNISHED UNDER SECTION 200548 AT
CONNECTIONS TO VIBRATION - ISOLATED SPRING AND RUBBER ISOLATOR- MOUNTED)
2. SUPPORT DUCT OE AND EXIBLE SIMILAR EQUIPMENT. ENSURE ALIGNMENT
AND TO AVOID BINDING CONNECTOR.
3. INSTALL WITH SUFFICIENT SLACK TO PERMIT 2 INCH HORIZONTAL OR VERTICAL
MOVEMENT WITHOUT STRETCHING FABRIC AND TO EFFICIENTLY ISOLATE VIBRATION OF
FANS FROM DUCTS.
D.DUCT AND PLENUM SEALING: SMACNA SEAL CLASS A. APPLY DUCT SEALER TO
TRANSVERSE JOINTS LONGITUDINAL SEAMS, FITTING CONNECTIONS CORNERS OF
FOUR -BOLT OR CORNER CLIP DUCT CONNECTION SYSTEM, AND PITTING SEAMS EXCEPT
CONTINUOUS WELDED TYPE. SPIRAL SEAMS, CONTINUOUS WELDED SEAMS, AND
TRANSVERSE JOINTS FOR 4 -BOLT OR CORNER CLIP DUCT CONNECTION SYSTEM ARE
NOT REQUIRED TO BE SEALED UNLESS VISIBLE AND AUDIBLE LEAKS EXIST OR DUCT
LEAKAGE EXCEEDS THAT ALLOWED BY LEAKAGE TEST SPECIFIED IN THIS SECTION.
COMPLY WITH MANUFACTURER'S RECOMMENDATIONS.
3.2 FLEXIBLE DUCTS
A.INSTALL PER SMACNA FIGURES 3 -10 AND 3 -11.
B.CONNECT TO METAL DUCTS WITH SLIP JOINT MADE USING FIRE - RESISTANT MASTIC AND
STAINLESS STEEL OR PLASTIC MACHINE - APPLIED CLAMP.
C.FIVE FOOT MAXIMUM LENGTH, FULLY EXTENDED. GENERALLY INSTALL WITH STRAIGHT
SECTIONS, WITHOUT BENDS. ' IF BENDS ARE REQUIRED, INSTALL WITH MAXIMUM ONE -90
DEGREE IN STRAIGHT FLEXIIBLE DUCT RUNS ACCEPTABLE WED. SHEET METAL ELBOWS TO
D.HANG FLEXIBLE DUCT ON 5' -0" CENTERS AND AT 90 DEGREE BEND WITH 1 INCH WIDE
FLAT STEEL STRAP. MAXIMUM 1/2 INCH SAG PER FOOT. SUPPORT SHALL NOT CAUSE
OUT -OF -ROUND SHAPE.
E.INSTALLATION IN CORRIDOR CEILING SPACES WHERE FIRE RATING IS REQUIRED NOT
ALLOWED.
3.3 VOLUME DAMPERS
A.GENERAL: VOLUME DAMPERS MAY NOT BE SHOWN ON THE DRAWINGS. INSTALL
DAMPER IN DUCT TO EACH SUPPLY, RETURN, AND EXHAUST OPENING AND FOR BRANCH
MAINS SERVING MORE THAN 1 OPENING.
B.CONSTRUCTION: TIGHT FITTING TO WALLS OF DUCT WHEN FULLY CLOSED. INSTALL
BEARING ON EACH END AND SEALED AIRTIGHT.
RTIGHT.
C.LOCATION: INSTALL DAMPERS IN ACCESSIBLE LOCATIONS. IN GENERAL, ARRANGE WITH
AXIS OF BLADE IN LONG DIMENSION OF DUCT. LOCATE AS FAR FROM OUTLET AND
INLET AS POSSIBLE.
D.SETTING: SET AND LOCK IN FULL OPEN POSITION, PRIOR TO TAB WORK.
E.INSTALL 12 INCH LONG ORANGE COLORED 1/2 INCH WIDE SURVEYORS TAPE ON
QUADRANT OF VOLUME DAMPERS LOCATED ABOVE CEILINGS.
3.4 BACKDRAFT DAMPERS
A.GENERAL: INSTALL AT EXHAUST AND RELIEF AIR DUCT TERMINATIONS TO ATMOSPHERE
THAT DO NOT HAVE MOTOR OPERATED DAMPERS.
3.5 ACCESS DOORS
A.GENERAL: INSTALL AT DUCT SMOKE DETECTORS HUMIDIFIER ABSORPTION MANIFOLDS,
BACKDRAFT DAMPERS, MOTOR OPERATED DAMPERS, FIRE DAMPERS, SMOKE DAMPERS,
COMBINATION FIRE /SMOKE DAMPERS, BOTH SIDES OF DUCT MOUNTED HEATERS AIRFLOW
MEASURING UNITS AND PLENUMS. ARRANGE DOOR SWINGS SO THAT ACCESS BOORS
OPEN AGAINST AIR PRESSURE.
3.6 DUCT SMOKE DETECTORS
A.COORDINATE LOCATION REQUIREMENTS WITH DIVISION 28 WORK PRIOR TO PREPARING
AND SUBMITTING SHEET METAL SHOP DRAWINGS TO ENSURE WITH DETECTOR
MANUFACTURER'S INSTALLATION REQUIREMENTS.
