HomeMy WebLinkAboutPermit M10-127 - MUSEUM OF FLIGHT - SPACE SHUTTLE GALLERYMUSEUM OF FLIGHT
SPACE SHUITLE GALLERY
9305 EAST MARGINAL
WY S
M10 -127
Parcel No.:
Address:
City olkukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspectio n Request Line: 206- 431 -2451
Web site: http: //www.ci.tukwila.wa.us
MECHANICAL PERMIT
5624201034
9305 EAST MARGINAL WY S TUKW
Project Name: MUSEUM OF FLIGHT SPACE SHUTTLE GALLERY
Permit Number: M10 -127
Issue Date: 11/09/2010
Permit Expires On: 05/08/2011
Owner:
Name: KING CO MUSEUM OF FLIGHT
Address: 9404 E MARGINAL WAY S , SEATTLE WA 98108
Contact Person:
Name:
Address:
Email:
MICHAEL HARSHMAN
11611 49 PL W , MUKILTEO WA 98275
MHASHMAN@UMCI. C OM
Contractor:
Name: UNIV MECHANCL CONTRS INC
Address: 11611 49TH PL W , MUKILTEO WA 98275 -4255
Contractor License No: UNIVMC *343N9
Phone: 206 368 -6971
Phone: 206 - 364 -9900
Expiration Date: 10/03/2012
DESCRIPTION OF WORK:
INSTALLATION OF 4 -TON SPLIT SYSTEM HOOD HEAT PUMP SYSTEM AND 50 -TON PACKAGED DX
ROOFTOP SYSTEM
Value of Mechanical: 280,241.00
Type of Fire Protection: SPRINKLERS /AFA
Permit Center Authorized Signature:
I hereby certify that I have read and
governing this work will be complie
Fees Collected: $3,123.56
International Mechanical Code Edition: 2009
Date: �� ILO
ned this permit and know the same to be true and correct. All provisions of law and ordinances
whether specified herein or not.
The granting of this permit does not p
construction or the performance of work.
Signature: //
Print Name: v 1.12t�t, F"�IVSOI`-3
e to give authority to violate or cancel the provisions of any other state or local laws regulating
I am authorized to sign and obtain this mechanical permit.
Date: 11 /47 ' /a
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 -127 Printed: 11 -09 -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.: 5624201034
Address:
Suite No:
Tenant:
PERMIT CONDITIONS
9305 EAST MARGINAL WY S TUKW
MUSEUM OF FLIGHT SPACE SHUTTLE GALLERY
Permit Number:
Status:
Applied Date:
Issue Date:
M10 -127
ISSUED
09/21/2010
11/09/2010
1: ** *FIRE DEPARTMENT CONDITIONS * **
2: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
3: H.V.A.C. units rated at greater than 2,000 cfm require auto - shutdown devices. These devices shall be separately zoned
in the alarm panel and local U.L. central station supervision is required. (City Ordinance #2051)
4: H.V.A.C. systems supplying air in excess of 2,000 cubic feet per minute to enclosed spaces within buildings shall be
equipped with an automatic shutoff. Automatic shutoff shall be accomplished by interrupting the power source of the
air- moving equipment upon detection of smoke in the main return-air duct served by such equipment. Smoke detectors
shall be labeled by an approved agency for air -duct installation and shall be installed in accordance with the
manufacturer's installation instructions. (IMC 606.1, 606.2.1)
5: Remote indicator lights are required on all above ceiling smoke detectors. (City Ordinance #2051)
6: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2051)
7: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2051)
8: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire
Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2051) (IFC
104.2)
9: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
10: All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NFPA 70)
11: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
12: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
13: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
14: ** *BUILDING DEPARTMENT CONDITIONS * **
15: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
16: 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.
doc: Cond -10/06
M10-127 Printed: 11 -09 -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
17: Readily accessible access to roof mounted equipment is required.
18: 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.
19: Ventilation is required for all new rooms and spaces of new or existing buildings and shall be in conformance with the
International Building Code and the Washington State Ventilation and Indoor Air Quality Code.
20: 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).
21: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
22: 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.
* *continued on next page **
doc: Cond -10/06
M10-127 Printed: 11 -09 -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: htqx/Iwww.ci.tulcwila.wa.us
I hereby certify that I have read these conditions and will comply with them as outlined. 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 provision of any other work or local laws regulating
construction or the performance of work.
Date: 1 / l /I C)
doc: Cond -10/06
M10 -127 Printed: 11 -09 -2010
oik
CITY OF TUKW at
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http: //www. ci. tkwila. wa. us
Mechanical Permit
Project No.
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 EOCATIO
Site Address: R . , , v , 7 1 f 2 - 5 A i Ensyty c i way
Tenant Name: Oita 5el i rrt o r . ri).8h7
Property Owners Name: i l u S e u m o f f /r - f
King Co Assessor's Tax No.: at ei.. 414) 'it)'
Suite Number: "-- Floor:
New Tenant: ❑ Yes
❑..No
Mailing Address: 9 L1 011 EaS-r MA rc�tr%A I Wii-y 3.
Name: 1r A Y3 \i y
Mailing Address: 11 Oil q 9l Pi, W.
E -Mail Address: m 5), tAmeicon-
Sat 'e
City
Day Telephone:
VY1 u k4 hleo
City
Fax Number:
Company Name: Uri it/ ersr fy Nee A4 ; -t4 i CU✓t+r4c 119,3 he .
Mailing Address: 11(o 11 If ei -1-1'` p _. iv, rii u le, 11e a
City
Day Telephone:
Contact Person:
111tcl,teI IFars�►n4
E -Mail Address: m 1, ay-014,14 vi
Contractor Registration Number:
Company Name:
Mailing Address:
cig
State Zip
2o(o- 368 -(097/
(,u t+ 9k2 7
State Zip
20(0- 3105 -- 15TO
G<Jli- 9 ?27 S
State Zip
2—--(?7 /
Fax Number: 20 (o ---3 tv 5 — L SK*d
Expiration Date:
526 4rcA, -/ re. ParIvei- hip
110 (Antoe, ScAll-fe
,�y� City
Contact Person: /141-1,4e. / ki s 5'27 e Y Day Telephone:
E-Mail Address: n m .e s s m e r 6, 5 r c a r 1-me rS i'l', p. Con. - Fax Number:
State Zip
Za( 573 --- X95
ENG�ER OF RECOI
be stamped by engineer a
Company Name:
Mailing Address:
Contact Person:
E -Mail Address:
anivers�
11(Q11 11* PL. W,
//'ecLh,ca/ Cov,+rric yr
Di-v Ina /on.e
eln-N4 IOrt.e @ Lcrrt.C/. con,
H:\Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doe
Revised: 7 -2010
bh
muk,lEev Gtlfr i ?s
City State Zip
Day Telephone: 20 (o -- 3b`f —1,100
Fax Number:
Page 1 of2
nitw 6c.W&
• •
Valuation of project (contractor's bid price): $ 24613 251 /_ 1
Scope of work (please provide detailed information): Ck > �h s,i1-1- Sys oon, N ' Atli? Sysk
SO r PAC kti y.�S 1)X r00 � S-ysierk,
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 a h an dling unit
air >10,000 cfm
I
fire damper
0 -3 hp /100,000 btu
furnace >100k btu
I
evaporator cooler
diffuser
1
3-15 hp /500,000 btu
floor furnace
ventilation fan connected
to single duct
thermostat
1
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
other mechanical
equipment
air handling unit <10,000
cfin
I
incinerator — comm/ind
E`RINI'I APPI:ICATiOiV 1vf1 ES
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 OWNS O AUT O 7ZEDAGENT:
Signature: Date: 7: 9/ .2O/ d
�� Ck i a�3hylcf� Print Name:
Mailing Address: // (D // Yyfti Pz W
IDate Application Accepted:
Day Telephone: 2 —3.6g-6,97/
/Nu k, Ile° (,v/i_ 9527.-
City State Zip
Date Application Expires:
_it
HAApplications\Forms- Applications On Line \2010 Applications \7 -2010 - Mechanical Permit Application.doc •
Revised: 7 -2010
bh
Staff Initials: r./
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.TukwilaWA.gov
RECEIPT
Parcel No.: 5624201034
Address: 9305 EAST MARGINAL WY S TUKW
Suite No:
Applicant: MUSEUM OF FLIGHT SPACE SHUTTLE GALLERY
Permit Number:
Status:
Applied Date:
Issue Date:
M10 -127
ISSUED
09/21/2010
11/09/2010
Receipt No.: R11 -01594
Initials: WER
User ID: 1655
Payment Amount: $378.00
Payment Date: 07/27/2011 03:04 PM
Balance: $0.00
Payee: SELLEN CONSTRUCTION
TRANSACTION LIST:
Type Method
Descriptio Amount
Payment Check
Authorization No.
ACCOUNT ITEM LIST:
Description
331776 378.00
Account Code
Current Pmts
BUILDING - NONRES
000.322.100
Total: $378.00
378.00
doc: Receipt -06
Printed: 07 -27 -2011
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
RECEIPT
Parcel No.: 5624201034 Permit Number: M10 -127
Address: 9305 EAST MARGINAL WY S TUKW Status: APPROVED
Suite No: Applied Date: 09/21/2010
Applicant: MUSEUM OF FLIGHT SPACE SHUTTLE GALLERY Issue Date:
Receipt No.: R10 -02256
Initials:
User ID:
JEM
1165
Payment Amount: $2,498.85
Payment Date: 11/09/2010 09:26 AM
Balance: $0.00
Payee: UNIVERSITY MECHANICAL CONTRACTORS, INC.
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 282884 2,498.85
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
MECHANICAL - NONRES
000.322.102.00.00 2,498.85
Total: $2,498.85
doc: Receiot -06 Printed: 11 -09 -2010
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 : /hvww. ci. tukwila. wa. us
SET RECEIPT
RECEIPT NO: R10 -01872
Initials: JEM
Payment Date: 09/21/2010
User ID: 1165 Total Payment: 1,551.23
Payee: LESTER W BOUCK
SET ID: S000001422 SET NAME: Tmp set/Initialized Activities
SET TRANSACTIONS:
Set Member
M10 -127
M10 -128
PG10 -131
PG10 -132
TOTAL:
Amount
624.71
729.11
49.88
147.53
624.71
TRANSACTION LIST:
Type Method Description Amount
Payment Credit C MC 1,551.23
TOTAL: 1,551.23
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
PLAN CHECK - NONRES
000.345.830 1,551.23
TOTAL: 1,551.23
INSPECTION RECORD
ell IO -12-7
V Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 ig. (206) 431 -367\
Permit Inspection Request Line (206) 431 -2451
Project:
0E— r`u( -rf
Type of Inspection:
Sdv\oa.E r)t race sib
t,tSF21W\
Address:
9 305 e- wA est-44 :t..3 A _
Date Called:
Special Instructions:
Date Wanted:
7 — ZS_ 11
�a rtir
m.
Requester:
Phone No:
ADC.- s1 /— 333"
isikpproved per applicable codes. Ei Corrections required prior to approval.
COMMENTS:
CIYGotove cAp.1/44 - Aw ° s1
?art":-V alalwe {e
f
Date:
Z8 —t/
NSPECTION FEE REQIRED. Prior to ri�ext inspection. fee must be
d at 6300 Southcenter lvd.. Suite 100. Call to schedule reinspection.
INSPECTION: RECORD',
INSPECTIO N0: :Retain �a� copy viith,permlt.,PERnn1T;>uQr
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 . (206) 431 -3670.
Permit Inspection Request Line (206) 431 -2451
Project:
0Y111Stt" Q`r C=tCa+ '
Type 9f Inspection:
,�Ait4 -L.._ A&
.
Address:
3o5fi.A44.r6.A
Date Called:
Special Instructions:
Date Wanted:
'7-
2=1 �t ~ [(
P.m.
Requester:
Phone No:
•--- -,
3 Q - (Q Wder
Approved per applicable codes.
`® Corrections required prior to approval:
COMMENTS:
.4.
1 S+ivio(Z E S t{ 211
a. 171 re 1- ;,JaE/
•
t
INSPECTION FEE R r UIRED. rior to next inspection.: fee r'> uskber ..:
id at 6300 Southcente Blvd., Suite 100. Call to schedule reinSpg tjo'n '
4-i
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERyIT_NO.
CITY OF TUKWILA BUILDING DIVISION l2-•
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Project:
T- L E
Shu 1• f l.2
Type of Inspection:
17-00691/‘ i t Co UPI'
Address:
9 -2,6 5
11 &t--3 toy
Date Called:
Special Instructions:
Date Wanted:
�1.d. 0/J
I-0.
a.m.
Pill-
Requester:
Phone No:
So
92 I q.
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
rev A11..04040
.3) bake.*
Ito • ecta :
1,MAA5 k--LA�
Date:
_7 �a ,1
0 REINSPECTION FEE REIUIRED. rior to inspection, fee must be
at 6300 Southcenter Blvd., Suite 19 . Call to schedule reinspection.
Recet:t No.: (Date:
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. - PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
(206) 431 -3670 .
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431 -2451
Project:
5 ? ittL. s(-/t f"(&,,
Type of Inspection:
R. eS4 . cr• r ®,✓ •
Address:
36 5 F . 4
,
6- n4 L._
Date Called:
Special Instructions:
Date Wanted: c {/ a.ni:
d r
Requester:
Phone No:
7.1000— -Si/ ( •• 2 (0'7S_._
pproved per applicable codes. Corrections required prior to approval:
COMMENTS:
•
,
•
.. -� - • •
•
1
INSPE
INSPECTION RECORD
Ivo) Retain a copy with permit M10-11
PERMIT N0.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila. WA 98188 12_ (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451
49
Project: ` , -_Type
1' `EN•S4�u.....,... cft- 1s�V�c'�
f Inspection:
4\v \- '11V
Address: v
Cl 3 OS E WI A R-C. 1 %Nol
Date Called:
Special Instructions:
Date Wanted:
_ 2 (2;> _. l k
� ,„.:
p.m-
Requester:
Phone No:
..O6o -736 -co8i Lj
❑ Approved per applicable codes.
aCorrections required prior to approval.
COMMENTS: A
A(1 mac? „1/4.6,re de,‹ k - �•.
triAJ'ec-c
Inspe t.r: Date: .
i
SPECTION FEE REQU ED. Prior to next inspection, fee must be p J p id at 6300 Southcenter B4 d.. Suite 100. Call to schedule reinspection.
•
` -. ": :.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION A
(206) 431 -3670
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431 -2451
Project:
/YI7/SE7ist-7 ifli i /C ?/T
Type of Inspection:
.l� ? /14%�nLSr /L
Address:
g305- ,n f'e"N"L
Date Called:
coy 5
.
Special Instructions:
Date Wanted:
..' -• /G - //
ia-ay
�p rr�
Requester:
Phone No:
Qo4- . ?c/- ?/c L/
nApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
6 e TD _1-4,/< ?ii R
In�tor:
REJ
p$id
Date:
L4`"1s ! �-� — /I,— 1) •
CTION FEE REQUIRE DI Prior to n xt inspection. fee must be••.•
6300 Southcenter Blvd.. Suite 100. Call to schedule-reinspection. •
'..
. .
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
1)110-• 12.7
Pitect: k-r__
--
11(17 /SA I/14,N 9 - 09
Type of Inspection:
TSP. it/46o GRiAi&O
Address:
9 3&S € . tm ow 40...oti,
Date Called:
Special Instructions:
Date Wanted:
•
(
1
a.m.
p.m.
Requester:
Phone No:
Approved per applicable codes. LJ Corrections required prior to approval. e'
COMMENTS:
I. •
;Zi 04 torr -044, c(IN. atts-+
AWAAA,
R N PECTION FEE REQUIRED. rior t next inspection. fee must be
pa -t 6300 Southcenter Blvd.. Stiite 10 . Call to schedule reinspection.
Date*
:,
INSPECTION RECORD-
INSPECT Retain a copy with permit _' Z
ON NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 14' •
(206) 431 -3670
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 431 -2451
Ptio }e�s�
Alit t
Type of Inspection:
Add�'rjess: _
l�
/ `/A
Date to Called:
Special Instructions:
Date -15-I( ( a.m.
P.m.
Requester:
Phone oo�
�iV -5 7 { -33-3 7
Approved per applicable codes. E Corrections required prior to approval. *.***•
COMMENTS: A •
n REI ECTION FEE REQUIRED. • for to ne t inspection. fee m st be
pai• - 6300 Southcenter Blvd.. Suit- 100. C -lt to schedule reinspection.
INSPECTION NO.
,INSPECTION RECORD
reVn laNedgra $MAit
PERMIT NO
CITY OF TUnotimkgigd LIN NG Divi5
6300 Southcenter Blvd., #100:1111ZINTIO WA 981 n 16,Nw 0431-3670'a
Permit Inspection Request Line (206) 431-2451
Projw:
V h,t411vvs. d4"4:1;ckr
Type of nsbec "
m
:
4.
Address:
Ct 1 OS E MAD 40J ftt,
Date Called:
Special Instructions:
• .
• .
Date Wanted:.
. a. .
Requester:
Phone No:
• LijAp.proved per applicable codes.
ISDCorrections•required prior to apprOval:- •
d 4
COMMENTS: .
';_-) twaght..5 „....iL ctlte-I et 4 w‘ever 69 —
,
v\re r A. I 1, 1 wet al-cerr (st.,..) 4
t.0 iAe.....1 NikfilikZip.e$
...
. , .....
..-
..
....... C's, .
nspe to
Date:
_ _ _
INSPECTION FEE IEQUIRED. Prio to next inspection, fee must be
id at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection.
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
n1/6
IV.
Project:
In ?4.56Z n O �LI6f1T
Type of Inspection:
iinieti -1. ./
— p.v4/ 0 K zc&o de Pc OFsi6.J
Address:
9,765 F_ in A P6/A.Pit
DateIled:
Special Instructions:
Date Wanted: `
a.m.
Requester:
Phone t 3ci : 22195
Approved per applicable codes. D Corrections required prior to approval.
COMMENTS: p A
.19 1 241(41 rivivil .see-b:2Ai d , Fd P
— p.v4/ 0 K zc&o de Pc OFsi6.J
I
pte
Date:
y 3 -//
j SPECTL'Q, :
id 6300 Southcenter ION FEE R Blvd.UIRED. . Suite Pir 100. to Call next to inspection schedule reinspection. feemust be
at
INSPECTION NUMBER
INSIEION RECORD
Retain a copy with permit
PERMIT NUMBERS
�t
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 -575 -4407.
Project:
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.1t..L (7�1.\ c r2
Type of Inspection: •
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Address:
Suite #: >\X
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Contact Person:
Special Instructions:
Occupancy Type:
Phone No.:
RNApproved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector:
s
'1M
5,
Date: '7
1'
411
Hrs.:
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection. •
Billing Address
Attn:
1 Company Name:
Address:
City:
1 State: 1 Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
1
PERMIT NUMBERS
CITY OF TUKVVILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206- 575 -4407
Project: }�
1 ? l V v\---, .41 u.. G aT,,Q.r9
Type of Inspection:
�1 P.' \ ' v- rl
Address:
Suite #: 93c5 `E, ,W ∎,S,
Contact Person:
Special Instructions:
Pre -Fire:
. Phone No.:
Approved per applicable codes.
RCorrections required prior to approval.
COMMENTS: --.
Sprinklers:
.=.n
f 1-f -e,,,,bl j
s titi - ' ,.Sw-'rV's orN D 0 C_!
Pre -Fire:
Permits:
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71:3/15\70,\\ A ,. c elf -i- 7 , G , o1n .. . \ N , 9- F , 0 , C .
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Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:.
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
Inspector: c s t
Date: 7 ( Z-S\ 11
Hrs.:
a�
$100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
ti the City of Tukwila Finance Department. Call to schedule; a reinspectidn.
Billing Address
Attn:
Company Name:
Address:
City:
1 State: 1 Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
r
SUBMITTAL FOR:
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 0 3 2010
City ofTukwila
BUILDING DIVISION
R -5 UNDERSLAB DUCT
' xt +:.ti?"}'r'�'"- y.�4:+a;,w.cM�a'` _ •. w+ y..; t._ �P'- a.+ i.+w..�*,.n._1....w:,::w,.. -ra' _7_ hw:,.;..a- .....P
KIRK NELSON:
GRETCHEN CHAMPAINE:
CJ STOCK:
AARON MOLINA:
KIM WRIGHT:
President kirkn(spunstrand.com
Regional Sales Mgr. gretchencaspunstrand.com
Sales Engineer charles(c�spunstrand.com
Inside Sales aaronm(c�spunstrand.com
Marketing Asst. /C orp. Secretary kimw(a)_spunstrand.com
CORRECTION
M10 -12.7
RECEIVED
OCT 22 2010
PERMIT CENTER
Sp
erfan duet that wags
620 North Post Street • Post Falls, ID 83854 • 208.777.7444 ph 208.777.7445 fax • www.spunstrand.com
2 of 18
SUBMITTAL FOR R -5 UNDERSLAB DUCT
Part 2 - Products
2.01 GENERAL
A. Underground ductwork, including fittings, shall be constructed of fiberglass reinforced plastic
manufactured by Spunstrand® Inc., 620 North Post Street, Post Falls, ID 83854.
208.777.7444 ph, 208.777.7445 fax. All dud and fittings shall be designed and constructed
to meet the applicable requirements of Uniform Mechanical Code, Chapter 6 and be listed
with ICC -ES for direct burial application. All ductwork and fittings shall include labels
certifying this and shall be installed in strict accordance with the manufacturer's instructions.
2.02 MATERIALS
A. Resin - The resin used shall be high grade polyester, tested to meet the requirements of
Uniform Mechanical Code, Chapter 6 and suitable for corrosion against all normal soil and
moisture conditions.
