HomeMy WebLinkAboutPermit M12-106 - WESTFIELD SOUTHCENTER MALL - HVACWESTFIELD MALL
HVAC
2800 SOUTHCENTER MALL
M12 -106
City Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www.TukwilaWA.gov
MECHANICAL PERMIT
Parcel No.: 9202470010
Address: 2800 SOUTHCENTER MALL TUKW
Project Name: WESTFIELD MALL - HVAC
Permit Number: M12 -106
Issue Date: 07/19/2012
Permit Expires On: 01/15/2013
Owner:
Name: WESTFIELD PROPERTY TAX DEPT
Address: PO BOX 130940 , CARLSBAD CA 92013
Contact Person:
Name: DARLA DOLL
Address: 7717 DETROIT AV SW , SEATTLE WA 98106
Email: DARLA.DOLL @MACMILLER.COM
Contractor:
Name: MACDONALD /MILLER FAC SOL INC
Address: PO BOX 47983 , SEATTLE, WA 98106
Contractor License No: MACDOFS980RU
Phone: 206 -768 -4278
Phone: 206 - 768 -4180
Expiration Date: 12/31/2012
DESCRIPTION OF WORK:
REPLACE (3) PENTHOUSE BUILT -UP UNITS WITH PACKAGED ROOF TOP A/C UNITS
Value of Mechanical: 435,495.00
Type of Fire Protection: UNKNOWN
Electrical Service Provided by:
Permit Center Authorized Signature:
I hereby certify that I have read and ex
governing this work will be complied
Fees Collected: $4,518.56
International Mechanical Code Edition: 2009
Date:
min: d this permit and know the same to be true and correct. All provisions of law and ordinances
th, ' hether specified herein or not.
The granting of this permit does not pres to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the performance of work. I am authorized to sign and obtain this mechanical permit and agree to the conditions on the
back of this permit.
Signature:
Print Name:
Date: 7/� l /1
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
M12 -106 Printed: 07 -19 -2012
PERMIT CONDITIONS
Permit No. M12 -106
1: ** *BUILDING DEPARTMENT CONDITIONS * **
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center
(206/431- 3670).
4: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to
start of any construction. These documents shall be maintained and made available until final inspection approval is
granted.
5: The special inspections for steel elements of buildings and structures shall be required. All welding shall be done by
a Washington Association of Building Official Certified welder.
6: When special inspection is required, either the owner or the registered design professional in responsible charge,
shall employ a special inspection agency and notify the Building Official of the appointment prior to the first
building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner.
7: A final report documenting required special inspections and correction of any discrepancies noted in the inspections
shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special
inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection
approval.
8: Readily accessible access to roof mounted equipment is required.
9: 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.
10: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary
sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other
excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of
this requirement.
11: Manufacturers installation instructions shall be available on the job site at the time of inspection.
12: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the City of Tukwila
Building Department (206- 431 - 3670).
13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of,
any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits
presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila
shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the
Building Official from requiring the correction of errors in the construction documents and other data.
15: ** *FIRE DEPARTMENT CONDITIONS * **
16: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
17: 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 #2328)
18: 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)
doc: IMC -4/10
M12 -106 Printed: 07 -19 -2012
19: Remote indicator lights are reild on all above ceiling smoke detectors. (COirdinance #2328)
20: Duct smoke detectors shall be capable of being reset from a single point near the alarm panel. (City Ordinance #2328)
21: Duct detectors shall send a supervisory signal only upon activation. (City Ordinance #2328)
22: 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 #2328) (IFC
104.2)
23: An electrical permit from the City of Tukwila Building Department Permit Center (206- 431 -3670) is required for this
project.
24: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2327 and
#2328)
25: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
26: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
doc: IMC -4/10
M12 -106 Printed: 07 -19 -2012
CITY OF TUKWILA
Community Development Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
htto://www.ci.tukwila.wa.us
Mechanical Permit No. [ t 1)-
Project No.