3.7 PRESSURE TESTING FOR LEAKAGE
A.DESCRIPTION: TEST MACNALYI-EVAC AIRNDUCTD LEAKAGE TESTTMANUAL, 1ST ED., 1985.
C.TEST PROCEDURES:
1. TEST DUCT BEFORE INSULATION IS INSTALLED.
2. CLOSE OFF AND SEAL OPENINGS IN DUCT SECTION TO BE TESTED. CONNECT TEST
APPARATUS TO DUCT BY MEANS OF FLEXIBLE DUCT.
3. TEST FOR AUDIBLE LEAKS.
4. AFTER AUDIBLE LEAKS HAVE BEEN SEALED RETEST. SEAL AND RETEST AS
NECESSARY UNTIL MAXIMUM LEAKAGE IS LESS THAN 2 PERCENT OF DESIGN AIR
QUANTITY OF SYSTEM HAS BEEN ACHIEVED.
END OF SECTION
SECTION 233713 - OUTLETS AND INLETS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES GRILLES, DIFFUSERS, AND ASSOCIATED APPURTENANCES.
1.2 QUALITY ASSURANCE
A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE
CODES AND ORDINANCES.
B.CODES AND STANDARDS:
1. ADC 1062R4 AIR DIFFUSING EQUIPMENT CERTIFICATION RATING AND TEST MANUAL.
2. AMCA 511 CERTIFIED RATINGS PROGRAM FOR AIR CONTROL DEVICES.
3. ASHRAE 7b, METHOD OF TESTING FOR RATING THE PERFORMANCE OF AIR OUTLETS
AND INLETS.
1.3 SUBMITTALS
A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE
DATA FOR EACH TYPE AND ASSOCIATED APPURTENANCES.
PART 2 - PRODUCTS
2.1 GRILLES,REGISTERS, DIFFUSERS, LOUVERS, ROOF AND WALL CAPS
A.EXCEPT AS OTHERWISE INDICATED FURNISH MANUFACTURER'S STANDARD GRILLES AND
DIFFUSERS OF SIZE SHAPE, CAPACITY AND TYPE AS INDICATED ON THE DRAWINGS FOR
COMPLETE INSTALLATION.
B.PERFORMANCE: FURNISH GRILLES AND DIFFUSERS THAT HAVE AS MINIMUM,
TEMPERATURE AND VELOCITY TRAVERSES THROW AND DROP, AND AND CRITERIA
RATINGS FOR EACH GRILLE AND DIFFUSER TYPE AND SIZE AS LISTED IN
MANUFACTURER'S CURRENT DATA.
C.CEILING COMPATIBILITY: FURNISH WITH BORDER STYLES COMPATIBLE WITH ADJACENT
CEILING SYSTEMS SPECIFICALLY MANUFACTURED TO FIT INTO CEILING MODULE WITH
ACCURATE FIT AND ADEQUATE SUPPORT. REFER TO ARCHITECTURAL DRAWINGS AND
SPECIFICATIONS FOR TYPES OF CEILING SYSTEMS.
D.SEISMIC RESTRAINTS FOR GRILLES AND DIFFUSERS WEIGHING LESS THAN 20 POUNDS:
INCLUDE MEANS TO POSITIVELY ATTACH GRILLES AND DIFFUSERS TO CEILING GRID
SYSTEM.
E. MANUFACTURERS: GRILLES REGISTERS, DIFFUSERS: TITUS, KRUEGER, ANEMOSTAT,
PART M 3 ALAI E, EES OR APPROVED.
3.1 INSPECTION
A.GENERAL: VERIFY INSTALLATION CONDITIONS AS SATISFACTORY TO RECEIVE WORK OF
THIS SECTION. DO NOT INSTALL UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED.
BEGINNING WORK CONSTITUTES ACCEPTANCE OF CONDITIONS AS SATISFACTORY.
3.2 PREPARATION
A.FIELD MEASUREMENTS: FIELD VERIFY LOCATIONS OF NEW AND EXISTING WORK PRIOR
TO COMMENCING WORK OF THIS SECTION.
B.PROTECTION: PROTECT SURROUNDING AREAS AND SURFACES TO PRECLUDE DAMAGE
FROM WORK OF THIS SECTION.
3.3, INSTALLATION, APPLICATION ERECTION, AND PERFORMANCE
A.GENERAL: INSTALL, APPLY, ERECT, AND PERFORM THE WORK IN ACCORDANCE WITH
"QUALITY QUALITY ASSURANCE PROVISIONS SPECIFICATIONS AND MANUFACTURER'S
INSTALLATION INSTRUCTIONS AND DIRECTIONS. WHERE THESE MAY BE IN CONFLICT, THE
MORE STRINGENT REQUIREMENTS GOVERN.
B.COORDINATE TO INTERFACE INCLUDING GRILLES ANDNDIFDFUSERSCWITH ACCESSORIES, AS WORK.
C.INSTALL GRILLES AND DIFFUSERS WITH AIRTIGHT CONNECTION TO DUCTS AND TO ALLOW
SERVICE AND MAINTENANCE OF ADJUSTABLE COMPONENTS AND FIRE DAMPERS.