B. Inner Lining - All duct and fittings shall have a UL listed Class 1 inner liner for both flame
spread and smoke developed ratings.
C. Structural Layer - The structural layer shall be filament wound of resin and glass to meet the
specified working pressures and depth of burial requirements.
2.03 ACCESSORIES
A. Fittings - Fittings shall be fabricated from straight dud and have the same working pressure
and shall also be corrosion and moisture resistant. Reducers shall be filament wound as
specified for the duct.
B. Joints - Field joints are to be watertight by using an internal galvanized sheet metal sleeve
secured with sheet metal screws. The joints shall then be of the wet lay -up type in strict
accordance with the manufacturer's instructions. This includes thoroughly cleaning and
sanding areas to be joined and using manufacturer supplied polyester resin and fiberglass
mat.
C. Register Boots - Register boots, if constructed of galvanized sheet metal with a flange
secured to the duct with sheet metal screws, must be encased in concrete covering well
around the joint.
Preferred Option: Underground supply and / or return air plenums shall be made of the
same material as the duct. They shall be of one -piece construction induding the stub outs
for connecting to the ductwork.
2.04 INSULATION
A. Underground ductwork shall be factory pre - insulated including all fttings. The duct shall be
ICC -ES listed and installed in strict accordance with the manufacturer's instructions. The
insulation value ofthe duct shall be minimum R -5.3.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
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INSTALLATION INSTRUCTIONS FOR UNDERSLAB AIR DUCT
Part 3 - INSTALLATION
3.01 GENERAL
A. Spunstrand® Inc. duct is a semi -rigid reinforced thermosetting resin product designed to
deflect approximately 5% under external load without structural damage. The performance
of the duct is affected by the amount of strain introduced into the duct wall from internal
pressure, external loads and the resulting deflection of the duct with respect to its wall
thickness.
B. It is important to recognize the need for care in handling the duct during the installation
process and to properly provide uniform support for the dud by carefully placing the backfill
material under and around the dud. Large diameter duct will usually require internal
support during the backfilling process and until all external soil Toads have stabilized.
When installed underground, the load of the soil above the ducttends to flatten the duct and
make it wider. As the duct tries to widen, the walls push into the soil at the sides developing
a resistance that helps support the vertical load. The higher the soil resistance the Tess
the duct will deflect. Proper installation techniques are necessary to prevent excessive
deflections and potential duct buckling.
3.02 TRENCH CONSTRUCTION
A. The surface at the bottom of the trench should be continuous, smooth, and free of rocks to
avoid point loading on the dud. Where this cannot be accomplished the trench bottom
should be over excavated to allow a minimum of 4 inches of bedding material under the
duct.
B. Trench width should not be greaterthan necessary to provide adequate roomfor joining the
duct in the trench and for compacting the badkfill in the bedding zone and at the sides of the
duct. The minimum distance between the dud and the trench is four (4) inches; maximum
recommended trench width is twice the diameter of the duct.
3.03 JOINING THE DUCT
A. Because of its relatively low weight perfoot, Spunstrand® Inc. duct can be joined before
lowering into the trench thus minimizing the number of in- trench joints required during
installation. Field joints require an internal galvanizad sheet metal sleeve furnished by
installing contractor. Field joints to be of the wet lay -up type in strict accordance with the
manufacturer's instructions. This includes thoroughly cleaning and sanding areas to be
joined. (See Drawing No. 1. on page 4.)
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
UNDERSLAB AIR DUCT JOINTS
DRAWING N0.1
STEP 1
STEP 2
STEP 3
WET LAY -UP JOINT
SEE INSTRUCTION
3.04 INSTALLATION
4 of 18
A. Installation shall be in strict accordance with the manufacturer's instructions including but not
limited to the following: duct to be installed in a trench with provision for good drainage and
an allowance for a minimum of 4" pea gravel or dry silica sand to completely encase the .
duct. The top of the duct shall be at least 2 1/2" below the top of the concrete slab.
B. Store and handle the duct so as to prevent damage. Carefully inspect each length before
installation. If long sections are to be assembled alongside the trench then lowered into
position, the duct run should be supported along its length to avoid strain and potential
overstress or buckling of the duct or damage to the joints. Lay the duct in the trench so that
it bears evenly on the bedding or bottom of the trench throughout its entire length. Arrows
on the duct clearly mark the direction of airflow. A minimum thickness of 2'/2" of concrete is
recommended where duct protrudes through the concrete. The maximum depth of burial for
standard Spunstrand® Inc. underslab air duct allows for 5 feet of backfill cover. Deeper
burial is possible; however, your Spunstrand® Inc. representative must be contacted for
special recommendations that may be required. If the duct is not underslab it should be
below the frost line. If the duct must pass directly under a Toad / weight bearing wall or
under a road, reinforcement over the duct may be required. Again, please contact your
Spunstrand® Inc. representative for specific requirements if your application meets these
referenced, or any other custom considerations.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
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4.01 LIMITATIONS
Spunstrand® Inc. underslab duct is rated and code approved for the following:
Temperature = 250° Continuous
Pressure = 10" W.G. Positive, 4.8" W.G. Negative
Air Velocity = 2,500 FPM
Installation must be in accordance with the published installation instructions.
Spunstrand® Inc. must approve any deviation.
4.02 CODE LISTINGS
Code listing for Spunstrand® Inc. Underslab Air Duct includes the International Code
Council Evaluation Service (ICC -ES) legacy report 2488. Code listing is based on the
1997 ICBO Uniform Mechanical Code as well as the 2003 International Mechanical
Code. Review of the 2006 Uniform Mechanical Code shows continued compliance with
the updated code.
These code listings are based on compliance with Chapter 6 of the Uniform Mechanical
Code (U.M.C.) which is based on applicable portions of Underwriters Laboratory (U.L.)
Standard No. 181 -96 and include the following: fire hazard classification, flame
penetration, burning, corrosion, mold growth, humidity, temperature, puncture, static
Toad, impact, erosion, pressure, collapse and leakage. Spunstrand® Inc. commercial
duct is City of Los Angeles, CA approved - PC -Mech RR8461.
In addition to the above tests, code listings also require an ongoing independent Quality
Assurance and Quality Control program which for Spunstrand® Inc. Underslab Air Duct
is performed by Radco, Inc.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
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DIRECT BURIAL UNDERSLAB DUCT
Standard Installation Defined
Spunstrand® Inc.FSK and R -5 underslab duct products are versatile in many ways, and can
accommodate a variety of field conditions with appropriate engineering and design. This
document is intended to provide a snapshot of a standard installation, and pbsite conditions
that require a factory or engineering review prior to installation. If Spunstrand® Inc. duct is
installed with materials or methods outside of the parameters of a standard installation without
factory approval, the factory warranty will be null and void. This document applies to both our
insulated and non - insulated underslab round ductwork.
Spunstrand® Inc. is designed to be direct buried underneath a concrete slab. The duct is not
considered structural, and the concrete slab must be designed to span the width of the duct
trench if the slab is expected to bear significant loads, otherwise the slab may crack.
The standard depth of burial allows for up to 5 feet of cover over the top of the duct. As our
installation instructions state, fill material should be carefully dispersed into the trench around
the duct, and dumping full loads of sand or gravel directly onto the duct may result in damage or
collapse.
A normal trench will accommodate one run of duct. If two runs of duct are going to occupy the
same - trench area, or if duct runs will cross over each other, the manufacturer must be notified,
and special instructions will be provided if necessary. Trenches should have vertical sidewalls
of engineered soil to provide support for the backfill material and stabilizing the duct. In some
cases, this is not possible, and the manufacturer should be notified. Special instructions will be
provided if necessary.
Approved Backfill Material
Approved backfill materials are pea gravel or dry silica sand. These materials will achieve 95%
compaction without the use of mechanical compaction. Rodding and hand tamping are the only
approved compaction methods over the top of the duct.
Spunstrand® Inc. duct is designed to handle hydrostatic loading if all of the above criteria are
met. If ground water or high water table may occur in the area the duct is installed, wet joint
material must be used as the joining system. Hydrostatic pressure could cause some
movement of the duct and use of this joining method will help ensure a rigid system that can
withstand these forces. Other non -rigid sealing systems may be water - tight, but could tear ifthe
duct were to move. It is also recommended that the duct be anchored to the slab if the
possibility of soil erosion exists. If soil erosion occurs and the duct or the slab is damaged, this
is outside the scope of our warranty. Provisions should be made by the engineer or contactor to
keep a water table from threatening the building, slab, and ductwork.
Concrete Encasement
Concrete encasement is not a standard method of installation, but can be accommodated with
special provisions. If concrete encasement is being considered, it must be done in two to three
lifts depending on diameter and trench conditions, with provisions to prevent floating. Please
contact the manufacturer for specific instruction on how to do this without damaging the dud.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
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Rectangular Plenums, Register Boots and Transitions
Rectangular ducts, plenums, register boots and transitions are often provided as part of a
system. These items are not approved for direct burial unless special design considerations
have been made to withstand the loading. Spunstrand® Inc. assumes these items will all be
concrete encased and properly braced during pouring to withstand the loads imposed. If
clarification is needed, please consult Spunstrand® Inc.
No trucks or equipment may pass over the buried duct without steel plates to bridge the trench
area. Equipment driving over the duct may cause cracks or potentially collapse the duct, and
will result in a voided warranty. Any installation variations that are not approved by
Spunstrand® Inc. will result in a voided warranty for the duct system. Not all installation
considerations can be covered in this document, if there are any questions or concems about
the installation, please contact Spunstrand® Inc. for verification.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
8 of 18
FIELD WET JOINT INSTALLATION INSTRUCTIONS FOR
UNDERSLAB AIR DUCT
Tools and Supplies
The following items are required to be on hand before attempting the field assembly of duct
joints: metal or plastic lamination roller, rubber gloves, paint brushes, measuring container and
plastic pails for mixing resin and catalyst, goggles or other protective eyewear, utility knife or
scissors, disc sander with 24 -grit abrasive discs, and acetone for use as a solvent for equipment
clean up.
Precautions
Although polyester resins are quite stable, extended storage at elevated temperatures above 80
deg. F can decrease the reactivity of the resin. Be sure and read the MSDS sheets included in
your starter kit. Temperature extremes must be avoided to ensure proper curing of the resin.
See table 1 for mixing ratios at varying temperatures. Work must be done in a dry, well -
ventilated area. A wide flat surface should be available to "wet -out" the glass mat strips. This
surface should be covered with a disposable covering. Anyone coming into contact with resin or
catalyst must wear rubber gloves and protective eyewear.
Joining Procedures
Cut the duct to the desired length using a circular saw with carbide grit, metal cutting or
masonry blade, making sure that the cut ends are cut squarely to butt closely as per the
tolerances specified in S.M.A.C.N.A. Std. 7.26.3.
Using a disc sander with 24 -grit disc, abrade the ends of the duct to be joined removing the
resin rich surface. The width of abraded surface for each duct end is 1 to 2 inches more than
half the width of the mat that will be used to join the duct. The width & number of layers of stitch
mat used shall be in accordance with Spunstrand® Inc. Standard Specifications, located in the
Physical Data chart on page 12 of this section.
Join the duct and / or fittings with a sheet metal sleeve as shown in drawing no. 1 on page 4 in
the installation instructions. NOTE: the sleeve should not be pre - formed as the duct I.D. can
vary slightly. Insert one half of the sleeve into one end of the duct and secure it with sheet
metal screws. Slide the other end of the duct or fitting over the remaining part of the sleeve and
attach it with sheet metal screws. The recommended sheet metal sleeve is:
Duct Diameter 4" - 12" = 26 Gauge, 4" Wide
Duct Diameter 14" - 24" = 24 Gauge, 4" Wide
Duct Diameter 26" - 72" = 22 Gauge, 6" Wide
Spunstrand® Inc. Specification - .11/1/09 Version: 1.1
9 of 18
Cut the composite glass mat to length using number of plies and widths as indicated. Each mat
length should be 3.2 times the normal duct diameter plus 2 ". This will allow for a slight overlap.
Where two layers of mat are used, stagger the two layers so that the overall width of the joint is
about 1/2" to 1" wider than the mat layers used. On larger diameters where the length of
stitchmat is impractical to work with, it can be cut in half or thirds (adding extra for overlap) and
then laid up in sequence. (Refer to Physical Data chart on page 12).
Mix resin with catalyst in a disposable plastic container using only as much as you can work
with in 15 to 20 minutes.
Lay -Up Procedures
On a flat surface covered with release film (such as Mylar®), lay the first and widest section of
fiberglass mat, chop strand side down and wet out with catalyzed resin mix, (see fig's 1 & 2 on
page 10) Work the resin up through the dry fiberglass mat to minimize air entrapment. Once
completed, turn the mat over and coat the chopped strand side. Place the second mat for the
joint onto the coated mat with the woven side down and wet it out also.
Begin the lay -up of the joint wrap by placing the chop strand side of the mat down against the
duct. Use a 3" to 4" wide brush and laminating roller to work the resin in. Continue working the
joint by rolling the resin from the center of the joint to the outer edges. Use moderate force with
the roller to expel trapped air out of the laminate. Be careful not to remove too much resin.
Each layer of fiberglass should overlap the ply beneath it (1/2 to 1in.) and bond directly to the
duct in order to achieve secondary bonding. Note: if the joint looks dry, use additional mixed
catalyzed resin during rolling. Place the rollers and paint brushes in acetone after each use,
swirl them around to ensure the resin is dissolved.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
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LAY -UPON
RELEASE FILM
EQUAL OVERLAP
rON EACH SIDE
1-112 oz/ft2 (450 g /m2) CHOPPED STRAND MAT 41„„4" to 6" (75 to 100mm)
WIDTH FIRST PLY
1" (25.4mm) OVERLAP
SIDES AND ENDS
PREPARATION OF MAT AND WOVEN ROVING LAYERS
FIGURE 1
FIGURE 2
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
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Note
All acetone must be collect in a DOT Approved metal container at the end of each day. After
the job is completed, the collected solvent should be disposed of through a licensed hazardous
waste treatment storage and disposal facility.
Saddle Taps
FRP saddle taps are attached using the same wet joint procedure as described above. First cut
a hole in the duct where the saddle tap is to be attached. The hole should be slightly smaller
than the saddle tap opening. Use a carbide chip or a metal cutting blade on a jigsaw, taking
care to remove the piece that is being cut out. Center the saddle tap as required and pop rivet
or screw attach each corner. Abrade the tap flange and 2" of the duct around the hole. Place a
6" wide section of mat that has been saturated with resin so it is centered half way on the flange
and the duct. Use brushes and laminating rollers to work out any air bubbles until mat is in total
contact with the flange and duct surfaces.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
PHYSICAL DATA FOR WET JOINT
12of18
SYSTEM
others.
Sheetmetal sleeve to be firnished by
NOMINAL DIAMTER -
INCHES
SHEET METAL SLEEVE
RECOMMENDED GUAGE / WIDTH
WET LAY -UP
JOINT WRAPS
4"
26 / 4"
6" Mat / 2 Layers
5" •
26 / 4"
6" Mat / 2 Layers
6"
26 / 4"
6" Mat / 2 Layers
7"
26 / 4"
6" Mat / 2 Layers
8"
26 / 4"
6" Mat / 2 Layers
9"
26 / 4"
6" Mat / 2 Layers
10"
26 / 4"
6" Mat / 2 Layers
12"
26 / 4"
6" Mat / 2 Layers
14"
24 / 4"
6" Mat / 2 Layers
16"
24 / 4"
6" Mat/ 2 Layers
18"
24 / 4"
6" Mat / 2 Layers
20"
24 / 4"
6" Mat / 2 Layers
22"
24 / 4"
6" Mat / 2 Layers
24"
24 / 4"
6" Mat / 2 Layers
26"
22 / 6"
6" Mat / 2 Layers
28"
22 / 6"
6" Mat / 2 Layers
30"
22 / 6"
6" & 8 "Mat 1 1 Layer Ea.
32"
22 / 6"
6" & 8 "Mat / 1 Layer Ea.
36"
22 / 6"
6" & 8 "Mat / 1 Layer Ea.
42"
22 / 6"
6" & 8 "Mat / 1 Layer Ea.
48"
22 / 6"
6 ", 8 "& 10 "Mat / 1 Layer Ea.
54"
22 / 6"
6 ", 8 "& 10 "Mat / 1 Layer Ea.
60"
22 / 6"
6 ", 8 "& 10 "Mat / 1 Layer Ea.
72"
22 / 6"
6 ", 8 "& 10 "Mat / 1 Layer Ea.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
13 of 18
TABLE 1: GUIDE TO MIXING RATIOS
RESIN CATALYST AMBIENT TEMPERATURE
NOT RECOMMENDED BELOW 50° F (10° C) WITHOUT AN EXTERNAL HEAT SOURCE
1 Pint (472 cc)
0.41 oz (12 cc)
50-60° F (10 -16° C)
1 Pint (472 cc)
0.32 oz (9.5 cc)
60-70° F (16 -21° C)
1 Pint (472 cc)
0.20 oz (6 cc)
70-80° F (21 -27° C)
1 Pint (472 cc)
0.19 oz (5.5 cc)
80-90° F (27 -32° C)
1 Pint (472 cc)
0.17 oz (5 cc)
90 +° F (32 +° C)
Mix resin thoroughly before adding catalyst into the mixing container.
The above catalyzation table will allow for a pot life of about 20 minutes.
WET JOINT MATERIAL
Jobsite Hazards and Precautions
While the materials provided to complete this project are all very stable and simple to use, there
are some precautions that must be taken to assure that hazardous conditions do not develop on
the jobsite. This information is all in the MSDS information provided, but this is for clarifications
of crucial parts of these data sheets. Always follow OSHA and jobsite regulations with joint lay -
up materials.
Please be sure to read all MSDS information for the chemicals being used and adhere to all
personal protective equipment recommendations and storage information.
Storage
Temperature: Resin should be stored in a cool to warm environment with a recommended
maximum temperature of 77 degrees. Excessive temperatures can cause the resin to harden
even without the addition of the catalyst. Catalyst must also be kept at a recommended
temperature below 77 degrees. Excessive temperature can cause hazardous conditions with
the catalyst including hazardous polymerization and combustion. When storing resin, MEKP
(catalyst), acetone or any chemicals indoors, make certain the lids or caps are on tight and no
spills Or fumes can be detected. Make certain that adequate ventilation is provided in occupied
space or any space that product is stored and could allow for a buildup of fumes due to Teaks or
spills.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
14 of 18
Material Usage and Cleanup
When the resin and catalyst are mixed together, the reaction is exothermic, meaning it will
create heat to help the curing process. When the material is mixed, the proper mixing ratios
should be followed. While the ratios must be considerably out of compliance in order to cause a
hazardous condition, it is a possibility. The more mass of mixed resin that is left in a container,
the more heat will be generated. An improper mixing ratio and a large mass of mixed resin left
in a container could create enough heat to cause a fire. Any amount of unused mixed resin
must be moved out of any enclosed structure and should be placed in an area where high
temperature cannot cause any other hazardous conditions. It must also be isolated from any
electrical exposure or other flammable materials or rags. Mark your buckets and measuring
devices to maintain consistent performance and a record of your mixing history.
Acetone is the only acceptable solvent for cleanup of resin - saturated brushes, rollers or other
necessary cleanup. Once the acetone has been used, it is classified as a hazardous material
and must be disposed of in accordance with the law. Acetone is extremely flammable, and
should always be stored in accordance with local and state regulations and used away from any
potential source of ignition. Note that fiberglass is a very hard plastic and while grinding
fiberglass does not produce a visible spark, sparks do occur. Make sure that all resin in
buckets, brushes, wax paper (release films) or rollers is completely cured prior to dumping into
jobsite waste dumpsters.
Moisture and water must be kept away from all materials during storage. If the fiberglass cloth
material becomes wet or moist, it will inhibit that material from absorbing resin. It will also inhibit
the cure of the resin, resulting in a potentially leaky joint. These materials must be kept
completely dry. If they do get wet, the time for this material to dry out enough to use is
extremely long. The material should be replaced if this occurs.
Boot Takeouts (Boot Registers)
Detail drawings on page 16 indicate the use of a sheet metal rectangular to round transition
mounted vertically in the slab floor. A connection is made by inserting the round portion of the
sheet metal register into the fiberglass elbow (45 or 90 depending on situaton). Use duct sealer
with a scrim reinforcement on the outside of the round portion of the transition where it inserts
into the mating Spunstrand® Inc. fiberglass fitting. Encase the sheet metal transition completely
in concrete, covering well around and below the joint to the fiberglass elbow. This is normally
done at the same time the slab is poured.
Field Duct Cutting
Spunstrand® Inc. underslab air duct is readily cut in the field with conventional tools, such as a
saber saw, band saw or circular saw. A metal cutting blade or reinforced abrasive wheel is
preferable. It is recommended that O.S.H.A. approved fine particle dust masks and / or other
protective gear is wom when cutting the duct.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
15 of 18
Backfilling
When backfilling and pouring the concrete slab, care shall be exercised to avoid shock loads.
Uniform backfilling is required to maintain the duct in a round configuration at all times. Pea
gravel or dry silica sand should be used as backfill under, around, and overthe duct. The
backfill around the dud should be placed in layers on each side of the duct. Take care to
compact the material under the haunches of the duct and bring the backfill up in roughly even
lifts to avoid uneven loading on the duct walls.
Mechanical compaction is not recommended due to the extreme care required to avoid damage
to the duct. Water settling of the backfill is unsatisfactory because floatation of the duct is the
usual result. Hand tamping is the recommended method. Pea gravel as dumped from a
wheelbarrow is approximately 85% compacted, with the addition of hand tamping or rodding,
pea gravel backfill compaction will approach 95 %.