(For office use only)
MECHANICAL PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
* *please print **
SI-TE LOCATION
King Co Assessor's Tax No.: 359700 -0245
Site Address: 2800 SOUTHCENTER PKWY TUKWILA, WA 98188 Suite Number: ROOF
Tenant Name: WESTFIELD SOUTHCENTER - PH 1
Property Owners Name: WESTFIELD PROPERTY
Mailing Address: 2800 SOUTHCENTER PARKWAY
New Tenant:
Floor: ROOF
❑ Yes m .. No
TUKWILA
WA 98188
City
State
Zip
CONTACTyERSON — who do we contact when your permit is ready to be issued
Name: DARLA DOLL
Mailing Address: 7717 DETROIT AVE SW
Day Telephone: (206) 768 -4278
SEATTLE WA
98106
E -Mail Address: DARLA.DOLL @MACMILLER.COM
City State
Fax Number: (206) 7 8 -4279
Zip
MECHANICAL CONTRACTOR INFORMATION
Company Name: MACDONALD MILLER
&cD-- O\ 2 Z'
Mailing Address: 7717 DETROIT AVE SW
SEATTLE
WA 98106
Contact Person: DARLA DOLL
E -Mail Address: DARLA.DOLL @MACMILLER.COM
Contractor Registration Number: MACDOFS980RU
City State
Day Telephone: (206) 768 -4278
Fax Number: (206) 768 -4279
Expiration Date: 12/31/2012
Zip
ARCHITECT OF RECORD —.All plans must be stamped by architect of record
Company Name: N/A
Mailing Address:
Contact Person:
E -Mail Address:
City
Day Telephone:
Fax Number:
State
Zip
ENGINEER OF RECORD - All plans must be stamped by engineer of record
Company Name: MACDONALD MILLER
Mailing Address: 7717 DETROIT AVE SW
Contact Person: STEVE HARGROVE
SEATTLE
WA
98106
E -Mail Address: STEVE.HARGROVE @MACMILLER.COM
H:Wpplications \Forms- Applications On Line \2010 Applications \7.2010 - Mechanical Permit Apphcauon.doc
Revised: 7-2010
bh
City State
Day Telephone: (206) 768 -4000
Fax Number: (206) 768 -4001
Zip
Page 1 of 2
Staff Initials: J�-an 1
•
Valuation of project (contractor's bid price): $ 435,495.00
Scope of work (please provide detailed information): REPLACE (3) PENTHOUSE BUILT UP UNITS WITH PACKAGED
ROOF TOP AC UNITS.
Use: Residential: New ❑ Replacement ❑
Commercial: New ❑ Replacement
Fuel Type: Electric
Gas
Other:
Indicate type of mechanical work being installed and the quant'ty below:
Unit'iType: -
Qty
°:Unit Type: -
Qty
Unit Type:
Qty
Bioler /Compressor '
Qty
furnace <100k btu
air handling unit
>10,000 cfm
3
fire damper
0 -3 hp /100,000 btu
furnace >100k btu
evaporator cooler
diffuser
3 -15 hp /500,000 btu
floor furnace
ventilation fan connected
to sin : le duct
thermostat
15 -30 hp /1,000,000
btu
suspended/wall/floor
mounted heater
ventilation system
wood/gas stove
30 -50 hp /1,750,000
btu
appliance vent
hood and duct
emergency
generator
50+ hp /1,750,000 btu
repair or addition to
heat/refrig/cooling system
Incinerator — domestic
ethe meical
equipp menchant
air handling unit <10,000
cfm
incinerator — comm/ind
PERMIT.APPLICATION- NOTES
Value of construction — in all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the permit center to comply with current fee schedules.
Expiration of plan review — applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The building official may grant one extension of time for additional periods not to exceed 90 days each. The extension shall be requested in writing
and justifiable cause demonstrated. Section 105.3.2 international building code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING ONE
Signature:
HORIZED A
DARLA DOLL
Print Name:
Date: 07/09/2012
Day Telephone: (206) 7684278
Mailing Address: 7717 DETROIT AVE SW SEATTLE WA 98106
State
Date Application Accepted: ()1
City
Zip
Date Application Expires:
H:\Applications\Fonns- Applications On Line\2010 Applications \7 -2010 - Mechanical Permit Application.doc
Revised: 7.2010
bh
• •
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -43 1 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.TukwilaWA.gov
RECEIPT
Parcel No.: 9202470010 Permit Number: M12 -106
Address: 2800 SOUTHCENTER MALL TUKW Status: PENDING
Suite No: Applied Date: 07/09/2012
Applicant: WESTFIELD SOUTHCENTER MALL Issue Date:
Receipt No.: R12 -02069
Initials: WER
User ID: 1655
Payment Amount: $4,518.56
Payment Date: 07/09/2012 01:18 PM
Balance: $0.00
Payee: MACDONALD MILLER FACILITY SOLUTIONS
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 3368 4,518.56
Authorization No.