D.CEILING - MOUNTED OUTLETS AND INLETS: DRAWINGS INDICATE GENERAL ARRANGEMENT
OF DUCTS, FITTINGS AND ACCESSORIES. GRILLE AND DIFFUSER LOCATIONS HAVE BEEN
INDICATED ON THE DRAWINGS TO ACHIEVE DESIGN REQUIREMENTS FOR AIR VOLUME,
LOCATIONS CRITERIA, AIRFLOW PATTERN, ARCHITECT PRESSURE REFLECDTEDP.CEILING PLANS.
WHERE ARCHITECTURAL FEATURES OR OTHER ITEMS CONFLICT WITH INSTALLATION, NOTIFY
A/E FOR DETERMINATION OF FINAL LOCATION.
E. SEISMIC RESTRAINTS:
1. FOR GRILLES AND DIFFUSERS WEIGHING LESS THEN 20 POUNDS: POSITIVELY
ATTACH GRILLE AND DIFFUSER TO CEILING GRID SYSTEM.
2. FOR GRILLES AND DIFFUSERS WEIGHING 20 TO 56 POUNDS: IN ADDITION TO
POSITIVELY ATTACHING GRILLE AND DIFFUSERS TO CEILING GRID SYSTEM, INSTALL
TWO NO. 12 GAGE HANGER WIRES CONNECTED TO GRILLES AND DIFFUSERS TO
CEILING SYSTEM HANGER OR TO STRUCTURE ABOVE.
3. FOR GRILLES AND DIFFUSERS WEIGHING MORE THAN 56 POUNDS: SUPPORT
DIRECTLY FROM STRUCTURE ABOVE. COMPLY WITH REQUIREMENTS IN SECTION
200548 FOR SEISMIC RESTRAINTS.
3.4 ADJUSTING
F. AFTER INSTALLATION, ADJUST GRILLES AND DIFFUSERS TO AIR PATTERNS INDICATED ON
THE DRAWINGS, OR AS DIRECTED, BEFORE STARTING AIR BALANCING.
3.5 CLEANING
A.EXPOSED INSTALLATION TO GRILLES AND F DIRT RAND SMUDGEXPOSED OVEI AND PROVIDE
NEW GRILLES AND DIFFUSERS THAT HAVE DAMAGED FINISHES.
END OF SECTION
SECTION 234100 - FILTERS
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES AIR FILTERS FOR AIR HANDLING EQUIPMENT AND
ASSOCIATED APPURTENANCES.
1.2 QUALITY ASSURANCE
A.REGULATORY REQUIREMENTS: Q S. COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE
CODES AND ORDINANCES.
B.CODES AND STANDARDS:
1. ASHRAE 52.1 GRAVAMETRIC AND DUST -SPOT PROCEDURES FOR TESTING
AIR - CLEANING DEVICES USED IN GENERAL VENTILATION FOR REMOVING PARTICULATE
MATTER.
2. ASHRAE 52.2 METHOD OF TESTING GENERAL VENTILATION AIR - CLEANING DEVICES
FOR REMOVAL EFFICIENCY BY PARTICLE SIZE.
3. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR - CONDITIONING AND VENTILATING
SYSTEMS.
1.3 SUBMITTALS
A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE
DATA FOR EACH AIR FILTER AND APPURTENANCE.
1.4 SPARE MEDIA
A.FOR AIR HANDLING UNITS AND PACKAGED HVAC EQUIPMENT AND SIMILAR EQUIPMENT
WITH FILTERS: THREE SETS FOR EACH TYPE OF FILTER. ONE FOR INITIAL
INSTALLATION ONE INSTALLED PRIOR TO THE TAB WORK SPECIFIED IN SECTION 200593,
AND ONE DELIVERED TO THE OWNER AT SUBSTANTIAL COMPLETION.
PART 2 - PRODUCTS
2.1 REPLACEABLE FILTERS
A.PLEATED MEDIA TYPE: EXTENDED SURFACE WITH REINFORCED NON -WOVEN COTTON
FABRIC IN SELF - SUPPORTING FRAME, MERV 8 PER ASHRAE 52.2, 2 INCHES THICK, UL
CLASS 1. CAMFIL FARR 30/30, AAF INTERNATIONAL, OR APPROVED.
2.2 FINAL FILTER
A.V -STYLE E EXTENDED SURFACE, MINIMUM MERV 14 PER ASHRAE 52.2, 12" THICK, UL
CLASS 2.3 FILTER HOUSINGS AND FRAMES
A.FOR AIR HANDLING EQUIPMENT: FILTER HOUSINGS AND FRAMES FURNISHED BY AIR
HANDLING EQUIPMENT MANUFACTURER AND INTEGRAL TO AIR HANDLING EQUIPMENT
UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
B.EXTERNAL FILTER HOUSING: TWO -STAGE FILTER HOUSING, 16 GAUGE GALVANIZED
STEEL WEATHERPROOF FINISH. CAMFILL FARR 3P GLIDEPACK, OR APPROVED.