Space parallel ducting systems sufficiently far apart to allow compaction equipment to compact
the soil between the ducts. Compact the soil between the ducts in the same manner as
recommended for a single duct with particular attention to the compaction around and under the
haunches of the ductwork.
Note: It is not recommended that an engineered fill be brought up around the duct due to the
potential for damage from the compaction equipment and potential for uneven loading which
could result in collapse. Rather, the engineered fill should be completed to the designed
elevation and then the desired trench dug and the duct installed per manufacturer's
recommendation.
Water Table Procedure
Where water is encountered within the trench zone it should be removed by suitable means and
the trench maintained in a reasonable dry condition until the duct has been installed and enough
backfill placed to prevent any floatation. The gradation of the backfill in the duct trench shall be
such that the fines from the surrounding soils will not migrate into the backfill and cause lack of
sidewall or foundation support. As an alternative the use of filtration fabric can be considered
for this purpose. In either case, the assistance of a soils engineer should be sought.
Heavy Equipment Procedure
Heavy equipment shall not be allowed to pass over the duct without proper bridging. Where
heavy floor Toads are anticipated, the floor slab should be reinforced over the duct area or a
crown of concrete poured over the duct in lieu of the backfill material. Where ducts are parallel
to a wall or foundation, it should be spaced to provide a minimum of 4" for the backfill material.
Where the duct must pass directly under a Toad bearing wall, reinforcement over the duct may
be required.
For large diameter duct (36" and over) movable internal support braces including lateral runners
are recommended during backfill. They are to be relocated as backfilling is continued and
removed upon completion. (See Drawing No. 5 on page 17).
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
16 of 18
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Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
16 of 18
17 of 18
MOVABLE INTERNAL SUPPORTS FOR
LARGE DIAMETER UNDERSLAB AIR DUCT
Drawing No. 5
CONCRETE FLOOR
2 1/2" MINIMUM
4" MINIMUM PEA GRAVEL
OR DRY SAND
CAUTION: Installations requiring variation from these instructions
should be approved by Spunstrand® Inc.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
18 of 18
PRODUCT INFORMATION CONCERNING SHIPPING and HANDLING
RECEIVING:
Regardless the mode of transportation, upon receiving, each piece should be inspected and checked
against the Packing Slip / Bill of Lading.
INSPECTION:
Note damaged or missing items on the Bill of Lading and notify the carrier's agent (truck driver). Obtain
a signed acknowledgement of the damage or shortage at the time of unloading. DO NOT dispose of or
return damaged items. Replacement materials must be re- ordered on a separate Purchase Order.
Shipments are FOB factory – Wallace, Idaho. Once materials are loaded and leave the Spunstrand® Inc.
factory, title of materials pass to the consignee – customer. If you do not note the damage and assist in
filing a freight claim, any warranty work or replacement parts will be charged to the customer.
UNLOADING:
Small parts may be unloaded by hand but not thrown off the truck. Handle parts carefully, being sure not
to scratch the interior surface or damage the ends.
—* DO NOT push or roll duct off the truck with a fork lift.
—4 DO NOT use hooks to lift duct.
—► DO NOT use wire rope or chains as a sling to lift large duct.
If slings are to be used, they must be a minimum of 4" wide webbed nylon or canvas. On 20 foot lengths
of large duct, two slings should be placed approximately 7 feet in from each end, and the Toad lifted
evenly. On 40 foot lengths, three slings placed at 10 foot intervals should be used.
STORAGE:
It is important that the resin and glass materials be stored out of the weather in a clean, dry location within
a maximum temperature of 77 °F. Cover all product (glass, duct) with a protective tarp. The glass
materials and product should be covered to protect them from rain and snow. Keep resin out of the sun
and store in an area where the temperature will not fall below 60 °F. Read the labels on all containers, the
labels contain information about health and safety considerations as well as storage.
Spunstrand® Inc. Specification - 11/1/09 Version: 1.1
2006 Washington State Nonresidential Energy Code Compliance Form
Envelope Summary
Climate Zone 1
ENV -SUM
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Project Info
Project Address 9404 East Marginal Way South
Glazing Area Calculation
Note: Below grade walls may be Included in the
Gross Exterior Wall Area if they are insulated to
the level required for opaque walls.
Date 9/14/2010
Seattle wA
Concrete/Masonry Option
0 yes Check here if using this option and if project meets all requirements for the Concrete /Masonry
Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying
Q no assembly below.
For Building Department Use
•-
R =21 /U =0.46
Opaque Walls'
,,.aA
Applicant Name: University Mechanical
Inc.
E C®p
Applicant Address: 11611 49th P1 . W. .,
Mukilteo WA
n/a
Applicant Phone: 206 -368 -6971
R =10 /F =0.54
Project Description
New Building ❑ Addition
❑ Alteration ❑ Change of Use
Compliance Option
'❑ Prescriptive 0 Component Performance
(See Decision Flowchart (over) for qualifications)
❑ Seattle EnvStd
❑ Systems Analysis
Space Heat Type
Q Electric resistance Q All other (see over for definitions)
Glazing Area Calculation
Note: Below grade walls may be Included in the
Gross Exterior Wall Area if they are insulated to
the level required for opaque walls.
Total Glazing Area Electronic version: these values are automatically taken from ENV -UA -1.
(rough opening) Gross Exterior
(vertical & overhd) divided by Wall Area times 100 equals % Glazing
•
6712.0 - 27881.0 X 100 = 24 .1%
Concrete/Masonry Option
0 yes Check here if using this option and if project meets all requirements for the Concrete /Masonry
Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying
Q no assembly below.
0 yes Check here if using semi - heated path and if project meets all requirements for semi - heated spaces
Semi- Heated Path no as defined in section 1310. Requires other fuel heating and qualifying thermostat. Only wall
insulation requirement is reduced (2006 change). Only available in prescriptive path.
Envelope Requirements (enter values as applicable)
Wall Maximum U- factor is 0.15 (R5.7 continuous ins)
CMU block walls with insulated cores comply
Minimum Insulation R- values
Roofs Over Attic
U- factor
n/a
All Other Roofs
R =21 /U =0.46
Opaque Walls'
R =19 /U =0.109
Below Grade Walls
n/a
Floors Over Unconditioned Space
n/a
Slabs-on-Grade . a
R =10 /F =0.54
Radiant Floors
n/a
Maximum U- factors
Opaque Doors
U =0.60
Vertical Glazing
U =0.4
Overhead Glazing
U =0.50
Maximum SHGC (or SC)
Vertical /Overhead Glazing
ISC=
.45/.35
1. Assemblies with metal framing must comply with overall U- factors
Notes:
CO
B
Opaque Concrete /Masonry Wall Requirements
Wall Maximum U- factor is 0.15 (R5.7 continuous ins)
CMU block walls with insulated cores comply
If project qualifies for Concrete /Masonry Option, list walls
with HC Z 9.0 Btu /ft2•°F below (other walls must meet
Opaque Wall requirements). Use descriptions and values
from Table 10 -9 in the Code.
Wall Description
ire ue position)
U- factor
1
DE COMPLIANCE
NOV 0 3 2010
Dity ot Tukwila
I SI 1
SEP 21 2010
PERMIT CENTER
MtP 121
2006 Washington State Nonresidential Energy Code Compliance Form
Envelope Summary (back)
Climate Zone 1
ENV -SUM
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Decision Flowchart
for Prescriptive Option
Use this flowchart to determine if project qualifies for the optional Prescriptive Option:
If not, either the Component Performance or Systems Analysis Options must be used.
1302 Space Heat Type: For the purpose of determining building envelope
requirements, the following two categories comprise all space heating types:
Other. All other space heating systems including gas, solid fuel, oil, and
propane space heating systems and those systems listed in the exception to
electric resistance. (continued at right)
Electric Resistance: Space heating systems which use electric resistance
elements as the primary heating system including baseboard, radiant. and
forced air units where the total electric resistance heat capacity exceeds 1.0
W/ft2 of the gross conditioned floor area. Exception: Heat pumps and
terminal electric resistance healing in variable air volume distribution systems.
All Insulation Installed?
Below Grd Wall (ext)
Below Grd Wall (oth)
Roof Over Attic
All Other Roof
Raised Floor
Slab -On -Grade
Radiant Floor
Opaque Door
R -10
R -19
R -30
R -21
R -19
R -10
R -10
U -0.60
N
No]
Mass Wall
Criteria OK?
(below)
Yes
AG Mass Wall Insulation Req.
Mass Wall
CMU Block
Wood Frame
Metal Framed
U0.15/R5.7ci
Ins. Cores
R19
R19
f
es
Yes
Glazing C iteria Met?
Glazing
Area %
0 -30%
30-45%
>45%
No
Vert OH
UVaI UVaI
0 -55 0 70
0.45 0.60
Not Allowed
Yes
I }
SHGC
0 -45
0.40
Yes
i
All Insulation Installed?
Wood Metal
Below Grd Wall (ext) R -10 R -10
Below Grd Wall (oth) R -19 U -0.062
Roof Over Attic R -38 U -0.031
All Other Roof R -30 U -0.034
Raised Floor R -30 U -0.029
Slab -On -Grade R -10 R -10
Radiant Floor R -10 R -10
Opaque Door U -0.60 U -0 60
Yesi . L
Yes
Yes—
Glazing Criteria Met?
Glazing
Area %
0 -30%
>30
Vert OH
UVaI UVaI SHGC
0.40 0.60 0.40
Not Allowed
Prescriptive
Path Allowed
Yes
Component Performance,
Systems Analysis, or
EnvStd Required
No
Yes
•
No-*
AG Mass Wall Insulation Req.
Mass Wall U0.15 /R5.7ci
CMU Block Ins. Cores
Wood Frame R19
Metal Framed U0.062
Concrete/Masonry Option*
Wall Heat Capacity (HC)
Assembly Description
Assy.Tag
HC"
Area (sf)
HC x Area
Totals
Area weighted HQ: divide total of (HC x area) by Total Area
if the area
weighted heat
capacity (HC) of
the total above
grade wall is a
minimum of 9.0,
the Concrete
Masonry Option
may be used.
**For framed
walls, assume
HC =1.0 unless
calculations are
provided; for all
other walls, use
Section 1009.
2006 Washington State Nonresidential Energy Code Compliance Form
Envelope UA Calculations Climate Zone 1
ENV -UA
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Project Address
9404 East Marginal Way South
Date
9/14/2010
Space Heat Type
0 Electric resistance ® All other
Glazing Area as % gross exterior wall area
24.1% Prop.
45.0% Max.Target
Concrete/Masonry Option
0 Yes QQ No
For Building Department Use
Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over).
Building Component
List components by assembly ID & page #
Proposed UA
U- factor x Area (A) = UA (U x A)
Target UA
U- factor x Area (A) = UA (U x A)
- rn
• N
> C7
Overhead Glazing
N
0
co
0
U =0.450
U=
U=
U=
U=
U=
U=
U=
U=
U=
U=
Plan ID TYPE 1
Plan ID:
Plan ID:
Plan ID:
Plan ID:
Plan ID:
Plan ID:
Plan ID:
Plan ID:
Plan ID:
Plan ID:
0.400
5490.0 2196.0
0.550
5490.0
3019.5
0 0
IY
0
U =0.600
U=
U=
U.=
Plan ID TYPE 1
Plan ID:
Plan ID:
Plan ID:
0.500
1222.0 611.0
Glazing a/c Electric Resist
''59% ` 0.40
see note abov
Other Heating
55
0.700
Glazing % Electric Resist.
0 -30% 0.6
X30 -45% see note above
0.700
1222.0
855.4
Q 0
M o
8- a
U=0.600 Plan ID TYPE 1
U= Plan ID:
U= Plan ID:
n u
` m -
o
O re
Opaque Walls`
R =21.0
R=
R=
R =19.0
R=
R=
R =19.0
R=
R=
R=
R=
R=
R=
Plan ID:
Plan ID:
Plan ID:
Plan ID TYPE 1
Plan ID:
Plan ID:
Plan ID TYPE 1
Plan ID:
Plan ID:
Plan ID:
Plan ID:
Plan ID:
Plan ID:
**Note: sum of Target Areas here should aqua
0.600
679.0 407.4
0.600
679.0
407.4
Electric Resist.
0.60
Other Heating
0.60
0.036
Electric Resist, Other Heating
0.031 0.036
0.046 15489.0
0.109
712.5
21712.0 2366.6
I Target Opaque Wall Area (see back)
0.046
15489.0
712.5
Electric Resist.
0.034
.........................
21712.0
Other Heating.
0.046
2366.6
• •0 u
• E
o C�?
n z
m
�• 0�
? 'o a
0 m z
u • rn a
0 a
R=
R=
R=
Plan ID:
Plan ID:
Plan ID:
Note: if insulated to levels required for opaque walls, list above with opaque walls
Electric Resist.
Framb Wd 0.062
Frame-Mt' 0.062
Mass Wall ++ 0.15
++ see mass wall Criteria
Other Heating
0.062
0.109
0.15
Electric Resist.
0.062
Ext Ins 0.07
Other Heating
0.062
0.07
R=
R=
R=
R=
Plan ID:
Plan ID:
Plan ID:
Plan ID:
0.056
Electric Resist.
0.029
Other Heating
0.056
R =0.5
R=
R=
R=
Plan ID TYPE 1
Plan ID:
Plan ID:
Plan ID:
0.540
455.0 245.7
0.540
455.0
245.7
Electric Resist.
F=0.54
e Table 13 -1 for radiant
Other Heating
F =0.54
floor values)
*For CMU walls, indicate core insulation material.
Totals) 45047.0
To comply: 1) Proposed Total UA shall not exceed Target Total UA.
2) Proposed Total Area shall equal Target Total Area.
6539.2
Totals) 45047.0
7607.1
2006 Washington State Nonresidential Energy Code Compliance Form
Climate Zone 1 ENV -SHGC
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Glazing
List components by assembly ID & page #
Proposed SHGC
SHGC* x Area (A) = SHGC x A
Target SHGC
SHGC x Area (A) = SHGC x A
N
N
5
ID :VERTICAL GLASS #1
ID: OVERHEAD GLASS
ID:
ID:
ID:
ID:
0.450
0.350
5490.0 2470.5
1222.0 427.7
0.450
6712.0
3020.4
'Note: Manufacturer's SC may be used in lieu of SHGC.
Totals
6712.0
2898.2
Glazir
0-30
Totals
6712.0
3020.4
For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A
NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together.
Target Area Adjustment Calculations
If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM1) exceeds the maximum allowed in Table 13 -1,
then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above.
Glazing Area
Opaque Area
Gross Exterior Wall
Area
Proposed Areas: Numbered values are used in calculations below.
Roofs over Attics Other Roofs Walls
OG=
OG=
1222.0
VG=
5490.0
15489.0
21712.0
27881.0
12546.5
Roofs over Attics
Other Roofs
Walls
X
Max Glazing Area
(Table 13 -1)
45.0%
Target OG Area in Roofs over Attics
0 lesser
12546.5
■
100
Max OG Remaining
12546.5
Proposed Opaque Area
+
15489.0
Proposed Opaque Area
21712.0
Maximum Target
Glazing Area
=1
12546.5
Target OG Area in Other Roofs
1222.0
0 lesser
12546.5
Proposed OG Area y Target OG Area
1222.0
Proposed VG Area
Or.
Target VG Area
+ 5490.0 _ 5490.0 =
Note:
OG = overhead glazing
VG = vertical glazing
Target VG Area
5490.0
Target Opaque Area
15489.0
Target Opaque Area
21712.•0
For Target OG's, the
lesser values are
used both here and
below.
Target Areas OK
Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found.
If the Target Areas for Opaque Walls listed on the front must equal the total calculated here.
Target values in shaded boxes are used in the applicable Target UA calculations on the front.
Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above.
2006 Washington State Nonresidential Energy Code Compliance Form
Building Permit Plans Checklist ENV -CHK
2006 Washington State Nonresidential Energy Code Compliance Forms Revised July 2007
Project Address 9404 East Marginal Way South
Date 9/14/2010
The following information is necessary to check a building permit application for compliance with the building envelope requirements in
the Washington State Nonresidential Energy Code.
Applicability
(yes, no, n.a.)
Code
Section
Component
Information Required
Location
on Plans
Building Department
Notes
GENERAL REQUIREMENTS (Sections 1301 -1314)
1301
Scope
Unconditioned spaces identified on plans if allowed
yes
1302
Space heat type:
other
If "Other",
indicate on plans that electric resistance heat is not allowed
n.a.
1310.2
Semi - heated spaces
Semi - heated spaces identified on plans if allowed
1311
Insulation
yes
1311.1
Insul! installation
Indicate densities and clearances
yes
1311.2
Roof /ceiling insul.
Indicate R -value on roof sections for attics and other roofs;
Indicate clearances for attic insulation;
Indicate baffles if eave vents installed;
Indicate face stapling of faced batts
yes
1311.3
Wall insulation
Indicate R -value on wall sections;
Indicate face stapling of faced baits;
Indicate above grade exterior insulation is protected;
Indicate loose -fill core insulation for masonry walls as necess;
Indicate heat capacity of masonry walls
-if masonry option is used F73;
n.a.
1311.4
Floor insulation
Indicate R -value on floor sections;
Indicate substantial contact with surface;
Indicate supports not more than 24" o.c.;
Indicate that insulation does not block
airflow through foundation vents
yes
1311.5
Slab -on -grade floor
Indicate R -value on wall section or foundation detail;
Indicate slab insulation extends down vertically 24" from top;
Indicate above grade exterior insulation is protected
n. a.
1311.6
Radiant floor
Indicate R -value on wall section or foundation detail;
Indicate slab insulation extends down vertically 36" from the top;
Indicate above grade exterior insulation is protected;
Indicate insulation also under entire slab where req'd. by Official
yes
1312
Glazing and doors
Provide calculation of glazing area (including both vertical
vertical and overhead) as percent of gross wall area
yes
1312.1
U- factors
Indicate glazing and door U- factors on glazing and door
. schedule (provide area - weighted calculations as necessary);
Indicate if values are NFRC or default, if values are default
then specify frame type, glazing layers, gapwidth, low-e
coatings, gas fillings
yes
1312.2
SHGC & SC
Indicate glazing solar heat gain coefficient or shading
coefficient on glazing schedule (provide area - weighted
calculations as necessary)
1313
Moisture control
yes
1313.1
Vapor retarders
Indicate vapor retarders on warm side
yes
1313.2
Roof /ceiling vap.ret.
Indicate vapor retarder on roof section;
Indicate vap. retard. with sealed seams for non -wood struc.
yes
1313.3
Wall vapor retarder
Indicate vapor retarder on wall section
n. a.
1313.4
Floor vapor retarder
Indicate vapor retarder on floor section
n. a.
1313.5
Crawl space vap. ret.
Indicate six mil black polyethylene overlapped 12" on ground
1314
Air leakage
yes
yes
1314.1
Bldg. envel. sealing
Indicate sealing, caulking, gasketing, and weatherstripping
1314.2
Glazing /door sealing
Indicate weatherstripping
yes
1314.3
Assemb. as ducts
Indicate sealing, caulking and gasketing
yes
1314.4
Recessed Lighting Fixture
Indicate IC rating, ASTM E283 certification, and gasketing or caulking to
ceiling
PRESCRIPTIVE /COMPONENT PERFORMANCE (Sections 1320 -23 or 1330 -34)
yes
Envelope Sum. Form
Completed and attached.
Provide component performance worksheet if necessary
If "no" is shown for any question, provide explanation:
2006 Washington State Nonresidential Energ Code Com•Iiance Form
Building Permit Plans Checklist ENV -CHK
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Envelope - General Requirement
1311 Insulation
1311.1 Installation Requirements: All insulation materials
shall be installed according to the manufacturer's
instructions to achieve proper densities, maintain clearances
and maintain uniform R- values. To the maximum extent
possible, insulation shall extend over the full component
area to the intended R- value.
1311.2 Roof /Ceiling Insulation: Open -blown or poured
loose -fill insulation may be used in attic spaces where the
slope of the ceiling is not more than 3/12 and there is at
least 30 inches of clear distance from the top of the bottom
chord of the truss or ceiling joist to the underside of the
sheathing at the roof ridge. When eave vents are installed,
baffling of the vent openings shall be provided so as to
deflect the incoming air above the surface of the insulation.
Where lighting fixtures are recessed into a suspended or
exposed grid ceiling, the roof /ceiling assembly shall be
insulated in a location other than directly on the suspended
ceiling.
EXCEPTION: Type IC rated recessed lighting fixtures.
Where installed in wood framing, faced batt insulation
shall be face stapled.
1311.3 Wall Insulation: Exterior wall cavities isolated
during framing shall be fully insulated to the levels of the
surrounding walls. When installed in wood framing, faced
batt insulation shall be face stapled.
Above grade exterior insulation shall be protected.
1311.4 Floor Insulation: Floor insulation shall be installed
in a permanent manner in substantial contact with the
surface being insulated. Insulation supports shall be
installed so spacing is not more than 24 inches on center.
Installed insulation shall not block the airflow through
foundation vents.
1311.5 Slab -On -Grade Floor: Slab -on -grade insulation
installed inside the foundation wall shall extend downward
from the top of the slab a minimum distance of 24 inches or
to the top of the footing, whichever is less. Insulation
installed outside the foundation shall extend downward a
minimum of 24 inches or to the frost line, whichever is
greater. Above grade insulation shall be protected.
EXCEPTION: For monolithic slabs, the insulation shall
extend downward from the top of the slab to the bottom of the
footing.
1311.6 Radiant Floors (on or below grade): Slab -on-
grade insulation shall extend downward from the top of the
slab a minimum distance of 36 inches or downward to the
top of the footing and horizontal for an aggregate of not less
than 36 inches.
If required by the building official where soil conditions
warrant such insulation, the entire area of a radiant floor
shall be thermally isolated from the soil. Where a soil gas
control system is provided below the radiant floor, which
results in increased convective flow below the radiant floor,
the radiant floor shall be thermally isolated from the sub -
floor gravel layer.
1312 Glazing and Doors
1312.1 Standard Procedure for Determination of Glazing
and Door U- Factors: U- factors for glazing and doors shall
be determined, certified and labeled in accordance with
Standard RS -31 by a certified independent agency licensed
by the National Fenestration Rating Council (NFRC).
Compliance shall be based on the Residential or the
Nonresidential Model Size. Product samples used for U-
factor determinations shall be production line units or
representative of units as purchased by the consumer or
contractor. Unlabeled glazing and doors shall be assigned
the default U- factor in Table 10 -6.
1312.2 Solar Heat Gain Coefficient and Shading
Coefficient: Solar Heat Gain Coefficient (SHGC), shall be
determined, certified and labeled in accordance with the
National Fenestration Rating Council (NFRC) Standard by a
certified, independent agency, licensed by the NFRC.
EXCEPTION: Shading coefficients (SC) shall be an
acceptable alternate for compliance with solar heat gain
coefficient requirements. Shading coefficients for glazing
shall be taken from Chapter 31 of Standard RS -1 or from the
manufacturer's test data.
1313 Moisture Control
1313.1 Vapor Retarders: Vapor retarders shall be installed
on the warm side (in winter) of insulation as required by this
section.
EXCEPTION: Vapor retarder installed with not more than 1/3
of the nominal R -value between it and the conditioned space.
1313.2 Roof /Ceiling Assemblies: Roof /ceiling assemblies
where the ventilation space above the insulation is less than an
average of 12 inches shall be provided with a vapor retarder.
(For enclosed attics and enclosed rafter spaces, see Section
1203.2 of the International Building Code.) Roof /ceiling
assemblies without a vented airspace, allowed only where
neither the roof deck nor the roof structure are made of wood,
shall provide a continuous vapor retarder with taped seams.
EXCEPTION: Vapor retarders need not be provided where all
of the insulation is installed between the roof membrane and the
structural roof deck.
1313.3 Walls: Walls separating conditioned space from
unconditioned space shall be provided with a vapor retarder.
1313.4 Floors: Floors separating conditioned space from
unconditioned space shall be provided with a vapor retarder.
1313.5 Crawlspaces: A ground cover of six mil (0.006 inch
thick) black polyethylene or approved equal shall be laid over
the ground within crawlspaces. The ground cover shall be
overlapped 12 inches minimum at the joints and shall extend to
the foundation wall.
EXCEPTION: The ground cover may be omitted in crawl
spaces if the crawlspace has a concrete slab floor with a
minimum thickness of 3 -1/2 inches.
1314 Air Leakage
1314.1 Building Envelope: The requirements of this section
shall apply to building elements separating conditioned from
unconditioned spaces. Exterior joints around windows and
door frames, openings between walls and foundation, between
walls and roof and wall panels; openings at penetrations of
utility services through walls, floors and roofs; and all other
openings in the building envelope shall be sealed, caulked,
gasketed or weatherstripped to limit air leakage.
1314.2 Glazing and Doors: Doors and operable glazing
separating conditioned from unconditioned space shall be
weatherstripped. Fixed windows shall be tight fitting with glass
retained by stops with sealant or caulking all around.
EXCEPTION: Openings that are required to be fire resistant.
1314.3 Building Assemblies Used as Ducts or Plenums:
Building assemblies used as ducts or plenums shall be sealed,
caulked and gasketed to limit air leakage.
1314.4 Recessed Lighting Fixtures: When installed in the
building envelope, recessed lighting fixtures shall by Type IC
rated, and certified under ASTM E283 to have no more than
2.0 cfm air movement from the conditioned space to the ceiling
cavity. The lighting fixture shall be tested at 75 Pascals or 1.57
Ibs /ft pressure difference and have a label attached, showing
compliance with this test method. Recessed lighting fixtures
shall be installed with a gasket or caulk between the fixture and
ceiling to prevent air leakage.
2006 Washington State Nonresidential Energy Code Compliance Form
Mechanical Summary
MECH -SUM
2006 Washington State Nonresidential Energy Code Compliance Forms
Revised July 2007
Project Info
Project Address 9404 East Marginal Way South
Date 9/14/2010
Seattle WA
For Building Dept. Use
Total CFM
Applicant Name: University Mechanical Inc.
Applicant Address: 11611 49th P1 . W. , Mukilteo WA
Applicant Phone: 206 -368 -6971
Project Description
Briefly describe mechanical
system type and features.
Indudes Plans
Drawings must contain notes requireing compliance with commissioning requirements - Section 1416
Compliance Option
0 Simple System Q Complex System 0 Systems Analysis
(See Decision Flowchart (over) for qualifications. Use separate MECH -SUM for simple & complex systems.)
Equipment Schedules
The following information is required to be incorporated with the mechanical equipment schedules on the
plans. For projects without plans, fill in the required information below.
Cooling Equipment Schedule
Equip.
ID.
Brand Name'
Model No.'
Capacity2
Btu /h
Total CFM
OSA CFM
or Econo?
SEER
or EER
IPLV3
Location
See plans for
equipment schedule
See plans for
equipment schedule
•
Heating Equipment Schedule
Equip.
ID
Brand Name'.
Model No.'
Capacity2
Btu /h
Total CFM
OSA cfm
or Econo?
Input Btuh
Output Btuh
Efficiency4
See plans for
equipment schedule
See plans for
equipment schedule
•
Fan Equipment Schedule
Equip.
ID
. Brand Name'
Model No.'
CFM
Sp'
HP /BHP
Flow Controls
Location of Service
See plans for
equipment schedule
•
'If available. 2 As tested according to Table 14 -1A through 14-1G. 3 If required. ° COP, HSPF Combustion Efficiency, or AFUE, as
applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS).
2006 Washington State Nonresidential Energy Code Compliance Form
Mechanical Summary (back),
MECH -SUM
System Description
See Section 1421 for full description
of Simple System qualifications.
If Heating /Cooling
or Cooling Only:
Constant vol?
f Split system?
Air cooled? Packaged sys? ❑ <20,000 Btuh?
Economizer included?
If Heating Only:
fl <5000 cfm?
<70% outside air?
Decision Flowchart
Use this flowchart to determine if project qualifies for Simple System Option. If not, either the
Complex System or Systems Analysis Options must be used.
Heating Only
Heating /Cooling
or Cooling Only
Reference
Section 1421
Yes —
No
Reference
Section 142
wo economize
<240,000 Btuh
or 10 %?
Simple System Yes
Allowed
(section 1420)
Use Complex
Systems
(section 1430)
Complex Systems
Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which
Complex Systems requirements are applicable to this project.
2006 Washington State Nonresidential Energy Code Compliance Form
Mechanical
Complex Systems Checklist MECH -COMP
Energy Code Compliance Fonns Revised July 2007
2006 Washington State Nonresidential
Project Address 9404 East Marginal Way South
Date 9/14/2010
The following additional information is necessary to check a mechanical permit application for a complex
mechanical system for compliance with the mechanical requirements in the Washington State Nonresidential
Energy Code. Use the checklist as a reference for notes added to the mechanical drawings (see the MECH -
CHK checklist for additional system requirements). This information must be on the plans since this is the
official record of the permit. Having this information in separate specifications alone is NOT an acceptable
altemative.
For Building Department Use
Applicability
(yes, no, n.a.)
Code
Section
Component
Information Required
Location
on Plans
Building Department
Notes
ADDITIONAL CHECKLIST ITEMS FOR COMPLEX SYSTEMS ONLY
n.a.
1431.1
Field assem. sys.
Provide calculations
n.a.
1432.1
Setback & shut -off
Indicate separate systems or show isolation devices on plans
n.a.
1432.2.1
Air system reset
Indicate automatic reset
n.a.
1432.2.2
Hydronic System
Indicate automatic reset, cooling tower, & heat pump loop
valves
yes
1433
Air Economizer
Indicate economizer on equipment schedule or provide
calculations to justify exemption and demonstrate 10% higher
efficiency for equipment with out economizer.
See
M100
n.a.
1433
Water Economizer
Indicate water economizer and provide calculations if 1433
Exception 2 is utilized
yes
1434
Separate air sys.
Indicate separate systems on plans
See
14201
yes
1435
Simul. htg. & clg.
Indicate that simultaneous heating and cooling is prohibited,
unless use of exception is justified
see
M002
n. a. '
1436
Heat recovery
Indicate heat recovery on plans; complete and attach heat
recovery calculations
yes
1437
Elec. motor effic.
MECH -MOT or Equip. Schedule with hp, rpm, efficiency
See
14100
yes
1438
Variable flow sys.
Indicate variable flow on fan and pump schedules
See
M100
n.a.
1439.1
Kitchen Hoods
Indicate uncooled and unheated make -up air
n.a. 1439.2
Fume Hoods Indicate VAV, unheated /uncooled or heat rec. makeup
If "no" is circled for any question, provide explanation:
Decision Flowchart
Use this flowchart to determine how the requirements of the Complex Systems Option apply
to the project. Refer to the indicated Code sections for more complete information on the
requirements.
CStart Here )
Section 1411.1
Equipmen Efficiency
Shall Meet Tables
14 -1A through 14 -1G
as/Oil Fuma
input ?_ 225,000
tuh or Gas/O'
1 Heat
Yes
4,
Air System
Serving Multiple
Zones?
apacity of H
Heating System >
00,000 Btuh
1411.1 Intermittent
Ignition Device &
Power Venting or
Damper. If input >
225,000 Btuh then
1412.6 Modulating or
Staged Combustion
Controls Required
Yes
1
1411.1 0.75%
Maximum Jacket
Loss
Yes
Section 1431.1
Calculations of Total
On -Site Energy Input
& Ouput Required
Yes
4,
Section 1432.2.1
Supply Air Reset
Controls Required
Yes No
Section 1432.2.2 Hot
Water Supply
Temperature Reset
Required
(continued on back)
Yes •
Yes—•
No—•
2006 Washington State Nonresidential Energy Code Compliance Form
Mechanical - Complex Systems (back) MECH -COMP
2006 Washington State Nonresidential Energy Code Compliance Forms
0% Air Econ
Provided?
Section 1413
Yes
Yes
Total Clg
Capacity w/
Water Econo
<500 Tons?
tal Cap.
cono <= 480,00
Btuh or 20% of
otal Cap.?
Section 1433
• Economizer Required
1
Yes Yes
Yes
•
Yes.
Section 1436
50% Effective Heat
Recovery Required
otor Incl. i
qpmt. Coved by
Tbl 14 -1 A -14-
1G?
Yes
Multi -speed
Motor in Multi -
eed system's
stem or Zon
w/ Simultaneous
Htg. & Clg.?
i Application
Involves Variable
Flow?
Yes—•
Yes
Yes
Section 1435
Zone Controls Must
Reduce Supply Air
Quantity Before
Reheating /Recooling
ZNy
ans or Pumps > Yes--•
10 10 HP?
Section 1437
Motors Must Meet
Efficiencies in
Table 14 -4
1
Yes
No
No
DONE
Section 1439.1
No Heating or
Cooling for at Least
50% of Make -up Air
Yes
Section 1438
Variable Flow
Devices Required
Yes
Section 1439.2
One Required:
a. 50% VAV Exhaust &
Make -up
b. 75% Direct Makeup w/
Tempering Only
c. Heat Recovery per
1436
d. Constant Volume w/
< 50fpm Face Velocity
Yes
Revised July 2007
•
ROM?. r
1
Nan rP6'". " ,vnigsionS.
STRUCTURAL CALCULATIONS
Lobby Roof Framing Design
Museum of Flight
Space Shuttle Gallery
Tukwila, Washington
September 30, 2010
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 0 3 2010
cnyRERALA
City of Tukwila
BUILDING DIVISION
MAGNUSSON
KLEMENCIC
ASSOCIATES
OCT 0 1 2010 1301 Fifth Avenue, Suite 3200
Seattle, Washington 98101-2699
PERMIT CENTER T: 206 292 1200 F: 206 292 1201
••• •
INCOMPLETE
LTR# tO /k
•
•
r 5EI50C AIR?
1
r CO 3+00111 .SOY!
111 REL CAST 901. 301115
1 1115110 HINT
7r,
C.NWT 105 EL 21-eV
L
/
/
/
/
/
/
T
/
/
/
/
/
/
/
/
/
L
/ a
/
t— — — — — — — — — — — — — — — — __ — —
/
/
REFERENCE DRAWINGS
50.“ liffiVI11106, a106 57100.5, COWL 10115
SI... LOO RWS
St." FUNS
53.44 ELEVATIONS
54." MID/ DETAILS MO S0 MUM
05... ECT106 11111L5
— Se... 901 BUILDING ELE311106 NO EVILS
Nons
1. RFFETOLE Rea aroma IS n• -11 . 1EFEIER¢ Tm a
swam 51FEE Is 33 ROES ma M REFERILE
FLOES 11.15031
t. 5110. SLOES INIFOOLT 31111.// GIVEN la a 5110E
15001106. ROE BUM OR 0E116 00 COLW6 IRTERSEC1,
MIDI 1Q• OF 51101 (RUSS 101E0 00011115E.
5' DE 3.1101 °� 0{31111 51111351 O 351 INCAS 1151 DI
M
66.12.9.12.11. DI 11 °Trim Rwua155 IN M TI ION
10 0115 1111041411113.
4. UP IEOVOSIRe4 11 =TRAM 5 311/4.
O
--0
5. EE MOD 114E ESt001106 FOR KIM SIRS 101 110135110
a RAM.
10 ELIEOY13 15 Ea10 01104 RUNE Fa M SLID. EE 1303 • 5310
FOR
T. TS 110135115 I5110 51501 FOR OE SLID.
_0
-0
11
O
gIV
N
CJ
Jr
1
0_ 0*
S -202
MOF_S202.dgn 9/29/2010 10:15:36 AM
•
MECH UNIT
HSS4x4x1/2 POST,
TYP (4) LOC AT PARAPET
HSS4x4x/
HSS4x4x' / HSS4x4x'/
•
332.111-
=H8Pst
1.S'�c ?-33'
MECH UNIT
(2) #4
4" SEISMIC JOINT
•
8x11.5
(2) #4
9LOOS-
tit
7245 q - 583 ` ��" Kr
MOTE: Rol V ECfj. UNIT
1-011D" LESS' -!k Izs PS r
Unto uJ>< Lam)
ort u' A P re.W)
•
•
•
/11
RAM
INTERNAflCXJAL
RAM Steel v13.0
Magnusson Klemencic Associates
DataBase: 10_08_07_Lobby
Building Code: IBC
Floor Map,
09/29/10 10:x'" 15
Steel Code: AISC360 -05 b
Floor Type: Roof
•
•
•
RAM Steel v13.0
Magnusson Klemencic Associates
DataBase: 10_08_07_Lobby
Building Code: IBC
Floor Map
09/29/10 10:4" '5
Steel Code: AISC360 -05 LK. ,)
Floor Type: Roof
}
•
•
•
Fil
RAM
RAM Steel v13.0
Magnusson Klemencic Associates
DataBase: 10_08_07_Lobby
Building Code: IBC
Floor Map,
Page 2/2
09/29/10 10:4" '5
Steel Code: AISC360 -05 LK il
Decks:
Deck Type Orientation
ASC 3W 94.00 degrees
•
•
•
RAM
RAM Steel v13.0
Magnusson Klemencic Associates
DataBase: 10_08_07_Lobby
Building Code: IBC
Floor Map
09/29/10 10:4" -5
Steel Code: AISC360 -05
Floor Type: Roof
1
Rua
RAM Steel v13.0
Magnusson Klemencic Associates
DataBase: 10_08_07_Lobby
Building Code: IBC
Floor Map
Page 2/2
09/29/10 10:4" '5
Steel Code: AISC360 -05 b
Surface Loads
•
•
Label DL CDL LL Reduction CLL Mass DL
psf psf psf Type psf psf
Roof - Mechanical 20.0 20.0 125.0 Unreducib 20.0 0.0
le
t
•
•
•
RAM
RAM Steel v13.0
Magnusson Klemencic Associates
DataBase: 10_08_07_Lobby
Building Code: IBC
Floor Map
09/29/10 10:z " '5
Steel Code: AISC360 -05 D
Floor Type: Roof
b
RAM Steel v13.0
Magnusson Klemencic Associates
DataBase: 10_08_07_Lobby
Building Code: IBC
Floor Map
Page 2/2
09/29/10 10:4" '5
Steel Code: AISC360 -05 Lip. il
Snow Loads
•
•
Label Type Magnitude Magnitude Magnitude
1 2 3
psf psf psf
Snow Constant 16.500 - --
Snow Drift Drift 16.500 55.500 55.500
•
•
•
Fil
RAM
RAM Steel v13.0
Magnusson Klemencic Associates
Data Base: 10_08_07_Lobby
Building Code: IBC
Floor Map
09/29/10 10:4" �5
Steel Code: AISC360 -05 Li_ J
Floor Type: Roof
12,
RAM Steel v13.0
Magnusson Klemencic Associates
DataBase: 10_08_07_Lobby
Building Code: IBC
Beam Summary
09/29/10 10:4" ^5
Steel Code: AISC360 -05 Lim L)
STEEL BEAM DESIGN SUMMARY:
Floor Type: Roof
Bm # Length +Mu -Mu Mn Fy
ft kip-ft kip-ft kip -ft ksi
26 27.97 126.7 0.0 225.0 50.0
1 7.92 0.0 -150.9
31.63 319.9 -150.9 599.2 50.0
12.97 0.0 -71.2
6 23.74 168.5 0.0 2629.2 50.0
27 19.83 102.2 0.0 138.3 50.0
2 18.99 117.2 0.0 277.1 50.0
28 14.28 62.5 0.0 138.3 50.0
25 9.56 22.4 0.0 256.3 50.0
22 6.97 8.4 0.0 52.1 50.0
4 4.38 2.3 0.0 52.1 50.0
10 3.11 0.3 0.0 36.5 50.0
19 11.00 17.1 0.0 256.3 50.0
• 20 20.14 103.0 0.0 256.3 50.0
8 16.53 67.6 -160.3 374.9 50.0
9.00 0.0 -160.3
* after Size denotes beam failed stress /capacity criteria.
# after Size denotes beam failed deflection criteria.
u after Size denotes this size has been assigned by the User.
•
Beam Size
W16X31 u
W24X62 u
W27X194 u
W14X22 u
W18X35 u
W14X22 u
W14X38 u
W10X12 u
W10X12 u
W8X10
W14X38 u
W14X38 u
W18X50 u
Studs
•
•
•
RAM
RAM Steel v13.0
Magnusson Klemencic Associates
DataBase: 10_08_07_Lobby
Building Code: IBC
Floor Map
09/29/10 10:4"' '4
Steel Code: AISC360 -05
Floor Type: Roof
Fil
RAM
Gravity Column Design Summary
RAM Steel v13.0
Magnusson Klemencic Associates
Data Base: 10_08_07_Lobby 09/29/10 10:/ 13
Building Code: IBC Steel Code: AISC360 -05 Li.cD
Column Line O.00ft- 47.04ft
Level Pu Mux Muy LC Interaction Eq. Angle Fy Size
Roof 89.4 0.0 0.0 1 0.66 Eq (H1 -1a) 0.0 42 HSS6.000X0.375
Column Line 2.35ft- 15.49ft
Level Pu Mux Muy LC Interaction Eq. Angle Fy Size
Roof 52.8 0.0 0.0 1 0.45 Eq (H1 -la) 94.0 50 W8X24
Column Line 11.92ft- 15.47ft
Level Pu Mux Muy LC Interaction Eq. Angle Fy Size
Roof 26.3 5.0 4.2 1 0.39 Eq (H1 -la) 66.0 50 W8X24
Column Line 23.68ft- 48.82ft
Level Pu Mux Muy LC Interaction Eq. Angle Fy Size
Roof 69.9 0.0 0.0 1 0.51 Eq (H1 -la) 0.0 42 HSS6.000X0.375
•
}
• )
Date: V 2 - t
RtIRMBURSEMENT AUTHQRIZATION AND
APPROVAL TO CONDUCT INSPECTION ACTIVITIES
DURING OFF HOURS
Requested by: �~ 1-c Sa,-N
Permit No. 'l D — L 7
Firm/Company:
Project Name: IN\ (41 'l C'd- 5 t- aery
Project Address/Location: 4:T30S E + tr -t -tra f1,-,1
Time of Off-Hours Construction Activity - From: L d am/ To: am/pm
Requested Date of Inspection: 7 -2 , - t ( Requested Time: V(-, am/M
Contact Name: L R r sc)r\ Phone No. .nv ,
Special Conditions for Consideration:
** Contractor will be charged a minimum of four (4) hours inspection time for any
off -hours inspection work at $94.50 per hour. This is to be paid at time of request. **
The undersigned, as an authorized representative of the above firm, hereby agrees to reimburse the City for its
overtime inspections on the above referenced project. A separate invoice will be issued for all inspection time in
excess of four (4) hours.
Signature: ,,� CITIOFTu ui
IJUL 27 2011
Print Name:
2- ��rtSr4_ So r .