2.3 RESISTANCE INDICATOR
A.GENERAL: DIAPHRAGM- ACTUATED DIAL TYPE 4-3/4 INCH OUTSIDE DIAMETER WITH
WHITE DIAL BLACK FIGURES AND GRADUATIONS, AND POINTER ZERO ADJUSTMENT 0 TO
1 INCH W.O. RANGE WITH 0.02 INCH MINOR DIVISION. ACCURACY PLUS OR MINUS 2
PERCENT OFFULL
SCALEAT7
70 F. INCLUDE BRACKET, STATIC PRESSURE TAPS,
ALUMINUM UM TUBING AND VENT VALVES. MANUFACTURER: DWYER MAGNEHELIC MODEL
PART 3 - EXECUTION
3.1 INSTALLATION, APPLICATION ERECTION, AND PERFORMANCE
A.GENERAL: INSTALL, APPLY, ERECT, AND PERFORM THE WORK IN ACCORDANCE,
SPECIFICATIONS AND MANUFACTURER'S INSTALLATION INSTRUCTIONS AND DIRECTIONS.
WHERE THESE MAY BE IN CONFLICT, THE MORE STRINGENT REQUIREMENTS GOVERN.
B.COORDINATE WITH DUCTWORK AND AIR MOVING EQUIPMENT AS NECESSARY TO INTERFACE
INSTALLATION OF AND ACCESS TO FILTERS.
C.INSTALL FILTERS IN PROPER POSITION TO PREVENT PASSAGE OF UNFILTERED AIR.
D.FILTERS SHALL BE EASILY CHANGED FROM FRAMES AND SHALL SLIDE FREELY ON
TRACKS WITHOUT LANDING.
E.FILTER SECTIONS SHALL HAVE HINGED ACCESS DOORS WITH LATCHES.
F.INSTALL RESISTANCE INDICATOR STATIC PRESSURE TAPS UPSTREAM AND DOWNSTREAM
OF FILTERS TO INDICATE AIR PRESSURE DROP THROUGH AIR FILTER. INSTALL INDICATOR
ON OUTSIDE OF FILTER HOUSING OR FILTER PLENUM IN ACCESSIBLE AND READABLE
POSITION.
END OF SECTION
SECTION 238100 - PACKAGED HVAC EQUIPMENT
PART 1 - GENERAL
1.1 SECTION INCLUDES
A.DESCRIPTION: WORK INCLUDES PACKAGED HVAC EQUIPMENT WITH MECHANICAL COOLING
AND HEATING CAPABILITIES AND ASSOCIATED APPURTENANCES.
1.2 QUALITY ASSURANCE
A.REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE CITY, COUNTY, AND STATE
CODES AND ORDINANCES.
B.CODES AND STANDARDS:
1. APPLICABLE ENERGY CODE.
2. ARI 210/240 PERFORMANCE RATING OF UNITARY AIR - CONDITIONING AND AIR
SOURCE HEAT PUMP EQUIPMENT.
3. ARI 340/360, COMMERCIAL AND INDUSTRIAL UNITARY AIR - CONDITIONING AND HEAT
PUMP EQUIPMENT.
4. NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR - CONDITIONING AND VENTILATING
SYSTEMS.
1.3 SUBMITTALS
TT LS
A.PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA AND MAINTENANCE
DATA FOR EACH TYPE OF PACKAGED HVAC EQUIPMENT AND APPURTENANCE. INDICATE
ACCESSORIES WHERE REQUIRED FOR COMPLETE SYSTEM AND INSTALLATION
INSTRUCTIONS.
B.PERFORMANCE DATA: SUBMIT FAN PERFORMANCE CURVE FOR UNIT. INDICATE ON
SEPARATE GRAPH FOR EACH FAN STATIC PRESSURE VERSUS VOLUME FLOW EFFICIENCY,
AND BRAKE POINT 1. A 0 SINGLE AND LABELED. CURVE NOT
ACCEPTABLE.
C.SHOP DRAWINGS: SUBMIT PACKAGED HVAC EQUIPMENT CONTROL WIRING DIAGRAM
INDICATING FACTORY AND FIELD INSTALLED WIRING.
D.TEST REPORTS:
1. FACTORY START -UP AND TEST REPORTS.
2. FIELD START -UP AND TEST REPORTS.
3. INCLUDE COPY OF REPORTS IN THE OPERATION AND MAINTENANCE MANUAL.
PART 2 - PRODUCTS
2.1 HVAC EQUIPMENT
A.PROVIDE EQUIPMENT WITH ALL FEATURES AND OPTIONS LISTED ON EQUIPMENT
SCHEDULES. TRANE, OR APPROVED.
PART 3 - EXECUTION
3.1 WORK PRIOR TO INSTALLATION
A.EQUIPMENT MANUFACTURER'S AUTHORIZED REPRESENTATIVE SHALL MAINTAIN PERSONNEL
WITHIN A 50 MILE RADIUS OF JOB SITE. REPRESENTATIVE CAPABLE OF
TROUBLESHOOTING PACKAGED HVAC EQUIPMENT FAULTS.
1. INCLUDE 1 MAN DAY TO MEET WITH THE MECHANICAL ELECTRICAL AND CONTROL
SUBCONTRACTORS AT THE JOB SITE. SCHEDULE THIS MEETING WITHIN 1 WEEK
AFTER EQUIPMENT IS DELIVERED TO FINAL LOCATION AT JOB SITE BUT PRIOR TO
EQUIPMENT OPERATION. PURPOSE URPOSE IS TO ASSURE THAT ALL PARTIES UNDERSTAND
WHAT INTERCONNECTIONS ARE REQUIRED.
2. AFTER EQUIPMENT INSTALLATION, INCLUDE 1 MAN DAY TO ASSIST CONTROL AND
ELECTRICAL SUBCONTRACTORS IN THE TERMINATION OF THE INTERCONNECTING WIRES
IN UNIT MOUNTED CONTROL PANELS. THIS SERVICE SHALL ALSO VERIFY THE
PROPER CONNECTION AND POLARITY OF THE WIRES.
3.2 INSTALLATION OF PACKAGED HVAC EQUIPMENT AND COMPONENTS
A.INSTALL EQUIPMENT WITH CLEARANCES FOR SERVICE AND MAINTENANCE.
B.REPAIR DAMAGED CONDENSER COIL FINS.
C.COORDINATE WITH DIVISION 26 TO INSTALL DISCONNECTS SO AS NOT TO INTERFERE
WITH UNIT AND INTERNAL L C OMPONENT ACCESS AND FILTERS.
D.ROOF MOUNTED EQUIPMENT: ATTACH ROOF CURBS TO ROOF AND MOUNT UNITS ON
ROOF CURBS. REFER TO ARCHITECTURAL DRAWINGS FOR ROOF FLASHING.
E. COMPLY WITH REQUIREMENTS FOR VIBRATION ISOLATORS AND SEISMIC RESTRAINTS.
3.3 START -UP SERVICES
A.EQUIPMENT MANUFACTURER'S AUTHORIZED REPRESENTATIVE SHALL PERFORM START -UP
SERVICES OF PACKAGED HVAC EQUIPMENT AND RELATED APPURTENANCES. SERVICES
SHALL INCLUDE A CHECK OF PROPER INSTALLATION, SYSTEM CHECK -OUT, ADJUSTMENT,
AND COMPLETE START -UP.
B.INCLUDE START -UP AND TEST REPORTS IN OPERATION AND MAINTENANCE MANUAL.
END OF SECTION
REVIEWED FOR
CODE COMPLIANCE
lam eviiF
DEC 10 2U1U
City of Tukwila
BUILDING DIVISInM
RECEIVED
OCT 13 2010
PERMIT CENTER
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NAC NO 121 -10017
HEINO 10113
DRAWN JMR
CHECKED RKE
DATE 9 -10 -2010
ROOF MOUNTED HEAT PUMP SCHEDULE
MARK
LOCATION
AREA SERVED
MANUFACTURER /
MODEL
FILTER
MANUFACTUER/
MODEL
ELECTRICAL
COOLING
HEATING
FILTER BOX
DIMENSIONS
( HxWxD)
(INxINxIN)
MIN.
OA
(CFM)
SUPPLY
AIRFLOW
ESP
(IN)
MOTOR
HP
ELECTRIC AUX. COIL
UNIT
VOLTAGE
V / 0
MCA
(A)
MOCP
(A)
MBH
EAT
('F)
LAT
('F)
MBH
EAT
('F)
LAT
('F)
SEER
REFRIG.
TYPE
DIMENSIONS
(LxWxH)
(INxINxIN)
WEIGHT
(LBS.)
REMARKS
STAGE 1
(kW)
STAGE 2
(kW)
HP -1
ROOF
CT SCAN EXAM ROOM
TRANE / WSC048
150
1500
0.75
1
9
12
208 / 3
63.7
70
45.9
75.7
52.5
26.8
68.2
85
13.0
R -410A
70x45x36
600
NOTE 1, 2, 3, 4
1.
2.
3.
4.
NOTES
DISCHARGE, HIGH STATIC MOTOR, ECONOMIZER, FACTORY ROOF CURB, AND MICROPROCESSOR FACTORY CONTROLS.
2 STAGE ELECTRIC HEATING COIL.
THE BASE SINGLE POINT ELECTRICAL CONNECTION KIT. MCA AND MOCP ARE BASED UPON THE USE OF SINGLE POINT CONNECTION KIT TO POWER MOTORS AND ELECTRIC HEATING COIL.
BALANCE AIRFLOW TO 1600 CFM.
PROVIDE WITH HORIZONTAL
PROVIDE WITH SUPPLEMENTARY
PROVIDE WITH THROUGH
BID ALTERNATE 2: IF ACCEPTED,
FILTER BOX SCHEDULE
MARK
LOCATION
AREA SERVED/
SYSTEM SERVED
HOUSING
MANUFACTURER/
MODEL
FILTER
MANUFACTUER/
MODEL
AIRFLOW
RATE
(CFM)
MAX
VELOCITY
(FPM)
INITIAL
MAX
APD
(IN)
FILTER BOX
DIMENSIONS
( HxWxD)
(INxINxIN)
FILTER
SIZE
(HxWxD)
(INxIN)
REMARKS
F -1
ROOF
HP -1
FARR / 3P GLIDEPACK
VILEDON / MV95
1500
400
0.25
27x24x2L
24x24
NOTE 1, 2
1.
2.
3.
NOTES
REVIEWED FOR
CODE COMPLIANCE
FOR BOTH PREFILTER AND FINAL FILTER. V'a nUE
DEC 10 2010
AIRFLOW WILL BE 1600 CFM. City of Tukwila
ila
BUILDING fRVlSInM
PROVIDE MAGNAHELIC GAGES
PROVIDE MERV 8 PRE - FILTER.