PERMIT CENTER
Reviewed by:
Approved:
Remarks:
Disapproved:
WAPermit Center\Templates'.Forms\After Hour Inspection Request.doc
CDepartment of Community Development Jack Pace, Director
Gity of f Tukwila
Jim Haggerton, Mayor
04 -01 -2011
MICHAEL HARSHMAN
11611 49 PL W
MUKILTEO WA 98275
RE: Permit No. M10 -127
9305 EAST MARGINAL WY S TUKW
Dear Permit Holder:
In reviewing our current records, the above noted permit has not received a final inspection by the City of
Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform
Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the
provisions of these codes shall expire by limitation and become null and void if the building or work authorized
by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work
authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 05/08/2011.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final
inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is
due to expire. Address your extension request to the Building Official and state your reason(s) for
the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is
determined that your extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 05/08/2011, your permit will
become null and void and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Th.,01 ----0-,
Bill Rambo
Permit Technician
File: Permit File No. M10-127
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
•
C1tL of Tu l
October 15, 2010
Jim Haggerton, Mayor
epartment of Community Development Jack Pace, Director
Michael Harshman
University Mechanical Contractors Inc
1161149P1W
Mukilteo, WA 98275
RE: Correction Letter #1
Mechanical Permit Application Number M10 -127
Museum of Flight Space Shuttle Gallery — 9305 East Marginal Wy S
Dear Mr. Harshman,
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: Dave Larson at 206 431 -3678 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.
Sincerely,
jaP /1411r
Bill Rambo
Permit Technician
encl
File: M10 -127
W:U'ermit Center \Correction Letters \2010\M10-127 Correction Letter #1.DOC
6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 6 Fax: 206 - 431 -3665
• •
Tukwila Building Division
Dave Larson, Senior -i n Examiner
Building Division Review Memo
Date: October 14, 2010
Project Name: Museum of Flight Space Shuttle Gallery
Permit #: M10 -127
Plan Review: Dave Larson, Senior 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 underground fiberglass duct may not be appropriate unless it has some sort of listing or
approval as an underground air duct. If it does, please provide that documentation. See
section 603.8 of the 2009 IMC. It states that underground duct shall be PVC or metal duct
encased in concrete or otherwise protected with a special coating and needs to have a 1%
slope to allow drainage to a point provided with access. Please note slope on plans and show
access location.
Should there be questions concerning the above requirements, contact the Building Division at 206 -431-
3670. No further comments at this time.
1'
•
ity of ite
•
Jim Haggerton, Mayor
Department of Community Development Jack Pace, Director
September 24, 2010
Michael Harshman
University Mechanical Contractors Inc
1161149P1W
Mukilteo, WA 98275
RE: Letter of Incomplete Application # 1
Mechanical Permit Application M10 -127
Museum of Flight Space Shuttle Gallery — 9305 East Marginal Wy S
Dear Mr. Harshman,
This letter is to inform you that your permit application received at the City of Tukwila Permit Center on
September 21, 2010 is determined to be incomplete. Before your application can continue the plan review
process the attached /following items from the following department(s) need(s) to be addressed:
Building Department: Allen Johannessen at 206 433 -7163 if you have any questions
concerning the attached comments.
Please address the comment above 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. 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 the Permit Center at (206) 431 -3670.
Sincerely,
—&tcs
Bill Rambo
Permit Technician
Enclosures
File: M10 -127
W:\Permit Centeruncomplete Letters\2010\M10 -127 Incomplete Ltr # 1.DOC
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665
Tukwila Building Division
Allen Johannessen, Plan Examiner
Determination of Completeness Memo
Date: September 23, 2010
Project Name: Museum of Flight Space Shuttle Gallery
Permit #: M10 -127
Plan Review: Allen Johannessen, Plans Examiner
The Building Division has deemed the subject permit application incomplete. To assist the applicant in
expediting the Department plan review process, please forward the following comments.
(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. Please provide stamped and signed engineers analysis for the installation of the RTU 1 along with any
other combined equipment or individual units exceeding 450 pound, located on this roof. Include
engineer's details for any framing alterations necessary for the curb cuts and upgrades of the roofs
structural framing. Engineer shall identify any quality control special inspections, if required, for platform
welding, bolting etc that are a part of the RTU installation. Please note: this information may have been
provided with the original permit; however the mechanical portion only shall be separately provided with
this permit application.
Should there be questions concerning the above requirements, contact the Building Division at 206 - 431 -3670.
No further comments at this time.
r:T C Q$D COPY
CA
TM
REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M10 -127
DATE: 10 -22 -10
PROJECT NAME: MUSEUM OF FLIGHT SPACE SHUTTLE GALLERY
SITE ADDRESS: 9305 EAST MARGINAL WY S
Original Plan Submittal
X Response to Correction Letter # 1
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
I i
1'ding' Divl n
Public Works
Fire Prevention
Structural
Planning Division
Permit Coordinator
1
DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10 -26 -10
Complete Incomplete n
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 n No further Review Required n
REVIEWER'S INITIALS: DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 11-23-10
Approved ❑ Approved with Conditions Not Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only,. .
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents /routing slip.doc
2 -28 -02
•?EMTC:f C:Y •
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M10 -127 DATE: 10/01/10
PROJECT NAME: MUSEUM OF FLIGHT SPACE SHUTTLE GALLERY
SITE ADDRESS: 9305 EAST MARGINAL WY S
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMEN�TS:'
� u_ etAVf rgb
Building Division
Public Works ❑
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
Incomplete ❑
DUE DATE: 10/07/10
Not Applicable
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TOES /THURS ROUTING:
Building
Please Route Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 11/04/10
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED: 10— IS — 10
Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28-02
"PE. AT
COPY
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M10 -127 DATE: 09/21/10
PROJECT NAME: MUSEUM OF FLIGHT SPACE SHUTTLE GALLERY
SITE ADDRESS: 9305 EAST MARGINAL WY S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPART ENTS: 3 Li) E �ding 4ec
vision
Public Works ❑
A'04 c, 9-30-10
Fire Prevention
Structural
Planning Division
UPermit Coordinator
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete ❑
Comments:
Incomplete
DUE DATE: 09/23/10
Not Applicable
Permit Center Use Only 9-2A—to
INCOMPLETE LETTER MAILED:
LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES/THURS ROUTING:
Building
Please Route ❑ Structural Review Required n No further Review Required n
REVIEWER'S INITIALS:
DATE:
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) n
Notation:
REVIEWER'S INITIALS:
DUE DATE: 10/21/10
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Documents/routing slip.doc
2 -28 -02
• •
City of Tukwila
Steven M Mullet, Mayor
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
Steve Lancaster, Director
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: /0/2
Plan Check/Permit Number: M10-127
❑ Response to Incomplete Letter #
® Response to Correction Letter # 1
❑ Revision # after Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
Project Name: Museum of Flight Space Shuttle Gallery
Project Address: 9305 East Marginal Wy S
Contact Person: ff1 i (e /`ie s' %,Y1.44i Phone Number: (0-#436C4?Y°0
Summary of Revision:
�ln jey ,�� d �- e 44r,
tuicEIVED
w' OF TUKWILA
OCI 2.2 2014
Sheet Number(s): RIIRMIT CENTER
"Cloud" or highlight all areas of revision including date of revi,'o
Received at the City of Tukwila Permit Center by:
1Z_- Entered in Permits Plus on 10 Z ( 0
\applications\forms- applications on line\revision submittal
Created: 8 -13 -2004
Revised:
City of Tukwila
Steven M Mullet, Mayor
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
Steve Lancaster, Director
REVISION SUBMITTAL
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: Plan Check/Permit Number: M1 0-12 7
RE
® Response to Incomplete Letter # 1 CITYOFC to
❑ Response to Correction Letter # i OCT 01 2010
❑ Revision # after Permit is Issued PERMIT carrel
❑ Revision requested by a City Building Inspector or Plans Examiner
OCT
CE
Project Name: Museum of Flight Space Shuttle Gallery T Kwl
Project Address: 9305 East Marginal Wy S
Contact Person: gy -s it // i Phone Number: (iii) 3G 4/ UGC
Summary of Revision:
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
Received at the City of Tukwila Permit Center by:
Entered in Permits Plus on 0
\applications \forms- applications on Iine\revision submittal
Created: 8 -13 -2004
Revised:
Contractors or Tradespeople Per Friendly Page
1
General /Specialty Contractor
A business registered as a construction contractor with LEI 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 UNIV MECHANCL CONTRS INC UBI No. 578025176
Phone 2063649900 Status Active
Address 11611 49Th Pl W License No. UNIVMC•343N9
Suite /Apt. License Type Construction Contractor
City Mukilteo Effective Date 8/29/1966
State WA Expiration Date 10/3/2012
Zip 982754255 Suspend Date
County Snohomish Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
Other Associated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
GRANSML982R3
GRANSTON
MECHANICAL LLC
Construction
Contractor
General
Unused
12/23/2002
1/8/2009
Expired
Business Owner Information
Name
Role
Effective Date
Expiration Date
BUSH, GERALD D
President
03/13/2002
Bond Amount
GRANSTON, EDWARD B
Secretary
03/13/2002
08965196
PETTERSON, DEAN M
Treasurer
03/13/2002
SMITH, DOUG
Vice President
03/18/2002
TRAVELERS CAS &
SURETY CO
KOMMERS, EDWARD D
Vice President
03/13/2002
09/13/2004
BALDWIN, TERRY L
Vice President
03/13/2002
09/10/2003
GRANSTON, FRANK
Treasurer
03/18/2002
12/23/2002
Bond Information
Page 1 of 2
Bond
Bond Company Name
Bond Account Number
Effective Date
Expiration Date
Cancel Date
Impaired Date
Bond Amount
Received Date
7
FIDELITY DEPOSIT
CO OF MD
08965196
07/31/2009
Until Cancelled
$12,000.0006/04
/2009
6
TRAVELERS CAS &
SURETY CO
103335164
07/22/2001
Until Cancelled
07/31/2009
$12,000.0010/03
/2001
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
30
THE PHOENIX
INS CO
C0526D8270PHX10
10/01/2010
10/01/2011
$1,000,000.0009
/22/2010
29
PHOENIX INS CO
C0526D8270PHX09
10/01/2009
10/01/2010
$1,000,000.0009
/22/2009
28
TRAVELERS
PROPERTY CAS
INS CO
DTE0526D8270TIL07
10/01/2007
10/01/2009
$1,000,000.00
09/19/2008
27
TRAVELERS
PROPERTY CAS
INS CO
DTEC0526D8270TIK07
10/01/2007
10/01/2008
$250,000.00
09/21/2007
26
TRAVELERS
INDEMNITY CO
DTC0526D82701ND05
10/01/2006
10/01/2007
$1,000,000.00
09/19/2006
25
ST PAUL FIRE &
MARINE INS CO
KC08400101
10/01/2004
10/01/2006
$1,000,000.0009
/21/2005
https://fortress.wa.gov/lni/bbip/Print.aspx
11/09/2010
DUCT LINE EQUIVALENTS LEGEND
SINGLE LINE DOUBLE LINE'.
®--- -s •
0 0 ._
O _
O I 0 =_
—e 0L-
O 1 VH /
9--'
C ----'
z
RECT
ROUND
ROUND
— ROUND
1
2
RECT
ROUND -
RECT
RECT
ROUND -
ROUND
ROUND -
,7C1
bJ
"r='
1
11 71
ti
xr'
-►R2 T ART
N
EF xI
C)---1100° 2 t00° 0
0
DESCRIPTION
90' ELBOW UP (SUPPLY)
90' ELBOW UP (RETURN /EXHAUST)
90' ELBOW DOWN (SUPPLY)
90' ELBOW' DOWN (RETURN /EXHAUST) .
RADIUS ELBOW UP (SUPPLY)
RADIUS ELBOW UP (RETURN /EXHAUST)
RADIUS ELBOW DOWN (SUPPLY)
RADIUS ELBOW DOWN (RETURN /EXHAUST)
ROUND DUCT UP (S /R /E)
ROUND DUCT DOWN (S /R /E)
TURNING VANE ELBOW
RADIUS ELBOW, RECT
RADIUS ELBOW, ROUND
TRANSITION (ROUND TO ROUND/
RECTANGULAR TO RECTANGULAR)
TRANSITION (RECTANGULAR TO ROUND)
SPIN -IN TAKEOFF
CONICAL TEE
TEE WITH TURNING VANES
BRANCH TAKEOFF, RECT i.
BRANCH TAKEOFF, ROUND
BRANCH TEE, RECT
CONICAL SPIN -IN TAKEOFF
BOOT TEE
45' LATERAL
45' CONICAL LATERAL
RISE A(R)NORHDROP (D)
AIR FLOW DIRECTION - SUPPLY
AIR FLOW DIRECTION - RETURN OR EXHAUST
DUCT END CAP
FLEXIBLE DUCTWORK
MANUAL VOLUME DAMPER
REMOTE VOLUME DAMPER
FIRE /SMOKE DAMPER - PROVIDE ACCESS
FIRE DAMPER - PROVIDE ACCESS
MOTOR OPERATED DAMPER
BACKDRAFT DAMPER
CARBON DIOXIDE SENSOR
WALL MOUNTED TSTAT WITH CONTROL LINE
SUPPLY DIFFUSER
SUPPLY GRILLE
RETURN /EXHAUST. GRILLE
EQUIPMENT MARK
DIFFUSER /GRILLE DESIGNATION
ROUND DUCT
GENERAL
SYMBOL
. t.
xx' -xx" )
—1�F-
L - * -* SP * -*
IE XX' -XX" }
0McH
PITCH
1 xxxxxxxxx 1
1 xxxxxx 1
1 xxxxl
(roP xx' -xx• )
—III --
0-
•
ABBR DESCRIPTION
45
45 DOWN
90
AD ACCESS DOOR IN CEILING
AD ACCESS DOOR IN WALL
ALIGNMENT GUIDE
ANCHOR
AUTOMATIC CONTOL VALVE (3 -WAY)
AUTOMATIC CONTROL VALVE (2 -WAY)
BALANCING VALVE
BV BALL VALVE
BOP • BOTTOM OF PIPE ELEVATION
BREAK
BFV BUTTERFLY VALVE
CAP
CENTERLINE
CL -EL CENTERLINE OF PIPE ELEVATION
CHK CHECK VALVE
CIRCUIT SETTER
DETAIL TAG
DN DOWN
ELEVATION TAG
FLOW ARROW
GAS COCK
GLOBE VALVE
GV GATE VALVE
IE INVERT PIPE ELEVATION
PITCH LEFT
PITCH RIGHT
PLUG
POC POINT OF CONNECTION
PG PRESSURE GAUGE
PRV PRESSURE REDUCING VALVE
ROLUNG 45 DOWN
REDUCER
REDUCING CONCENTRIC
REDUCING ECCENTRIC
RV RELIEF VALVE
SHEET NOTE DESIGNATION
SLEEVE
SV SOLENOID VALVE
TEE DOWN
TEE
TH THERMOMETER
LONG TAG 9 CHARCTERS MAX
MEDIUM TAG 6 CHARCTERS MAX
SHORT TAG 4 CHARCTERS MAX
TOP TOP OF PIPE ELEVATION
U UNION
UP
VERTICAL SLEEVE
VALVE IN PIPE RISE OR DROP
STR WYE TYPE STRAINER
PIPING
SYMBOL
0
—CA-
- CHR -
- CHS -
-CR-
-CS-
-I-
- --FOR---
- -- FOS-
- FOV —
—G-
---GLR---
— GLS -
-HCR -
-HG-
- HPS -
- HWR-
- HWS --
- LCR —
=LPS—
Q
.— MCR-
-MG-
- MPS-
- PCR-
- --RL-
-RS— .
T
TI
TS
— �1
ABBR DESCRIPTION
MV AUTOMATIC AIR VENT
BFW BOILER FEED WATER
BUCKET TRAP
CA CONTROL AIR
CHR CHILLED WATER RETURN
CHS CHILLED WATER SUPPLY
CR CONDENSER WATER RETURN
CS CONDENSER WATER SUPPLY
FLANGE
FLEX
FLOAT AND THERMOSTATIC
FOR FUEL OIL RETURN
FOS . FUEL OIL SUPPLY
FOV FUEL OIL VENT
G NATURAL GAS
GLR GLYCOL RETURN
GLS GLYCOL SUPPLY
HCR HIGH PRESSURE CONDENSATE RETURN
HG HOT GAS
HPS HIGH PRESSURE STEAM
HWR HEATING HOT WATER RETURN
HWS HEATING HOT WATER SUPPLY
LCR. LOW PRESSURE CONDENSATE RETURN
LPS LOW PRESSURE STEAM -
MAV MANUAL AIR VENT
MCR MEDIUM PRESSURE CONDENSATE RETURN
METER
MG MEDIUM PRESSURE NATURAL GAS
MPS MEDIUM PRESSURE STEAM
PCR PUMPED CONDENSATE RETURN
PI PRESSURE INDICATOR
RL REFER LIQUID
RS REFER SUCTION
TEMPERATURE PRESSURE TEST PLUG
TI TEMPERATURE INDICATOR
TS TEMPERATURE SENSOR
VB VACUUM BREAKER
VENTURI
ABBREVIATIONS
AC
AF
AFF
AHU
AMB.
AMS
B
BDD
BHP
BI
BOD
BOT
BTUH
CC
CFM
CHLR
CLG
CNTFGL
COMB
COND
.CONT
CONTR
CP
CRAC
CT
CU
Cv
CV
CWP
D
DB
DEG
DIA
DIM
DISCH
DMPR
DN
AIR CONDITIONING UNIT
AIRFOIL
ABOVE FINISHED FLOOR
AIR HANDLING UNIT
AMBIENT
AIRFLOW MEASURING UNIT
BOILER
BACKDRAFT DAMPER
BRAKE HORSEPOWER
BACKWARD INCLINED
BOTTOM OF DUCT
BOTTOM
BRITISH THERMAL UNIT PER HOUR
COOUNG COIL
CUBIC FEET PER MINUTE
CHILLER
CEILING
CENTRIFUGAL
COMBUSTION
CONDENSER / CONDENSATE
CONTINUE / CONTROL
CONTRACTOR
CIRCULATING PUMP
COMPUTER ROOM AIR CONDITIONING UNIT
COOUNG TOWER
CONDENSING UNIT / CUBIC
FLOW COEFFICIENT
CONSTANT VOLUME
CHILLED WATER PUMP
DRAIN
DRY BULB / DECIBEL
DEGREE
DIAMETER
DIMENSION
DISCHARGE
DAMPER
DOWN
ABBREVIATIONS
EA..
EAT
ECONO
EDH
EER
EF
EFF
ELEC
ELEV
EQUIV
ESP
EVAP
EWT
EXH
EXT
F
FC
FCU
FD
FLR
FLTR
FOIC
FPM
FSD
FT
FTU
FV
EXHAUST AIR
ENTERING AIR TEMPERATURE
ECONOMIZER
ELECTRIC DUCT HEATER
ENERGY EFFICIENCY RATIO
EXHAUST FAN
EFFICIENCY
ELECTRIC
ELEVATION
EQUIVALENT
EXTERNAL STATIC PRESSURE
EVAPORATOR / EVAPORATIVE
ENTERING WATER TEMPERATURE
EXHAUST
EXTERIOR / EXTERNAL
FAHRENHEIT
FORWARD CURVE
FAN COIL UNIT
FIRE DAMPER / FLOOR DRAIN
FLOOR
FILTER
FURNISHED BY OWNER INSTALLED BY CONTRACTOR
FEET PER MINUTE
FIRE SMOKE DAMPER
FEET
FAN TERMINAL UNIT
FACE VELOCITY
GA GAUGE
GAL GALLONS
GALV GALVANIZED
GPM GALLONS PER MINUTE
GWB • GYPSUM WALLBOARD
H HUMIDIFIER
HC
HD
HORIZ
HP
HT
HVAC
HVACDCS
HX HEAT EXCHANGER
HEATING COIL
HEAD
HORIZONTAL
HORSEPOWER
HEAT TRACE
HEATING, VENTILATING, AND AIR CONDITIONING
I-WAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXIBLE (SMACNA)
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NUV 0 3 2010
City of kIa
BUILDING (VISION
ID INDIRECT DRAIN / INSIDE DIAMETER
IN INCH
KW KILOWATT
L
LAT
LB
LWT
MBH
MECH
MOD
MTD
MVD
NC
NIC
NO
NTS
OBD
OC
OD
OSA
P
PBD
PD
PL
POC
PT
OD QUICK DISCONNECT
LONG / LENGTH
LEAVING AIR TEMPERATURE
POUND
LEAVING WATER TEMPERATURE
THOUSAND BTU PER HOUR.
MECHANICAL
MOTOR OPERATED DAMPER
MOUNTED '.
MANUAL VOLUME DAMPER
NORMALLY CLOSED / NOISE CRITERIA
NOT IN CONTRACT •
NORMALLY OPEN / NUMBER
NOT TO SCALE
OPPOSED BLADE DAMPER
ON CENTER
OUTSIDE DIMENSION OR DIAMETER
OUTSIDE AIR .
PUMP
PARALLEL BLADE DAMPER •
PRESSURE DROP / PUMPED DRAIN
PLENUM ' •
. POINT OF CONNECTION
POST- TENSION SLAB
RA
REF
REV
RF
RH
RIO
RPM
SA
SCFM
SCH
SECT
SENS
SF
SL
SMACNA
SP
SQ
SS
ST
TBV
TCV
TDH
TOD
TOS
TP
TRNSN
TSP
TYP
RETURN AIR.