BID ALTERNATE 2: IF ACCEPTED,
AIR DEVICE SCHEDULE
ROOM #
MARK
TYPE
MANUFACTURER /
MODEL
SUPPLY /
RETURN /
EXHAUST
BORDER TYPE
NECK SIZE
(L "xW ")
(DIA)
FACE SIZE
(L "xW ")
(IN)
CFM
RANGE
< 25 NC
BORDER
TYPE
FINISH
MATERIAL
REMARKS
C1
CEILING DIFFUSER
TITUS MCD
SUPPLY
LAY -IN
6 x 6
24x24
0 - 150
3
WHITE
STEEL
1,
2
8 x 8
155 - 275
10 x 10
280 - 450
12 x 12
455 - 600
14 x 14
605 - 750
105
893
R1
RETURN GRILLE
TITUS 350
RETURN
LAY -IN
8 x 8
24x24
0 - 260
3
WHITE
STEEL
1,
2
12 x 12
260 - 600
16 x 16
600 - 1130
1.
2.
NOTES
4 -WAY THROW UNLESS INDICATED OTHERWISE ON PLANS.
ARE NOMINAL REFER TO MANUFACTURER FOR ACTUAL DIMENSIONS.
ADJUST DIFFUSERS FOR
DIMENSIONS INDICATED
AIR BALANCE / PRESSURIZATION SCHEDULE
ROOM #
ROOM NAME
AREA
(FT'i2)
VOLUME
(FT"3)
AHU
AIA /FGI GUIDELINES
DESIGN AIRFLOW (CFM)
REMARKS
SA (ACH)
(ACH)
SA (CFM)
(CFM)
EA (ACH)
(ACH)
EA (CFM)
(CFM)
PRESS
(1)
SA
(CFM)
RA
(CFM)
EA
(CFM)
P
(CFM)
164
CT SCAN
405
3443
HP -1
6
340
-
-
NA
1420
1420
0
0
NOTE 1, 3
165
CONTROL ROOM
105
893
AC -3
6
90
-
-
NA
480
480
0
0
1.
NOTES
E= EQUAL, NA = NOT APPLICABLE
P = POSITIVE, N = NEGATIVE,
PLUMBING FIXTURE SCHEDULE
MARK
FIXTURE
COMPONENT
FIXTURE TYPE/
DESCRIPTION
MATERIAL
MANUFACTURER
MODEL NUMBER
WASTE
VENT
COLD
HOT
REMARKS
S -1
SINK
COUNTER MOUNTED
STAINLESS STEEL
ELKAY
LR1517
1 -1/2"
1 -1/4"
-
-
NOTE 1, 2
FAUCET
GOOSENECK SPOUT
CHROME PLATED
CHICAGO FAUCETS
786- E29VPCCP
-
-
1/2"
1/2"
NOTE 1, 3
TRIM
GRID AND TAILPIECE
STAINLESS STEEL
ELKAY
-
-
-
-
-
NOTE 1
1.
2.
3.
NOTES:
DIFFERENT THAN THE ACTUAL FIXTURE CONNECTION, PROVIDE BRANCH PIPE OF LISTED SIZE AND ALL PIPE FITTINGS REQUIRED FOR A COMLETE INSTALLATION.
304 STAINLESS STEEL, SATIN FINISH, FULLY UNDERCOATED FOR SOUND DAMPENING, 7 -5/8" DEEP BOWL, 3 HOLE PUNCHINGS FOR FAUCET ON 8" CENTERS.
5 -1/4" GOOSENECK SPOUT, POLISHED CHROME PLATED FINISH, PRESSURE COMPENSATING LAMINAR FLOW OUTLET, 4" WRIST BLADES.
PIPE SIZES LISTED MAY BE
SINK: 18 GAUGE, TYPE
SINK FAUCET: 8" CENTERS,
ECEIVED
OCT 13 2010
PERMIT CENTEF
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DATE
121 -10017
10113
JMR
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9 -10 -2010
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— REVIEWED FOR
CODE COMPLIANCE
PPM` ?:9E,
DEC 1 2010
i
City of Tukwila
BUILDING DIVISIfN
SHEET NOTES:
1. DEMOLISH ALL DUCTWORK IN CT SCAN AND CT SCAN
CONTROL ROOM. REFER TO M3.1 FOR POC'S AND
CONNECTIONS TO EXISTING SYSTEMS.
FLAG NOTES:
EXISTING TEMPERATURE SENSOR FOR REHEAT COIL
RH -31. RELOCATE TO NEW LOCATION AS INDICATED ON
SHEET M3.1.
DEMOLISH ALL EXISTING DUCTWORK ASSOCIATED WITH
ABANDONED WATER COOLED SPLIT SYSTEM. FIELD
VERIFY.
DEMOLISH DUCT BACK TO THIS POINT AND PROVIDE
TEMPORARY CAP. RECONNECT AND BALANCE PER M3.1.
CAP DUCT ABOVE CEILING AT THIS LOCATION. REFER TO
M3.1.