REFERENCE •
REVISION
RELIEF FAN
RELATIVE HUMIDITY
ROUGH -IN ONLY
REVOLUTIONS PER MINUTE
SUPPLY AIR
STANDARD CUBIC FEET PER MINUTE
SCHEDULE
SECTION
SENSIBLE
SUPPLY FAN / SQUARE FOOT
SOUND LINE (INSIDE DUCT INSULATION )
SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION
STATIC PRESSURE
SQUARE
STAINLESS STEEL
SOUND TRAP
TOWER BYPASS VALVE
TEMPERATURE CONTROL VALVE
TOTAL DYNAMIC HEAD
TOP OF DUCT
TOP OF STEEL
TOTAL PRESSURE
TRANSITION
TOTAL STATIC PRESSURE
TYPICAL
UBD UPBLAST DISCHARGE
UH UNIT HEATER
UNO UNLESS NOTED OTHERWISE
VA
VAV
VD
VENT
VEL
VFO
VI VIBRATION ISOLATOR
VIV VARIABLE INLET VANES
VALVE
VARIABLE AIR VOLUME
VOLUME DAMPER
VENTILATION / VENTILATOR
VELOCITY
VARIABLE FREQUENCY CONTROLLER
W
WB
WG
WT
INSULATED DUCT / WATT / WIDE
WET BULB (TEMPERATURE)
WATER GAUGE
WEIGHT
MECHANICAL INDEX OF DRAWINGS
MECHANICAL DRAWING IBEX
8FEET • DE8CRP110N
M001 MECHANICAL SYMBOLS, DWG INDEX, & ABBREV
M002 SITE PLAN
M003 DESIGN CRITERIA & LOAD CALCULATION
M100 MECHANICAL SCHEDULES
M101 MECHANICAL SCHEDULES
M200
M201
M202
M203
UNDERGROUND MECHANICAL PLAN
LEVEL ONE MECHANICAL PLAN
LEVEL TWO MECHANICAL PLAN
ROOF MECHANICAL PLAN
M300 MECHANICAL DETAILS
M301 SECTIONS & ELEVATIONS
SCALE
N/A
AS NOTED
N/A
N/A
N/A
1/8' =1' -0'
1/8' =1' -0'
1/8' =1' -0'
1/8' =1' -0'
N/A
AS NOTED
FILE COPY
Permit No., tki4 t o - l 2-•i
Plan revlew approval is subject to errors and omissions.
Approval of colstructIon documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved FInld Copy and conditions Is acknowledged:
BY O-
D*: J 111
GENERAL NOTES:
1. DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW EXACT
ROUTING OR ALL TRANSITIONS /CONNECTION; OFFSETS REQUIRED.
2. COORDINATE ALL NEW WORK WITH EXISTING STRUCTURE AND I-IVAC.
FIELD VERIFY EXISTING CONDITIONS.
3. ROUND CONNECTIONS TO RECTANGULAR DUCTWORK SHALL BE MADE
WITH 45 DEG SADDLE TYPE TEES.
4. MAXIMUM FLEXIBLE DUCT LENGTH SHALL BE 6' -0" WITH A MAXIMUM
BEND or 90', FLEX DUCT SIZE SAME AS DIFFUSER NECK SIZE.
90' BENDS SHALL BE 2 TIMES THE DIAMETER OF THE ROUND DUCT.
5. PROVIDE REMOTE TYPE VOLUME DAMPERS FOR. ALL AREAS WITH
INACCESSIBLE CEILINGS. YOUNG REGULATOR No. 315 OR EQUAL.
ALIGN DAMPER COVER PLATES.
6. LOCATE THERMOSTATS AS SHOWN ON DRAWINGS. MOUNT WALL
THERMOSTATS AT 60" A.F.F. COORDINATE FINAL LOCATIONS WITH
ARCH /ENGR /OWNER.
7. LOCATE THERMOSTATS FOR ALL TENATE IMPROVEMENT TERMINAL
UNITS AT THE TERMINAL BOX WITH 20 FEET OF THERMOSTAT.
CONTROL WIRE ATTACHED TO THE THERMOSTAT.
8. PROVIDE CONNECTIONS AND TRANSITIONS AT EQUIPMENT
AS REQUIRED.
9. INSTALLATION SHALL COMPLY TO ALL FEDERAL, STATE AND LOCAL.
CODES.
10. INSULATION OF DUCT WORK AND PIPING SHALL CONFORM TO THE
WASHINGTON STATE ENERGY CODE AND THE SEATTLE AMENDMENTS
11. DUCTS PENETRATING 1 -HR CORRIDOR WALLS WITHOUT OPENING
INTO THE CORRIDOR SHALL BE A MINIMUM 26 GAUGE STEEL.
12. ALL DUCT DIMENSIONS ARE ID (INTERNAL DIMENSIONS). ALL DUCT
HEIGHTS ABOVE THE FINISHED FLOOR ARE TAKEN FROM THE DUCT'S
ID DIMENSIONS. CONTRACTOR IS REQUIRED TO ADD TO THE DUCT •
ID WHEN THE DUCTWORK HAS INTERIOR INSULATION. ALL
MECHANICAL ELEVATION ARE TO BOTTOM OF DUCT, BOTTOM OF PIPE.
13. MANUAL VOLUME DAMPERS TO 12" IN DEPTH SHALL BE SINGLE
BLADE AND A MINIMUM OF 22 GAUGE. 13" AND ABOVE SHALL BE
MULTIPLE BLADES AND A MINIMUM OF 18 GAUGE.
14. MANUAL VOLUME DAMPERS ARE REQUIRED AT EACH BRANCH DUCT
GOING TO A SUPPLY AIR, RETURN AIR, AND EXHAUST AIR OUTLET
OR INLET.
15. ACCESS DOORS SHALL BE REQUIRED AT EACH FIRE DAMPER,
FIRE /SMOKE DAMPER, AND WHERE ACCESS TO ANY DEVICE IS
REQUIRED FOR OPERATION OF THAT DEVICE.
16. USE UNISTRUT CONCRETE INSERTS; OR EQUAL, TO SUPPORT
MECHANICAL EQUIPMENT OR DUCTWORK FROM THE P.T. SLAB.
City Of itikwita
BUILDING DIVISION
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.
4
SEPARATE PERMIT
REQUIRED FOR:
Q Mechanical
Electrical
Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISION
CITY OF TI.iKVNIA
GAP 21 2010
PERMIT CENTER
re'
■ D1
0
a
w
Commercial T.I. Permit
9404 East Marginal. Way South, Seattle, WA
Commercial T.I. Permit
Drawing Title
DRAWING INDEX
Revisions
No. Description Date
Drawn by
UMC
Checked by
DM
Date
August 18, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
M001
N 27 23 41 W 717.69 ....................... "
38'-
ZONE:
OF
fire4
1 woo..
ualDUUU1u01uuuuuuu00
- PROPERTY LINE • /
1
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/
/
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/
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/
/
/
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/
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/
/
/
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1
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. /
/
/
/
1
Q(k.
i
/
/
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/
/
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/
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1
i�
.N 22 31 55 W 431.95
EAST MARGINAL WAY SOUTH
IIUOU0UD00U0000U0
SITE PLAN
SCALE: 1/64'=V-0'
RTU -1
--,•_
_�-
i
'1
ZO
in
N
EXISTING BUILDING
EQUIPMENT ELEVATION LOOKING EAST
SCALE: 1/16'=V-01
2
DO
PROJECT NORTH
0 10'20' 40' 60'
.- - LEVEL - SSG T.O. ROOF EL 90' -5 1/2"
LEVEL - SSG B.O. ROOF EL: 55' -5 1/2"
.. LEVEL - UPPER PARAPET EL: 43' -3 1/2"
4- LOW ROOF TOS EL 33' -5 1/2"
-4- LEVEL 2 EL 30' -3 1/2"
-- LEVEL 1 EL 17'-9 1/2
2006 WSEC COMPLIANCE
1. HVAC EQUIPMENT SHALL HAVE MINIMUM PERFORMANCE AT SPECIFIED RATING
CONDITIONS NOT LESS THAN THE VALUES INDICATED IN TABLE 14-1A THROUGH
14 -1G AND 1411.1 OF THE WSEC AND AS INDICATED IN THE CONTRACT
DOCUMENTS.
2. PROVIDE DEADBAND BETWEEN HEATING /COOLING SPACE SENSOR SETPOINTS OF
5 DEGREES AS REQUIRED BY SECTION 1412:2 OF THE WSEC OR AS DESCRIBED
IN THE TEMPERATURE CONTROL SEQUENCES.
3. HVAC SYSTEMS SHALL BE EQUIPPED WITH AUTOMATIC CONTROLS CAPABLE OF
ACCOMPLISHING SETBACK OR SHUTDOWN DURING UNOCCUPIED PERIODS AS
REQUIRED BY SECTION 1412.4 OF THE WSEC AND AS DESCRIBED IN THE .
TEMPERATURE CONTROL SEQUENCES.
4 PROVIDE BALANCING DEVICES IN ALL BRANCH DUCTS AND PIPE RUNS TO
TERMINAL DEVICES AS REQUIRED BY SECTION 1412.7 OF THE WSEC AND AS
INDICATED ON THE CONTRACT DOCUMENTS.
5. ALL DUCTWORK SHALL COMPLY WITH SMACNA STANDARDS FOR CONSTRUCTION
OF GALVANIZED DUCTWORK. ALL DUCTWORK SHALL BE SEALED AS REQUIRED
BY SECTION 1414.1 OF THE WSEC. DUCT TAPE NOT ALLOWED.
DUCTWORK STATIC PRESSURE AND SEA. CLASS:
SEAL CLASS
SEAL TRANSVERSE JOINTS .
SEAL TRANSVERSE JOINTS AND LONGITUDINAL SEAMS
SEAL TRANSVERSE JOINTS, LONGITUDINAL SEAMS,
AND DUCT WALL PENETRATIONS
WATER COLUMN
1/2 TO 2 INCHES
2 TO 3 INCHES
ABOVE 3 INCHES
6. . ALL DUCTWORK SHALL BE INSULATED AS REQUIRED BY SECTION 1414.2 OF
THE WSEC AND AS DESCRIBED IN THE PROJECT MANUAL
DUCT TYPE
LOCATION
R- VALUE
SUPPLY /RENRN
NOT WITHIN CONDITIONED
SPACE
R -7 (INCLUDE APPROVED
WEATHERPROOF BARRIER)
SUPPLY /RENRN/
OUTSIDE AIR
IN GROUND OR CONCRETE
R -5.3
OUTSIDE AIR
WITHIN CONDITIONED SPACE
(NOT CONSIDERED PART OF
THE . BUILDING ENVELOPE)
R -7 (DAMPER AT
ENVELOPE PENETRATION)
SUPPLY '
WITHIN CONDONED SPACE.
R -3.3
7. ALL PIPING SHALL BE INSULATED AS REQUIRED BY SECTION 1415.1 OF THE
WSEC AND AS DESCRIBED IN THE PROJECT MANUAL
SYSTEM/TEMP (F)
INSULATION
CONDUCTIVITY
PIPE DIAMETER
=1' >1' -2' >2' -4' >4' -6' j >6'
INSULATION THICKNESS
HEATING: >350
.32 -.34
2.5
2.5
3.0 •
3.5
3.5
251 -350
.29 -.31
2.0
2.5
2.5
3.5
3.5
201 -250
.27 -.30
1.5
1.5
2.0
2.0
3.5
141 -200
.25 -.29
1.5 .
1.5
1.5
1.5
1.5
105 -140
.24-28 •
1.0
1.0
1.0
1.5
1.5
DOMESTIC: 105+
.24 -.28
1.0
1.0
1.5
1.5
1.5
45 -65
.24 -.27
0.5
0.5
0.5
0.5
0.5
COOLING: 40 -55
.23 -.27
0.5
0.75
1.0
1.0
1.0
<40
.23 -.27
1.0
1.5
1.5
1.5
1.5
8. INDMDUAL ZONE TERMINAL UNITS AND HVAC SYSTEMS SERVING PORTIONS. OF
THE BUILDING HAVING LESS THAN 24 -HOUR OPERATION SHALL BE SHUT OFF
DURING UNOCCUPIED PERIODS AS REQUIRED BY SECTION 1432.1 OF THE WSEC
AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES.
9. SUPPLY NR AND WATER TEMPERATURES SHALL BE AUTOMATICALLY RESET AS
REQUIRED IN SECTION 1432.2.1 AND 1432.2.2 OF THE WSEC OR AS DESCRIBED
IN THE TEMPERATURE CONTROL SEQUENCES.
10. ALL AIR SYSTEMS SHALL BE PROVIDED WITH 'A 1008 CAPABLE AIR ECONOMIZER
CAPABILITY AS REQUIRED BY THE SECTION 1413.1, 1423 AND 1433 OF THE WSEC
AND AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES.
11. NR AND WATER ECONOMIZERS SHALL BE CAPABLE OF PROVIDING PARTIAL
COOUNG EVEN WHEN ADDITIONAL MECHANICAL COOLING IS REQUIRED TO MEET
THE REMAINDER OF THE COOLING LOAD AS REQUIRED IN SECTION 1413.3 OF
THE WSEC.
12. WATER ECONOMIZERS SHALL BE CAPABLE OF PROVIDING THE TOTAL CONCURRENT
COOLING LOAD SERVED BY THE CONNECTED TERMINAL EQUIPMENT LACKING
NRSIDE ECONOMIZER AS REQUIRED BY SECTION 1413.1, 1413.2, AND 1433 OF
THE WSEC.
13. SIMULTANEOUS HEATING AND COOLING TO INDMDUAL ZONES SHALL BE
PROHIBITED AS DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES EXCEPT
WHERE PERMITTED IN SECTION 1435, EXCEPTIONS 1 THROUGH 4 OF THE WSEC.
14. VARIABLE FREQUENCY DRIVES SHALL BE PROVIDED FOR VARIABLE FLOW
HEATING. AND AR HANDUNG SYSTEMS AS REQUIRED BY SECTION 1438 OF
THE WSEC AND AS DESCRIBED IN THE CONTRACT DOCUMENTS INCLUDING
TEMPERATURE CONTROL SEQUENCES.
15. ELECTRIC WATER HEATERS LOCATED IN UNCONDMONED . SPACES OR ON
CONCRETE FLOORS SHAW. BE SEPARATED FROM THE SUPPORTING SURFACE
WITH R -10 INSULATION AS DESCRIBED IN SECTION 1441 OF THE WSEC.
16. DOMESTIC HOT WATER CIRCULATION PUMPS SHALL BE SHUT DOWN DURING
UNOCCUPIED PERIODS AS REQUIRED BY SECTION1442 OF THE WSEC AND AS
DESCRIBED IN THE TEMPERATURE CONTROL SEQUENCES.
17. MOTOR EFFICIENCY SHALL NOT BE LESS THAN THE MINIMUM CALLOUTS PER -
TABLE 14-4 AND SECTION 1437 OF THE WSEC FOR FULL LOAD EFFICIENCIES.
18. RECORD DRAWINGS SHALL BE PROVIDED TO THE OWNER WITHIN 90 DAYS AFTER
THE DATE OF SYSTEM ACCEPTANCE AS REQUIRED BY SECTION 1416.2.4.3 OF THE
WSEC. THE DRAWINGS SHALL INDICATE THE LOCATION AND PERFORMANCE DATA
OF EQUIPMENT, GENERAL CONFIGURATION OF DUCTWORK AND PIPING DISTRIBUTION
SYSTEMS, INCLUDING FLOW RATES AS A MINIMUM.
19. OPERATION AND MAINTENANCE MANUALS SHALL BE PROVIDED TO THE OWNER AS
REQUIRED BY SECTION 1416.2.4.2 OF THE WSEC. AS A MINIMUM, THE MANUALS
SHALL INCLUDE
1. SUBMFITAL DATA.
2. OPERATION AND MAINTENANCE DATA FOR EQUIPMENT.
3. NAMES AND ADDRESSES OF SERVICE AGENCIES.
4. HVAC CONTROLS SYSTEM MAINTENANCE AND CAJBRATION INFORMATION.
5. NARRATNE OF HOW SYSTEM IS INTENDED TO OPERATE.
20. HVAC SYSTEMS SHALL BE BALANCED AS REQUIRED BY SECTION 1416.2.2 OF THE
WSEC.
21. COMMISSIONING SHALL BE PROVIDED AND A REPORT OF COMMISSIONING BE
SUBMITTED TO THE OWNER AS REQUIRED BY SECTION 1416 OF THE WSEC.
[REVIREVIEWED FOR
CODE COMPLIANCE
A ponnveD
NOV 0 3 2010
City of Tukwila
EWED
DIVISION
cnvo�nii�tw° ua
SEP 21 2010
PERMIT CENTER
ROOF COVERAGE CALCULATION
ROOF LOCATION
EQUIPMENT (SF)
DUCTWORK (SF) `
STRUCTURES (SF)
TOTAL ROOF AREA
% ROOF COVERAGE
ENTRY
375.0
0.0
0.0
735.0
51.0
HANGER
0.0
0.0
0.0
15,685.0
0.0
BUILDING TOTAL
375.0
0.0
0.0
16,420.0
2.3
NOTE: 3
1.
J �
�c
_i�
CC oiC cc
W =�
zinc)
We Build Value
•
To
w7:11
4.0 4.1
.c
O
CI
a. g
w
t
9404 East Marginal Way South, Seattle
Commercial T.I. Permit
Drawing Title
SITE PLAN
Revisions
No. Description Date
Drawn by
UMC
Checked by
DM •
Date
August 18, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
M002
PROJECT INFORMATION
DRY BULB
LOCATION
COMMENTS
SEATTLE- BOEING FLD, WASHINGTON
LATTITUDE
47
LIGHTS
ALTITUDE
23
OUTSIDE AIR
WEATHER DATA
DRY BULB
WET BULB
COMMENTS
SUMMER DESIGN TEMP
86
67
LIGHTS
WINTER DESIGN TEMP
23
OUTSIDE AIR
MISC.
ENVELOPE
U- VALUE
S.C.
COMMENTS
ROOF INSULATION
0.046.
SKYLIGHT
LIGHTS
WALL INSULATION
0.064
OUTSIDE AIR
MISC.
FLOOR INSULATION
N/A
SENS. GAIN
LOAD %
SLAB INSULATION
` 0.54
LOAD %
AREA
OPAQUE DOORS
0.6
AREA
SENS. GAIN
OVERHEAD GLAZING
0.5
0.35
LOAD %
GLAZING
0:4
0.45
QUANTITY
HEATING AND COOLING LOAD RECAP
PROJECT NAME
WEATHER DATA
LOCATION
OUTDOOR SUMMER DB:
OUTDOOR SUMMER WB:
OUTDOOR WINTER DB:
Space Shuttle Gallery
SEATTLE- BOEING FLD, WASHINGTON
86T
67'F.
23'F
LOADUNK VERSION 2009A
Elite Version 7.01.106
DATE 8/13/2010
TIME . 9:46:17 AM
SAFETY FACTORS
SENSIBLE 1.10
105
120
LATENT
HEATING
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NUV 032010
City of Tukwila
BUILDING DIVISION
wvrr..w rvrw
AIR SYSTEM
1
rw .rr-vwwflu.
DESCRIPTION
-
AREA
ROOF
WALL
WINDOW
SKYLIGHT
LIGHTS
EQUIPMENT
PEOPLE
OUTSIDE AIR
MISC.
BLOCK COOLING TOTALS
AREA
SENS. GAIN
LOAD %
AREA
SENS. GAIN
LOAD %
AREA
SENS. GAIN
LOAD %
AREA
SENS. GAIN
LOAD %
BTUH
W /SF
LOAD %
BTUH
W /SF
LOAD %
QUANTITY
SF /PERSON
TOTAL BTUH
LOAD %
CFM
SENS. GAIN
LATENT
LOAD %
BTUH
LOAD %
BTUH
BTUH /SF
SF/TON
280
1
GALLERY RIU
14,194
13,242
754
0.1%
22,328
88,689
,
14.6%
3,990
107,754
17.7%
952 •
78,583
12.9%
106,550
2.20
17.5%
44.0
29.9
LIGHTING -
400
35
194,000
31.9%
3,000
25,389
4,594
4.9%
2438
0.4%
• 608,752
43
2
LOBBY UNIT
527
527
150
0.5%
156
1.106
3.6%
260 •
17,576
56.9%
10,144
45.1%
35
3,956
2.20
12.8%
1,126
0.63
3.6%
10
53
• 4,850
15.7%
200.
1,209
765
6.4%
142
0.5%
30,881
59
205
0.38%
BLOW FAN
142
142
0.02%
SUPPLY DUCT
RETURN DUCT
RESERVE
PROJECT TOTALS
14,721
691,568
100.0%
91,000
543,168
634,168
100.00%
AIR SYSTEM
#
-.
DESCRIPTION
INDOOR
SETPOINT
BLOCK
CFM
PEAK
CFM
CFM
DN.
SENS. GAIN
TOTAL BTUH
SENS. RATIO
TONS
CFM /SF
SF/TON
CFM/TON
COIL DATA
LVG. COIL DB
LVG. COIL W9.VG.
COIL RNG
COIL ENTHALPKM:
COIL DB
ENT. COIL WBENTERING
COIL RENT.
COIL ENTHALP
1
GALLERY RN
79'F
17,314
. 17,314
_
1.00
520,158
608,752
0.85
50.7
1.22
280
341
53.0
52.8
98.7
21.9 .
80.3
64.8
43.3
. 29.8
2
LOBBY UNIT
79'F
1,011
1,011
1.00
28,016
30,881
0.91
2.6
1.92
205
393
55.0
54.7
98.3
23.0
80.2
64.9
44.0
29.9
LIGHTING -
29,443.
30.431
4.5%
2
LOBBY UNIT.
527
527
1,367
11%
156
959
4.3%
260
5,866
26.1%
410
86,100
112,750
198,850
200
20 .
10,144
45.1%
35
2,138
15%
31,982
5.04% .
INFILTRATION CFM
2,029
9.0% .
29.72%
DRAW FAN
2.4.38
2,438
0.38%
BLOW FAN
142
142
0.02%
SUPPLY DUCT
RETURN DUCT
RESERVE
PROJECT TOTALS
14,721
691,568
100.0%
91,000
543,168
634,168
100.00%
•
AIR SYSTEM - --
#
--- - - - - --
DESCRIPTION
AREA
ROOF
. WALL
WINDOW
SKYLIGHT
PARTITION
OUTSIDE AIR
INFILTRATION
SLAB
MISC.
AREA
SENS. LOSS
LOAD %
AREA
SENS. LOSS
LOAD %
AREA
SENS. LOSS
LOAD %
AREA
SENS. LOSS
LOAD %
AREA
SENS. LOSS
LOAD %
CFM
CFM /PERSON.
SENS. LOSS
LOAD %
CFM
SENS. LOSS
LOAD % .
AREA
SENS. LOSS
LOAD %
BTUH
• LOAD %
1
GALLERY RTU
14,194
13,242
34,355
5.1%
22,328
137,266
20.5%
3,990
90,014
13.5%
952
21,477
3.2%
SKIN LOADS
3.000
8
152,154
22.7%
3,342
203,369
30.4%
LIGHTING -
29,443.
30.431
4.5%
2
LOBBY UNIT.
527
527
1,367
11%
156
959
4.3%
260
5,866
26.1%
410
86,100
112,750
198,850
200
20 .
10,144
45.1%
35
2,138
15%
31,982
5.04% .
INFILTRATION CFM
2,029
9.0% .
29.72%
DRAW FAN
2.4.38
2,438
0.38%
BLOW FAN
142
142
0.02%
SUPPLY DUCT
RETURN DUCT
RESERVE
PROJECT TOTALS
14,721
691,568
100.0%
91,000
543,168
634,168
100.00%
AIR SYSTEM
1
DESCRIPTION
INDOOR
SETPOINT
HEATING TOTALS
OUTSIDE AIR
COIL DATA
HTG CFM
TOTAL BTUH
BTUH /SF
CFM %
OA TO HTG 01,40A
TO CLG CMG.
COIL DINNTERING.
COIL D
1
GALLERY RIU
70'F
• 15,027.
669,065
47
3,000
20%
17%
95.0
60.6
2
LOBBY UNIT
70'F
319
22,502
43 •
200
63%
20%
95.0
40.5
16%
78,583
78,583
.12.39%
PARTITION
FLOOR STAB
SKIN LOADS
41,455
291,305
42.12%
289,124
289,124
45.59%
LIGHTING -
29,443.
110,506
. 111506
17A3%
EQUIPMENT
300
.1,126
1,126
0.18%
PEOPLE
410
86,100
112,750
198,850
31.36%
VENTILATION CFM -
3,200
194,756
PROJECT T
PROJECT LOAD
AREA
SEN. LOSS
• %TOT
LATENT
SENS.
TOTAL
%TOT
ROOF
13,769
35.722
5.17% •
--
784
784
0.12%
WAIL
22,484
138,225
19.99 %.
89,496
89,496
14.11%
GLASS
4,250
95,880
13.86%
120,261
120,261
18.96%
SKYLIGHT
952
21,477
3.11%
16%
78,583
78,583
.12.39%
PARTITION
FLOOR STAB
SKIN LOADS
41,455
291,305
42.12%
289,124
289,124
45.59%
LIGHTING -
29,443.
110,506
. 111506
17A3%
EQUIPMENT
300
.1,126
1,126
0.18%
PEOPLE
410
86,100
112,750
198,850
31.36%
VENTILATION CFM -
3,200
194,756
28.16%
4,900
27,081
31,982
5.04% .
INFILTRATION CFM
3,377
205.507
29.72%
DRAW FAN
2.4.38
2,438
0.38%
BLOW FAN
142
142
0.02%
SUPPLY DUCT
RETURN DUCT
RESERVE
PROJECT TOTALS
14,721
691,568
100.0%
91,000
543,168
634,168
100.00%
HEATING
CFM /SF
1.1
0.6
\110 2:7
crtv4FMu►
SFP 21 2010.
PERMITCENTER
We Build Value
a)
lllllli
0
•
7
5
iT.
03)
al
w
Q.
Co 2
Commercial T.I. Permit
9404 East Marginal Way South, Seattle, WA
Commercial T.I. Permit
Drawing Title
DESIGN CRITERIA &LOAD CAI
Revisions
No. Description Date
Drawn by
UMC
Checked by
DM
Date
August 18, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
M003
GLAZING SUMMARY
% OF
WALL
% WALL
& PART.
% OF
AREA
SYS #
1
• 15%
--
28%
2
63%
--
49%
Total
16%
16%
22%
\110 2:7
crtv4FMu►
SFP 21 2010.
PERMITCENTER
We Build Value
a)
lllllli
0
•
7
5
iT.
03)
al
w
Q.
Co 2
Commercial T.I. Permit
9404 East Marginal Way South, Seattle, WA
Commercial T.I. Permit
Drawing Title
DESIGN CRITERIA &LOAD CAI
Revisions
No. Description Date
Drawn by
UMC
Checked by
DM
Date
August 18, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
M003
AIR HANDLING UNIT SCHEDULE
•
TAG
RTU -1
SNIRVTCE
AHU -2
LOCAPON
ROOF
ROOF
LOBBY ccUNG
MANUFACNRER
TRAM
TF -107
YORK
MODEL NO.
TSCX 040
MANUFACIURER
1RAME
TYPE
DX COOLED, EVAP COOLED, GAS HEAT
RAUC 50
DX AHU
REFRIGERANT
R-410A
R-410&
SUPPLY FAN
AREA SERVED
PERFORMANCE
SHUTTLE GALLERY
/ARAN (CFM)
20.000
682.7
1.600
ESP (IN) [1]
1.5
34.8
0.5
TSP (N) [2]
4.5
REFRIGERANT TYPE / CHARGE
R-410A / 42 IBS.
FM RPM (PER)
1.699
,
1,075
SMOTE POINT ELEC. CONN
YES
YES
COMPRESSOR (1 OF 2) RLA
FAN TYPE
AIR FOIL
TOTAL UNIT- MCA
CENTRWFUGW.
FAN QW N11W EACH
1
480
1
TOTAL BHP / HP
253 / 30
3
3/4
VARIABLE SPEED DRIVE
YES
IPLV (0 MI CONDITIONS)
N
NINE
STARTER
NO
NO
COOLING COIL
--
---
DISCONNECT
NUMBER & S ZE OF COLS
1
FURNISHED/INSTALLED .
1
TOTAL CAPACITY (1
683
DItECr
45
SENSIBLE CAPACITY (MBH).
538
DIRECT
34.8
COL EAT D8/WB (DEG -F)
76.8 / 632
ICKTS
80 / 67
COL. LAT DB/WB (DEG-F)
52.1 / 51.7
2 0 1-5/8'
55 /
SUPPLY NR TO SY51Dl (DEG -F)[3]
55T
3/8'
55F
MAX. AR DP (IN PIG)
0.915-
ACCESSORIES
---
WOG FACE VELOCITY (FPM)
508
NO
--
FUAD TYPE
R-410A
NO
R-410A
YES
500
HEATING SECTION
. 500
500
NDIRECT GAS HEAT EXCHANGER •
YES
500
ELECTRIC COIL
INLET PRESSURE
7 -11' W.C.
-
GAS INPUT
700 Mbh
.25
---
GAS OUTPUT
560 Mbh
.25
EAT DB (DEG -F)
65F
--
LAT DB (DEG -F)
90.SF
1046
---
MAX. NR DP ON WG)
0.52'
1046
---
STAGES OF HEAT
FLU. 10:1 MODULATING TURNDOWN
1 0 8 KW
197 WATTS
197 WATTS
197 WATTS
EVAP. COOLED SECTION
197 WATTS
197 WATTS
WEN (GPM)
1
_-
VENTILATION
MINIMUM AIRFLOW (CFM)
3000
200
MNMLMI AIRFLOW (X)
15
120/1
ODP •
12.5
PERCENT ECONOMIZER
100%
120/1
ODP
100%
ECONOMIZER R TYPE
AJRSIDE
AIRSIDE
ODP
STARTER
FILTERS
MERV 140. / EFFICIENCY
8 / 30%
FIAtNISHED/WSTALLED
13 / 85%
FILTER THICKNESS
2'
4'
FACE VELACRY (FPM)
554
EC /EC
EC/EC
PRESSURE DROP CLEAN (IN WG)
.128'
DISCONNECT
PRESSURE DROP DIRTY (N WG)
1.0'
•
REPLACEMENT SETS OF FILTERS
NO
.
FETAL MEM
FURNISHED/INSTALLS) .
MERV NO. / EFFICIENCY
13 / 85
--
FILTER THICKNESS
4
EC/EC
-
FACE VDACTIY (FPM)
554
CONTROL METHOD
---
PRESSURE DROP CLEAN (IN WG)
.218'
DDC
DDC
PRESSURE DROP DIRTY (IN WG)
1.0'
DDC
DOC
REPLACEMENT SETS CF FILTERS
NO
'-
FURNISHED/INSTALLED
CC
CC
ELECTRICAL DATA
CC
CC
CC
SINGLE PONT POWER CONVECTION ION
PROVIDE 2 ELECT, CONNECTIONS 0 460
/ 3
YES
VOLT /PHASE
480/3
NORMAL
.CC
208 / 1
NORMAL
POWER
MN. CRC. AMPAC1Y (MCA)
CC
CC
CC
FULL LOAD MPS (FTA)
CC
COMMENTS
MAX. OVERCURRFM (MOCP)
ER (0 AM 340/360 CONTIIONS)
11.1
SEER =13
IPLV (0 ARI 340/360 CONDMONS)
15.7
-
STARIIR
WO-FACTORY
NO
FURNERED/NSTALLED
FACTORY INSTAUED
---
DISCONNECT
FACTORY INSULTED
_
YES
FURNISHED/INSTALLED
FACTORY INSTALLED
18
EC / EC
PHYSICAL DATA
18
18
18
LENGTH (N)
274
18
60
WI IN (IN)
115
14
25
HOGHT(N)- INCLUDING FACTORY CURB
or
14
21.5
OPERATING WIGHT (1.85) [4]
9200
14
250
ACOUSTICAL DATA 171
12
12
SUPPLY FM SOUND POWER LEVELS
12
12
12
12
12
OPERATING WIGHT 1
`[21
OPTIONS
50
50
INTERNAL SPRING ISOLATORS FANS
YFS
50
50
INVERTER RATED MOTORS
YES
50
NO
SMOKE DETECTOR, FAN SHUTDOWN
YES
NO
PROVIDED/INSTALLED/WIRED
EC 1• MC / EC
_
,
63 Hz
NOTES
1, 2, 3, 4, 6, 7
58
1. 3. 4
58
58
58
58
NOTES:
1. EXTERNAL. STATIC PRESSURE IS EXTERNAL TO THE UNIT AND DOES NOT INCLUDE AN ALLOWANCE. FOR DIRTY FILTERS
2. TOTAL STATIC PRESSURE INCLUDES ALL INTERNAL COMPONENTS PLUS M ALLOWANCE FOR FILTER LOADING
3. SUPPLY Al R TDIPERATURE DDJVERED TO THE AIR DISTRIBUTION SYSTEM. FAN HEAT INCLUDED.
4. CONFIRM LEFT WAND /RIGHT KW COIL CONNECD0N AND COL PULL PRIOR 10 ORDERING.
5. RAW SOUND DATA PER 8.00INE BANDS
6. PROVIDE NEOPRENE PAD BEEWEEN CONCRETE CURB MD UNB BASE
7. PROVIDE W M MOTORIZED DAMPERS, WHICH CLOSE 100% WHEN UNIT IS NOT OPERATIONAL
8. MUM OSA AIR DAMPER TO BE CONTROLLED VIA DEMAND CONTROL. VELNTIATION VIA A CARBON DIOXIDE SENSOR MOUNTED IN RA DUCT.
AIR - COOLED CONDENSER SCHEDULE
TAG
CU -1
CU -2
SNIRVTCE
GALLERY / RTU- -1
CABBY / MU-1
IACI1TION
ROOF
ROOF
TF -105
TF-106
TF -107
EQUIPMENT
TF -108
LOCATION
MANUFACIURER
1RAME
YORK
MODEL
RAUC 50
YEUD 48
REFRIGERANT
R-410A
R-410&
WS. 1
AREA SERVED
PERFORMANCE
SHUTTLE GALLERY
SHUTTLE GALLERY
TOTAL CAPACITY MBH
682.7
45
SENSIBLE MBH
537.9
34.8
COND TEMP. (DEG F)
95F '
95F
REFRIGERANT TYPE / CHARGE
R-410A / 42 IBS.
R-410A / 10 - 14 LBS.
ELECTRICAL
,
COOK
SMOTE POINT ELEC. CONN
YES
YES
COMPRESSOR (1 OF 2) RLA
22 2
MODEL N0.
TOTAL UNIT- MCA
102
14.2
VOLT
480
480
PHASE
3
3
EER (0 ART 340/360 CONDITIONS)
11.7
SEER ■ 13
IPLV (0 MI CONDITIONS)
15.7
NINE
STARTER
NO
NO
FURNISHED/WALLED
--
---
DISCONNECT
YES
YES
FURNISHED/INSTALLED .
EC / EC
EC / EC
DItECr
DIRECT
PHYSICAL •
DIRECT
DIRECT
OPERATING WIGHT
3325 LBS.
275 LBS.
ICKTS
2 0 25 TONS RCN
1
SUCTION CONNECROa
2 0 1-5/8'
7/8'
UQUD CONNECTION
2 0 7/8'
3/8'
FAN PERFORMANCE
ACCESSORIES
LOW AMBIENT FAN CONTROL
NO
NO
LEAD GMT HOT GAS BYPASS
YES
NO
CRANK CASE HEATER
YES
NOTES:
TRANSFER FAN SCHEDULE
• •
TAG
TF -101
TF-102
TF-103
TF-104
TF -105
TF-106
TF -107
TF -108
LOCATION
LEVEL 1
IEVEL 1
LEVEL 1
. LEVEL 1
LEVEL 1
LEVEL 1
LEVEL 1
WS. 1
AREA SERVED
SHUTTLE GALLERY
SHUTTLE GALLERY
SHUTTLE GALERY
SHUULE GALLERY
SHUTTLE GALLOW
SHUTTLE GALLERY
SHUTTLE GMLERY
SIMIfIE GALLERY
MANUFACTURER
COOK
COOK
COOK
COOK
COOK
COOK
COOK
COOK
MODEL N0.
GN -720
• GN -720
GN-720
GN -720
GN-720
GN-720
GN -720
GN -720
FAN TYPE
INUNE
NINE
DNLiNE
INLINE
INUNE
INUNE
INUNE
WINE
DRIVE: BELT/DIRECT
DIRECT
DIRECT
DItECr
DIRECT
DIRECT
DIRECT
DIRECT
DIRECT
COMMEN
FAN PERFORMANCE
NRFLAW (MA)
500
500
. 500
500
500
500
500
500
ESP (IN WC)
.25
.25
.25
.25
.25
.25 • •
.25
.25
FRPM
1048
1048
1046
1046
1046
1046
1046
1048
MOTOR BHP
197 WATTS
197 WATTS
197 WATTS
197 WATTS
197 WATTS
197 WATTS
197 WATTS
197. WATTS
ELECTRICAL DATA
VOLT/PHASE
120/1
120/1
120/1
ODP •
120/1
OOP
120/1
ODP
120/1
ODP
120/1
ODP
120/1
ODP
MOTOR TYPE
ODP
ODP
STARTER
FIAtNISHED/WSTALLED
EC /EC
EC/EC
EC/EC
EC/EC
EC /EC
EC /EC
EC/EC
EC/EC
DISCONNECT
•
FURNISHED/INSTALLS) .
EC/EC
EC/EC
EC/EC
EC/EC
EC EC
EC/EC
EC/EC
EC/EC
.
CONTROL METHOD
TYPE
DDC
DDC
DDC
DDC
DOC
DDC
000
DOC
FURNISHED/INSTALLED
CC
CC
CC
CC
CC
CC
CC
CC
INTERLOCK BY
.CC
CC
CC
CC
CC
CC
CC
CC
COMMENTS
PHYSICAL DATA
_
LENGTH (IN.)
18
18
18
18
18
18
18
18
WIDTH (IN.)
14
14
14
14
14
14
14
14
HEIGHT (IN).
12
12
12
12
12
12
12
12
OPERATING WIGHT 1
`[21
50
50
50
50
50
50
50
50
ACCOUS 1CAL DATAt
_
,
63 Hz
58
58
58
58
58
58
58
58
125 Hz
55
55
55
55
55
55
• 55
55 ,
250 Hz
52
52
52
52
52
52
52
52
500 Hz
37
37
37
37
37
37
37
37
1000 Hz
28
28
28
28
28
28
28
28
2000 Hz
26
26
26
26
26
26
26
26
4000 Hz
31
31
31
31
31
31
31 •
31
8000 Hz
33
. 33
33
33
33
33
33
33
LrA
48
46
46
46
48
48
48
46
d8A
31
31
31
31
31
31
31
31
SORES
1.5
1.5
1.5
1.5
1.5
1.5
1.5
•
1.5
ACCESSORIES
NOTES .
�_
1.2.3
12.3
1.2.3
1,2,3
1.2.3
1.2.3
1,2.3
1.2,3
NOTES:
1. INLET/ OULET SOUND POWER BY OCTAVE BAND
2. PROVIDE WITH VIBRATION ISOLATION
3. PROVIDE WITH FAN SPEED CONTROLLER
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NUV032010
City of Tukwila
BUILDING DIVISION
CITPOFTUKNALA
SEP 212010
PERMIT CENTER
Z
H V
V
CC et cg
W = 1-
ZssLU0♦+
�.i V
We Build Value
w
•
;T.
CU 2
•
Commercial T.I. Permit
9404 East Marginal Way South, Seattle, WA
Commercial Ti. Permit
Drawing Title
MECHANICAL SCHEDULES
Revisions
No. Description Date
Drawn by
UMC
Checked by
DM
Date
August 18, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
M100
GRILLE, REGIST8:I AND DIFFUSER SCHEDULE
EQUIP.
ID NO.
SERVICE
MANUFACTURER
MODEL
DESCRIPDON
NOTES
STYLE
MATERNL
FRAME
FACE SIZE
NECK SUE
MAX CFR
BRANCH DUCT
NC
COLOR
M
FLLOR SUPPLY DIFFUSER
TDUS
Cr 480
FLOOR
STEEL
LAY-IN
LENGTH PER PLAN X 12" WIDE
PER PLAN
300 CFM/ IF
N/A
23
WHITE.
2
RECT
RECT
: ROUND
RECT
RECT
RECT
RECT
ROUND
RECT
RECT
RECT
RECT
RECT
INSULATION TYPE
B1
LINEAR SUPPLY SLOT DIFFUSER
TINS
ML-39
4-SLOT
AUJMNUM
LAY-IN
. SEE PLANS X 8' WIDE
PER PLAN
425
12
26
WHDE
1
1.5"
1"
1.5'
3'
2
1.5"
1"
1.5'
3'
2"
3"
3'
2"
DENSITY
C1
RETURN GRILLE
TiNS
50F -
EGGCRATE
ALDMNUM
LAY -91
24x12
22X10
600
24X12
<12
WHITE
R' VALUE
C2
RETURN GRILLE
1TTUS :
50F
EGGCRAIE
ALUMINUM
LAY -IN
24x24
22X22
1200
24x24
<12
WH(iE
FACING (JACKET) .
C3 .
RETURN GRILLE
TTiUS
50F
EGGCRATE
ALLMNUM
LAY-IN
24x48
22X46
2400
24x48
<12
WHILE
REMARKS
FILTER / DRYER: R -22, UQUID UNE
SPORLAN CATCH -ALL CW- SERIES
STRAINERS
SPORLAN TYPE 6000
MOISTURE - INDICATING SIGHT GLASS
SPORLAN "SEE ALL SA SERIES
DI
RETURN GRILLE
1TTUS
35ORL
SNGLE DEF
STEEL
SURFACE
NECK +1.75'
24X12
600
24X12
26
WHfiE
D2
RETURN GRILLE
TENS
350RI
SNGIE DEF.
SLID.
SURFACE
DECK +1.75"
24x24
1200
24x24
29
WHITE
D3
RETURN GRILLE
TTRIS
35081.
SINGLE DEF
STEEL
SURFACE
NECK+1.75'
24x48
2400
24x48
32
WHITE
El
EXHAUST GRILLE
1TTt1S
35ORL •
SINGLE DEF
STEEL
SURFACE
NECK +1.75'
8X8
100
6
<10
WHITE
E2
EXHAUST GRILLE
1RUS .
35081
SINGLE DLF.
SLID.
SURFACE
NECK +1.75'
10X10
210
8
<10
WHILE
Q
DNAUST GRILLE
TflUS
35081
SINGLE DEF
STEEL
SURFACE
NECK +1.75'
12X12
375
10
10
WHITE
E4
DFWJST GRILLE
Tti1JS
350RL
SINGLE DEF
STEEL •
SURFACE
NECK +1.75"
14X14
550
12
27
WHITE
E5
DGIAUST GRLE
TUUS
35ORL
SINGLE DEF
STEEL.