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OCT 13 2210
PERMIT CENTEI-
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CD
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TECTURE
u
NAC NO
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DRAWN
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DATE
121 -10017
10113
JMR
RKE
9 -10 -2010
18x10
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9x9
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E002
Scale: 1/4" = 1' -0"
I—IJ I
0 1 2 4
1
8
— REVIEWED FOR
CODE COMPLIANCE
PPM` ?:9E,
DEC 1 2010
i
City of Tukwila
BUILDING DIVISIfN
SHEET NOTES:
1. DEMOLISH ALL DUCTWORK IN CT SCAN AND CT SCAN
CONTROL ROOM. REFER TO M3.1 FOR POC'S AND
CONNECTIONS TO EXISTING SYSTEMS.
FLAG NOTES:
EXISTING TEMPERATURE SENSOR FOR REHEAT COIL
RH -31. RELOCATE TO NEW LOCATION AS INDICATED ON
SHEET M3.1.
DEMOLISH ALL EXISTING DUCTWORK ASSOCIATED WITH
ABANDONED WATER COOLED SPLIT SYSTEM. FIELD
VERIFY.
DEMOLISH DUCT BACK TO THIS POINT AND PROVIDE
TEMPORARY CAP. RECONNECT AND BALANCE PER M3.1.
CAP DUCT ABOVE CEILING AT THIS LOCATION. REFER TO
M3.1.
ECEIVEr
OCT 13 2210
PERMIT CENTEI-
N
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REVISIONS
CD
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DRAWN
CHECKED
DATE
121 -10017
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JMR
RKE
9 -10 -2010
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SHEEP NOTES:
1.
VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO
DEMOLITION AND CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE A/E PRIOR TO PROCEEDING WITH
WORK.
2. BID ALTERNATE 2: BALANCE SUPPLY AIRFLOW AT EACH
DIFFUSER TO 400 CFM AND EACH RETURN AIR GRILLE TO
800 CFM.
FLAG NOTES:
� lL dL1��Sewa„
CODE COMP; rA
BLitt: v4!) f J
City of Tukwila
DING DIVISION
ADJUST DIFFUSER FOR INDICATED FLOW PATTERN.
NEW LOCATION FOR TEMPERATURE SENSOR FOR RH -31.
PRIOR TO CONSTRUCTION, OBTAIN AIRFLOW READING FOR
EXISTING GRILLE. AFTER COMPLETION OF CONSTRUCTION,
REBALANCE EXISTING GRILLE TO PRE - CONSTRUCTION
AIRFLOW QUANTITY.
EXISTING CONCRETE BEAM IN CEILING SPACE. CONFIRM
LOCATION IN FIELD AND PROVIDE ALL DUCT FITTINGS
REQUIRED TO ROUTE DUCT UNDER BEAM AND ABOVE
CEILING.
WEST WING
RECEIVEr
OCT 13 2010
PERMITCENTEF
N
2:: KEY PLAN
NOT TO SCALE
TO SCALE
U
E
FIRST FLOOR HVAC PLAN 8
TECTURE
NAC NO 121 -10017
HEINO 10113
DRAWN JMR
CHECKED RKE
DATE 9 -10 -2010
rn
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0
0
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ow
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(E) RD (E) RD
0 0
OA LOCATION
F -1
MECHANICAL ROOF PLAN
(E) VTR
0
1
(E) COMBUSTION
AIR VENT
67—
(E) RTU
(E) RTU
0
(E) EF
(E) EF
(E) GENERATOR
EXHAUST STACK
(E) EF
(E) EF
Scale: 1/4" = 1' -0"
1
01�12 4 8
SHEET NOTES:
1. VERIFY EXISTING CONDITIONS IN THE FIELD PRIOR TO
DEMOLITION AND CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE WE PRIOR TO PROCEEDING WITH
WORK.
FLAG NOTES:
PENETRATION THROUGH ROOF. REFER TO ARCHITECTURAL
DRAWINGS.
FLEXIBLE CONNECTION.
DUCTWORK SUPPORT LOCATION. REFER TO
ARCHITECTURAL DRAWINGS FOR SUPPORT DETAILS.
MOUNT ON ROOF CURB. REFER TO ARCHITECTURAL
DRAWINGS FOR DETAILS.
LOCATE UNIT PER ARCHITECTURAL DRAWINGS AND
STRUCTURAL REQUIREMENTS. PROVIDE OFFSETS IN DUCT
ON ROOF AS REQUIRED TO ALLOW DUCT INSTALLATION
FROM HEAT PUMP TO DUCT PENETRATION THROUGH
ROOF.
REVIEWED FOR
CODE COMPLIANCE
DEC 10 2010
City of Tukwila
BUILDING DIVISinM
RECEIVEr
OCT 13 2310
PERMIT CENTEI,
PLAN
KEY
N
KEY PLAN
NOT TO SCALE
0
MECHANICAL ROOF PLAN 03
REVISIONS
H
C o " M ▪ .N
L 0.3C0 ad m
O a =� 1 1
iti C N N
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cn
0
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z
5w
0
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U
TUKWILA, WASHINGTION
12844 MILITARY ROAD S
TECTURE
u
NAC NO
HEI NO
DRAWN
CHECKED
DATE
121 -10017
10113
JMR
RKE
9 -10 -2010
M
6.1
NOT USED
M9.1 / SCALE: NO SCALE
NOT USED
M9.11 SCALE: NO SCALE
NOT USED
M9.1 / SCALE: NO SCALE
NOT USED
`9•1.1 SCALE: NO SCALE
NOT USED
M9.1 SCALE: NO SCALE
M9.1 SCALE: NO SCALE
NOT USED
SCALE: NO SCALE
BRANCH "X"
DUCT SIZE DIMENSION
6" 13"
7" 14"
8" 15"
9" 16"
10" 17"
12" 19"
14" 21"
NOTES:
A.
B.
CEILING DIFFUSER OR RETURN GRILLE
GALVANIZED STEEL DIFFUSER OR GRILLE BOX.
C. SECURE TO DIFFUSER OR GRILLE NECK WITH SHEET
METAL SCREWS, MIN. ONE PER SIDE OR EVERY 90
DEGREES; SEAL AIR TIGHT.
D. DIFFUSER BOX SUPPORT, SUPPORT TO STRUCTURE, 2
PER BOX.
E. EQUALIZING GRID FULL WIDTH OF DIFFUSER NECK.
PERFORATED 20 GA GALVANIZED STEEL WITH .156" HOLES
ON 3/16" STAGGERED CENTERS (63% FREE AREA). TOP
AT HORIZONTAL CENTERLINE OF BRANCH DUCT. BOTTOM
(H) AT 3" BELOW BOTTOM OF BRANCH DUCT. 1/2" HEM
EDGE TOP AND BOTTOM. 3/4" 90' BEND EACH END
AND MINIMUM 3 SPOT WELDS, RIVETS OR SCREWS TO
BOX. EQUALIZING GRID NOT REQUIRED FOR RETURN
GRILLES.
(A)
F. BRANCH DUCT — INSULATED FLEX. SEE BRANCH DUCT
SIZING SCHEDULE FOR BRANCH DUCT RUNOUT SIZE.
G. DUCT COLLAR SECURELY ATTACHED TO BOX.
H. DUCT SUPPORT TO STRUCTURE PER SMACNA HVACDCS
AND AS SPECIFIED.
I. TYPICAL CEILING (TEE —BAR SUSPENDED CEILING SHOWN).
J. LIGHT FIXTURE AS APPLICABLE.
n CEILING DIFFUSER AND GRILLE INSTALLATION DETAIL
SCALE: NO SCALE
NOTE:
1. CONDENSATE DRAIN PAN SHALL POSITIVELY
SLOPE DOWN TO PIPE OUTLET CONNECTION TO
RESULT IN FREE AND COMPLETE DRAINAGE.
CONDENSATE DRAIN PAN AND
PIPE OUTLET CONNECTION
REMOVABLE CLEANOUT
PLUG OR CAP (TYP) -
6" L OPEN VENT —
INVERT (OUTLET)
INVERT
Z
REVERT
•
2 "MIN
SP ABOVE
DRAIN PAN,
IN. WG
H,
INCHES
X,
INCHES
Z,
INCHES
—1
2
1
5
—2
3
1.5
6.5
—3
4
2
8
+1
1
2
5
+2
1
3
6
SP, INCHES W
c'-\.
EQUIPMENT
INDIRECT DRAIN PIPING, SIZE
PER CODE OR TO MATCH PAN
CONNECTION SIZE (WHICHEVER
IS LARGER)
TO DISPOSAL POINT WITH
1" AIR GAP
2 COOLING COIL CONDENSATE DRAIN DETAIL
REVIEWED FOR
CODE COMP IAI\CE
DEC 1 u 2U10
City of Tukwila
BUILDING DJ Ii inlay
619.1 / SCALE: NO SCALE
SEQUENCE OF OPERATION:
A. GENERAL:
1. EQUIPMENT:
a. STAND —ALONE PACKAGED SINGLE ZONE AIR CONDITIONING SYSTEM.
b. SYSTEM PROVIDES HEATING, COOLING AND VENTILATION CT SCAN EXAM
ROOM..
c. SYSTEM IS CONSTANT VOLUME
2. SYSTEM IS CONTROLLED THROUGH PACKAGED FACTORY CONTROLS.
B. SYSTEM START /STOP: SYSTEM IS STARTED AND STOPPED BASED UPON A
PROGRAMMABLE SCHEDULE; INITIALLY SET FOR 24/7 OPERATION.
C. TEMPERATURE CONTROL: THE UNIT CONTROL PANEL SHALL UTILIZE THE UNIT
ECONIMIZER, AND DX COIL TO MAINTAIN SPACE TEMPERATURE, INITIALLY 75 FOR
COOLING AND 72 FOR HEATING. AN ALARM SHALL BE GENERATED WHENEVER
TEMPERATURE RISES 5F ABOVE SETPOINT.
RECEIVED
OCT 13 2010
PERMIT CENTEF
1
kb,
HP -1: SEQUENCE OF OPERATION
M9.1 l SCALE: NO SCALE
U
U
MECHANICAL DETAILS
N
REVISIONS
Ps N
c`, 4 6.
co cci
442
us us -
N N •
++ 4-
0
0
I--
Z
w
2
w
U
0
w
1—
Z
w
2
0_
w
U
2
N
TECTURE
x
u
cc
NAC NO
HEI NO
DRAWN
CHECKED
DATE
121 -10017
10113
JMR
RKE
9 -10 -2010
9.1
10