SURFACE
NECK +1.75'
18X18
850
14
29
WHDE
E6
• EXHAUST GRILLE
11815
350RL. _
SNGLE DEF
$1131
SURFACE
NECK +1.75'
24X24
1875
20
33
• WHILE
J1
LINEAR RETURN SLOT DIFFUSER •
TAUS
MLR-39
4-SLOT
ALUMINUM
LAY -IN
SEE PLANS
PER PUN
--
WHf1E
NOiFS:
1. PROVIDE PLENUM CAN
2. . PROVIDE OPPOSED BLADE HAMPER
DUCT INSULATION SCHEDULE -- OFFICE W /PLENUM RETURN
DUCT FUNCTION
SUPPLY
AIR <55 DEG
SUPPLY
AIR <55 DEG
SUPPLY
AIR <55 DEG
SUPPLY
AIR <55 DEG
SUPPLY
AIR <55 DEG
RETURN
AIR
. RETURN
AIR
RETURN
AIR
RETURN
AIR
RETURN
AIR
OUTDOOR
AIR INTAKE
GENERAL
EXHAUST
INT /EXH
PLENUMS
LOCATION
INDOOR
INDOOR
INDOOR
OUTDOOR
OUTDOOR
INDOOR
INDOOR
INDOOR
OUTDOOR
OUTDOOR
INDOOR
INDOOR
INDOOR
SHAPE
RECT
RECT
: ROUND
RECT
RECT
RECT
RECT
ROUND
RECT
RECT
RECT
RECT
RECT
INSULATION TYPE
WRAP
UNED
WRAP
WRAP
LINED
WRAP
LINED
WRAP
WRAP
LINED
WRAP
WRAP
BOARD
THICKNESS
1.5"
1"
1.5'
3'
2
1.5"
1"
1.5'
3'
2"
3"
3'
2"
DENSITY
0.75 PCF
2.0 PCF
0.75 PCF
0.75 PCF
2.0 PCF •
0.75 PCF
2.0 PCF
0.75 PCF
0.75 PCF
. 2.0 PCF
0.75 PCF
0.75 PCF
3.0 PCF
R' VALUE
3.3
3.3
3.3
7.0
7.0
3.3
3.3
6.4
7.0
7.0
7.0
7.0
7.0
FACING (JACKET) .
FOIL FACED
N/A
FOIL FACED
FOIL FACED
N/A
FOIL FACED
N/A
FOIL FACED
FOIL FACED
N/A
FOIL FACED •
FOIL FACED
(11
FOIL FACED
REMARKS
FILTER / DRYER: R -22, UQUID UNE
REMARKS:
1. INSTALL EXTERNAL WRAP FROM RELIEF AIR CONTROL DAMPER OR BACKDRAFT DAMPER TO PLENUM CONNECTION
2. LINE ALL TRANSFER AIR DUCTS WITH 1', 2.0 PCF DUCT LINER
ELECTRIC WALL HEATER SCHEDULE
TAG
EQUIP.
ID NO.
SERVICE / LOCATION
MANUFACTURER
MODEL
SERVICE
PERFORMANCE
LOBBY OSA INTAKE
ELECTRICAL
NOTES
LOCATION
CFM
INPUT KW
STEPS
FAN HP
MAPS
VOLT
PHASE
UH-1
VESTIBULE / MAN ENTRY
QMARK
DSHO7A 5750
N/A
3.75
1
N/A
RUM
277
1
1, 2, 3, 4, 5
MODEL
UH -2
VESTIBULE / WEST COWL ENTRY
OMARK
DSHO7A 5750
N/A
3.75
1
N/A
PERFORMANCE
277
1 1
1, 2, 3, 4, 5
......
u J_
1. HEATER PROVIDED BY MECHANICAL CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR
2. INIEGRAL TAMPER PROOF T -STAT
3. SURFACE MOUNT INSTALLATION
4. TEMPERATURE SETPOINT 45 DEGREES
5. FINISH TO BE CONFIRMED EN ARCH ECT
LOUVER SCHEDULE
TAG
L -1
L -2
L -3
L -4
SERVICE
BLDG. RELIEF
LOBBY OSA INTAKE
BLDG. RELIEF
BLDG. RELIEF
LOCATION
WEST LDBBY WALL
WEST TABBY WAIL
WEST GALLERY WAIL
WEST GALLERY WALL
MANUFACTURER
COOK
' +
MODEL
100 ACEB
EQUIPMENT
FAN TYPE
INUNE CENT.
INUNE CENT.
DRIVE
MANUFACTURER
RUM
RUSKIN
RUSKIN
RUSKIN
MODEL
ELF - 6375 DX
ELF - 6375 DX
ELF - 8375 DX
ELF - 6375 DX
ACTUATOR TYPE
•
TEEITOMPECTION
ELECT
PERFORMANCE
PERFORMANCE
UMC WELD PROCEDURE
CFU
620
700
AIRFLOW (t130
1,600
1.600
10,000
10,000
mow (FPM)
350.9
350.9
350.9
350.9
•
NITROGEN
BHP
0.121
0.123
PHYSICAL
0.167
0.167
VOLT
120
DIMENSIONS (LxVIxH)
48 x 24 x 6
48 x 24 x 6
120 x 36 x 6
120 x 36 x 6
FREE AREA (SQ. Fr) •
4.58
4.56
28.5
as
FINISH
GALV.
GALV.
GALV.
GALV.
OPTIONS
WEIGHT
50
100
HENRY TYPE 647
MOTORIZED DAMPER
MD-1
NO
MO-3
IAD-4
. , • um DAMPER
YES
NO
GLOBE SOLDERED
EXHAUST FAN SCHEDULE
TAG
EF -1
EF -2
SERVICE
TOILET EXHAUST
ELEC. RM. EXHAUST
LOCA11ON
ROOF - 904 BLDG.
904 BLDG. ELEC. R
PIPE MATERIALS
LOCATION
LOBBY CEDING
EQUIPMENT
JOINT TYPE
GALLEIRY
MANUFACTURER
COOK
' +
MODEL
100 ACEB
! es -SQNB
FAN TYPE
INUNE CENT.
INUNE CENT.
DRIVE
BELT
BELT
wHEEL TYPE
CENTRIFUGAL
CENTRIFUGAL
WHEEL DIAMETER
N/A
CONST. CLASS
ACTUATOR TYPE
•
TEEITOMPECTION
ELECT
PERFORMANCE
UMC WELD PROCEDURE
CFU
620
700
TSP
.
0.25
RPM
1524
1508
24V
24V •
- Media (Air, Water, Aaron, Nitrogen, etc ?)
ELECTRICAL
•
NITROGEN
BHP
0.121
0.123
HP
0.167
0.167
VOLT
120
120
PHASE
1
1
DISCONNECT
SUE
48x24
FURNISHED/INSTALLED
EC / EC
EC / EC
INTERIDCK BY
ELECT. CONTRACTOR
PPCKLESS: SOLDERED
PHYSICAL
HENRY TYPE 626
WEIGHT
50
100
HENRY TYPE 647
HAND D(PANSION: SOLDERED
ACCESSO'
HENRY TYPE 629
CHARGING / PURGING: SOLDERED
. , • um DAMPER
YES
NO
GLOBE SOLDERED
• 3..
1
NOTES:
1. ELECTRICAL CONTRACTOR TO PRONDED INTERLOCK DEiWEE?1 MOTORIZED DAMPER AND EXHAUST FAN MOTOR
MOTORS DAMPER MULE
REFRIGERATION PIPING (23 2300)
ABOVE MOUND
iTBA8
MD -2
MD -3
2' + 13MALLE
SERVICE
LOBBY
RA GALLERY
RELIEF NR
PIPE MATERIALS
LOCATION
LOBBY CEDING
ASTM B280 TYPE ACR COPPER
JOINT TYPE
GALLEIRY
AWS A5.8, BAg -1 OR BAg -2 SILVER SOLDER
ATiING MATERIAL
ASME B16.22 WROUGHT
FLANGES
N/A
GASKETS
RUSKIN
RUSKIN
N/A
BOLT TYPE
MODEL.
N/A
ACTUATOR TYPE
•
TEEITOMPECTION
ELECT
ELECT
UMC WELD PROCEDURE
WED) INSPECTION (Visual, X -ray, etc ?)
INSPECTION
VOLT
24V
24V •
- Media (Air, Water, Aaron, Nitrogen, etc ?)
24V
•
NITROGEN
- Duration
1
1
2 HOURS
- Pressure (psi or ft. head)
150 PSIG OR 120% OF WORKING PRESSURE
- Responsible (City, Owner. Owner Rep., etc
?)
OWNER REP
.
SUE
48x24
160X18
VALVES - 500E
• 120x36
PPCKLESS: SOLDERED
HENRY TYPE 626
ANGLE SOLDERED
HENRY TYPE 647
HAND D(PANSION: SOLDERED
HENRY TYPE 629
CHARGING / PURGING: SOLDERED
HENRY TYPE 623
GLOBE SOLDERED
HENRY TYPE • 203
CHECK : STRAIGHT, SOLDERED
HENRY TYPE 120
MISCELLANEOUS DEVICES
SOLENOID VALVES
SPORLAN E3 OR E5 SERIES
FILTER / DRYER: R -22, UQUID UNE
SPORLAN CATCH -ALL CW- SERIES
STRAINERS
SPORLAN TYPE 6000
MOISTURE - INDICATING SIGHT GLASS
SPORLAN "SEE ALL SA SERIES
MOTORS DAMPER MULE
TAG
MD -1
MD -2
MD -3
MD-4
SERVICE
LOBBY
RA GALLERY
RELIEF NR
RELIEF AIR
LOCATION
LOBBY CEDING
GALLERY
GALLERY •
GALLEIRY
EQUIPMENT
. MANUFACTURER
RUSKIN
RUSKIN
• RUSKIN
RUSKIN
MODEL.
ACTUATOR TYPE
ELECT
ELECT
ELECT
ELECT
ELECTRICAL
VOLT
24V
24V •
24V
24V
PHASE
1
1
1
1
PHYSICAL
.
SUE
48x24
160X18
120x38
• 120x36
NOTES:
wiA
REVIEWED) FOR -
CODE COMPLIANCE
APPROVED
NOV 0 3 2010
City of Tukwila
BUILDING DIViSiON
'U.O 117
CITYOFTUKVNLA
SEP 21 2010
PERMIT CENTER
We Build Value
tIl
. a
iii di'
O ▪ d
0 i :
Tai a) s
a.
0
= C ■ ▪ 1 I'
C u. .. 4.
tC
U g . .
y E 1
ui
ci" O 0
Commercial T.I. Permit
Drawing Title
MECHANICAL SCHEDULES
Revisions
No. Description Date
Drawn by
UMC
Checked by
DM
Date
August 18, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
M101
1
tlJ
-- --__.1 i
L
0
/
/
/
I \
T
.1
I.E. = 11.03'
1.---)--
e
44" DIA. DUCT UP
BELOW GRADE DUCT TO BE
INSULATED PER WSEC
SLOPE DUCT PER
(SECTION 603.8) MECH. CODE
44° DIA. FIBERGLASS SUPPLY DUCT BELOW SLAB .E.=13.13', CONNECT
TO 48" WIDE x 48° DEEP CONCRETE TRENCH, S ARCH DWGS
/
- --
2' -0'
2' - 0 2' - 0' 2' 0'
2' -0' 2' -0' 2' -0'
2' - 0' 2' - 0' 2' - 0'
3' - 5 5/32'
2'- 49/16'
2' - 5 25/32'
UNDERGRO D - MECHANICAL PLAN
1/8" = 1'�0°
3 - 6 27/32'
1' -6
5.4
`6J
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 0 3 2010
City of Tukwila
BUILDING DIVISION,
CORI2E�TION
RECEIVED
OCT 2 2 2010
PERMIT CENTER
HIO 12,7
We Build Value
a
To
0
a)
la 'la
g
.c
O
g
a. I
(I)
w
Commercial T.I. Permit
9404 East Marginal Way South, Seattle,
Construction Documents
Drawing Title
UNDERGROUND -
MECHANICAL PLAN
Revisions
No. Description Date
PERMIT 10/19/2010
CORRECTIONS
Drawn by
Author
Checked by
Checker
Date
October 8, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
M200
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202 1 /8" = 1' -0"
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CODE COMPLIANCE
APPROVED
NOV 0 3 201U
Cltyof Tukwila
BUILDING DIVISION
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Museum of Flight
Commercial T.I. Permit
9404 East Marginal Way South, Seattle, WA
Commercial T.I. Permit
Drawing Title
LEVEL TWO -
MECHANICAL PLAN
Revisions
No. Description Date
Drawn by
Author
Checked by
Checker
Date
August 18, 2010
Project No
210022.
Consultant Project No
Owner Project No
Drawing No
M202
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120 "x36" RELIEF LOUVER
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42x70 SL RETURN AIR DUCT
TO AIR PLENUM, SEE ARCH DWG
REFER LINES
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EXIST. GAS TO REMAIN
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1 1/2 "e GAS (HP) DN
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PERMIT CENTER
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Commercial T.I. Permit
Commercial T.I. Permit
Drawing Title
ROOF PLAN -
MECHANICAL PLAN
Revisions
No. Description
Drawn by
Author
Checked by
Checker
Date
August 18, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
Date
M203
UPPORT HANGER BAND
FROM STRUCTURE
MINIMUM RADIUS OF (1.5) *(FLEX DIA)
NOTE:
ALL SUPPLY AIR DUCTWORK TO BE
INSULATED DOWN TO AND INCLUDING
DIFFUSER NECK, UNLESS OTHERWISE
INDICATED.
FLEXIBLE DUCT CONNECTION
(7' -0" MAXIMUM LENGTH).
SAME SIZE AS DIFFUSER NECK
UNLESS NOTED OTHERWISE.
M300
DIFFUSER NECK, SIZE
AS NOTED ON PLAN.
MODULAR DIFFUSER
CEILING, SEE
ARCH PLANS
CEILING DIFFUSER DETAIL
SCALE: NONE
CAULK
WALL PENETRATION, CUT
& PATCH BY G.C.
EXHAUST
LOUVER
CAULK
16 GA SHEETMETAL
SLEEVE
BACKDRAFT DAMPER (SEE NOTE 1)
BIRDSCREEN
LOUVER OPENING
PERIMETER WALL
NOTE:
1. MOTORIZED DAMPER REQUIRED IN SOME JURISDICTIONS
2. SIZE EXH LOUVER ® 1000 CFM & 45% FREE AREA
EXHAUST LOUVER
(5\\ INSTALLATION DETAIL
M300 / SCALE: NONE
SHEETMETAL
FLASHING
STRUCTURE
ABOVE
SPRING ISOLATOR
(TYPICAL)
THREADED
ROD (TYP)
MOTOR /BELT
[GUARD
OPTIONAL SOUND LINED
DISCHARGE, SEE PLANS
OPTIONAL SOUND LINED
INTAKE, SEE PLANS
SEE PLAN FOR DUCT
SIZE (TYPICAL)
MOTOR ON '-FLEX CONNECTION
ADJUSTABLE (TYPICAL) •
BASE
LINE CENTRIFUGAL FAN
SCALE: NONE
SOUTH GALLERY WALL
12"
M300
ti
RTU -1
3/8 "x3 1/2" BOLT.
OR EMBED @ 36 "O.C.
SEAL
SCREW OR LAG FAN
TO FACTORY CURB
LEVELED ROOF CURB BY
GENERAL CONTRACTOR
NOTES.
EXACT B$ AND CURB SIZE MUST BE CHECKED FROM EQUIPMENT
SUBMI . FINAL RESPONSIBILITY FOR CORRECT BDD AND CURB
SIZE LL BE INSTALLER'S
2 M• ' "IZED DAMPER REQ. IN SOME JURISDICTIONS
3 ROOFING MATERIAL TO TOP OF FAN CURB, BY G.C.
FAN BASE SIZE
OD CURB SIZE
1
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2x8 MINIMUM
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COMPRESS
SOUNDLINING •
1/2" TO SLIP
INTO BDD
UCT SIZE
BDD - 1"
ROOF OPNG
BDD + 1 1 2
SCREW OR NAIL
BDD TO ROOF
PROVIDE 1"
SOUNDLINING
FOR FIRST 10'
ON FAN INLET
FASTEN UNIT TO CURB WITH
1/4" SCREWS ® 48 "O.C.
WOOD NAILER
FACTORY CURB
"
EXHAUST FAN INSTALLATION DETAIL
SCALE: NONE
72"
ROOFING MEMBRANE AND
RIGID INSULATION (BY GC
I II
5" CONCRETE PAD (BY GC)
•
. a A
ROOFTOP UNIT CURB CONSTRUCTION DETAIL
SCALE: NONE
CAULK
WALL PENETRATION, CUT
& PATCH BY G.C.
DRAINABLE LOUVER BLADES (TYP.)
CAULK
PERIMETER WALL
16 GA SHEETMETAL
SLEEVE
BACKDRAFT DAMPER (SEE NOTE 1).
BIRDSCREEN
LOUVER OPENING
NOTE:
1. MOTORIZED DAMPER REQUIRED IN SOME JURISDICTIONS
2. SIZE INTAKE LOUVER 700 CFM & 45% FREE AREA
OSA INTAKE. LOUVER
INSTALLATION DETAIL
300 / SCALE: NONE
REVIEWED FOR
CODE COMPLIANCE
APPROVED
NOV 0 3 2010
City of Tukwila
BUILDING DIVISION
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SEP 21 2010
PERMIT CENTER
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Commercial T.I. Permit
9404 East Marginal Way South, Seattle, WA
Commercial T.I. Permit
Drawing Title
MECHANICAL DETAILS
Revisions
No. Description Date
Drawn by
UMC
Checked by
DM
Date
August 18, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
M300
t -
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RTU -1
- Level 1 (Soffit ALB.O. Roof --t -;
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56' - 5 1/16 "45:)
5a - 5 112" 7
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4Z r7D- --=_ -_ �u`-r 143' - 1 1/4" ' ==-,' l --
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1
Level - Lower Parapet
36' 7 1/2" \-'-
Low roof TOS ,
33' - 51 /2"
_ Level 2 (T)
30' -31/2" !�
-__Canopy TOS
27'- 83/4"
'1'• 7 Level 1 _
1T -91/2"
Level
17'- 91/2"
Foundation Level (T"
15' -91/2" \,I-)
11.03'
SECTION 1
M301 / 1/8" =1' -0"
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43' -31/2" -
Level - Lower Parapet (Th
36' - 7 1/2" `-Li
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L_
SLOPE @ 1% OR GREATER
SECTION 2
M301 1/8" =1' -0"
Level 2 (i
30' -31/2"
�-� Level - Lower Parapet
CD 36' - 7 1/2"
Level 2 - - -- - -- - --
3112"
/—
70 "x42" SL RETURN
AIR DUCT
Level 1 (Soffit 56'---5
Entry)
.o. Lobby Parapet ^0 /- J
43' - 1 1/4"
iLevel - Lower Parapet (-
36' - 7 1/2"
(rh, Ler--?i Level 1
t, ?./ 1,.t 5.17 - 9 1 /2" .
-T) Level 1
17 - 9 1/2"
Level 2
30' -31/2 � )
3 RETURN AIR PLENUM SECTION
301 1 /4" =1' -0"
Low roof TOS
33' - 51/2° 1'
38 "x10 5 FT.
LONG DISCHARGE
36 "x36" RA GRILLE
E7
Level 2 (1\
30'- 31/2" \1)
_Canopy TOS ..
27' - 8 3/4"
Foundation Level ;�
15' - 9 1 /2" `�tj
Immo
4 TRANSFER FAN SECTION
M301 / 1/4" =1' -0"
3
REVitwtu t-OR
CODE COMPLIANCE
APPPfVED
1\u4 0 3 ZUNI
City of Tukwila
BUILDING DIVISION
Level - SSG T.O. Roof (14._)
91' - 9 1 /2" 1�
INSULATED BLANK
OFF PANEL
BIRD /INSECT
SCREEN
l0 -12.7
RECEIVED
OCT 2 2 2010
PERMIT CENTER
5 RELIEF GRILLE SECTION
M301
1/4" =1' -0"
4
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Commercial T.I. Permit
9404 East Marginal Way South, Seattle, WA
Construction Documents
Drawing Title
SECTIONS AND
ELEVATIONS
Revisions
No. Description Date
PERMIT 10/19/2010
CORRECTIONS
Drawn by
Author
Checked by
Checker
Date
October 8, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
M301
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REFERENCE DRAWINGS
SO. *%
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S2.e*
S3.*
S4.**
S5. **
S6.**
CODE V1%dli i 'O
COMPLAKir
naDnWrpr;
lUIt1
City of Tukwila
BUILDING DIVISION
ABBREVIATIONS, DRAWING SYMBOLS, GENERAL NOTES
LOAD MAPS
PLANS
ELEVATIONS
TYPICAL DETAILS AND SCHEDULES
SECTIONS AND DETAILS
904 BUILDING ELEVATIONS AND DETAILS
NOTES
1. REFERENCE ROOF ELEVATION IS 33' -11 ". REFERENCE TOP OF
STRUCTURAL STEEL IS 51/2 INCHES BELOW THE REFERENCE
FLOOR ELEVATION.
2. STEEL SLOPES UNIFORMLY BETWEEN GIVEN TOP OF STEEL
ELEVATIONS. WHERE BEAMS OR BEAMS AND COLUMNS INTERSECT,
MATCH TOP OF STEEL UNLESS NOTED OTHERWISE.
3. THE STRUCTURAL SLAB IS 2%2 INCHES OF CONCRETE ON
3 -INCH COMPOSITE STEEL DECK. REINFORCE WITH
WWF 6x6- W2.9xW2.9. DIAPHRAGM REINFORCING SHOWN ON
THE PLAN AND IN THE TYPICAL DETAILS IS IN ADDITION
TO THIS REINFORCING.
LAP REINFORCING LSB AT CONTRACTOR'S OPTION.
5. SEE BRACED FRAME ELEVATIONS FOR BEAM SIZES NOT INDICATED
ON PLANS.
6. "BF" INDICATES BRACED FRAME FOR THE SLRS. SEE S303 - S310
FOR ELEVATIONS AND DETAILS
7. "DS" INDICATES DRAG STRUT FOR THE SLRS.
RECEN�,D,
CITY OFTU LA
OCT 01 2010
PERMIT CENTER
INCOMPLETE
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Drawing Title
LEVEL 2 PLAN
Revisions
No. Description Date
Drawn by
SRT
Checked by
GSB
Date
August 18, 2010
Project No
210022
Consultant Project No
Owner Project No
Drawing No
S -202
Structural + Civil Engineers