ACCOUNT ITEM LIST:
Description
Account Code Current Pmts
MECHANICAL - NONRES 000.322.102.00.00
PLAN CHECK - NONRES 000.345.830
Total: $4,518.56
3,614.85
903.71
doc: Receiot -06 Printed: 07 -09 -2012
INSPECTION RECORD-
Retain a copy with permit,,
INSPECTION NO PERMIT NO
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila: WA 98188 bb (206) 431 -3670
Permit Inspection Request Line (206) 431 -2451 ry `
Proje t:
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Type of Inspection.: :
3 t.NAV -t . .SLJt JJ A r
Address: '
- a9 0 S c -.-•Ak (
Date Iled:
■-•
.
Instructions:
Date Wanted:
//
'r
�ro,
p m
Requester:
P hone No:
Approved per applicable codes. E] Corrections required prior to approval.
COMMENTS:
D erM` r- LocAAP P 1
Inspect::
,k
n REINSPECTION FEE REQUIREIPrior to next inspection fete must -be
paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule,reinspection :':
Date
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
i I L- (Q ca
PERMIT NO..
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd_, #100, Tukwila: WA 98188 i (206) 431 -367
Permit Inspection Request Line (206) 431 -2451
Project: ��It A� t 1 ,
TYpenst
/../ A(
Address: `Date
28-0 0 5C f
Called:
Special Instructions: ,
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Date Wanted:
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P:m:
Requester:
Phone No: _ S r%
i-
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
A 1P,Pa1 l_S�.. �. c� c,JA_
'14 krIA A- if're -..R.
ti
Insp'ector:
Date
n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid 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 IF_ (206) 431-3670
Permit Inspection Request Line (206) 431-2451,-- '
rYlt 27 I:0L
Project:
VU tf) bi- 1 Lc, 0"\A 11
Type of Inspection: •
1-'2, Cr1 i _ei, \'• - IN, j
Address:
.a-4300 c3o CI %.1 -\ 'YNI A t 1
Date Called:-
N.5.
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Special Instructions:
-,,
. ,
Date Wanted:
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1/4.... .....:,
Requester:
,3)
p if-- , i., ,- -, ,4/21,1. #70-71
Phone No:
je,e
7'
k- e:42-44,4,471.4_, A.., /g lei-, DI _ A...4.2.7,
• EI Approved per applicable codes.
Corrections required,prior to approval.
COMMENTS: / ) /0,691,/ 4voe2wi:/ie9zi.-
e4-14.-I't; A ;C:n /:::i 49'2,9611-_-- e,,ore
___ ..,
Ait/4..c. /..,e3f1/. •49
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p if-- , i., ,- -, ,4/21,1. #70-71
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On f-'1_ ) 4,1 cf7'
4 ./7,,,)-7 go:An-7i ilt-
1
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InspectoVi td"
"141/
Date:
• n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
INSPECTION NUMBER
INSPECTION RECORD
Retain a copy with permit
y'7 /2 -ivG
/Z -F - /8G
PERMIT NUMBERS
CITY OF TUKWILA FIRE DEPARTMENT
444 Andover Park East, Tukwila, Wa. 98188 206 - 575 -4407
Project: t.✓e5447-14 s .c. Pi-144 ,..c. •
Type of Inspection:
H- ✓'4 c.. S h i- Pc-,44....-. S .
Address: 2 pvv
Suite #:
se-,y/k4, r
Contact Person:
Special Instructions:
OK
Phone No.:
wG c z z. _ c S` r.
Approved per applicable codes.
Corrections required prior to approval.
COMMENTS:
Sprinklers:
-,,,
Fire Alarm:
Hood & Duct:
Pee 4- 14 LJUrc.- 7
OK
P° °111 H/ »..ISG( &iC
/
�.rs7�uLESL0)
0 1 (
! ✓<ce-. ' ki6 f--,- ..
O/L.
mow. thicc),,c p K
AV L-C.# 41,44.
o e-
/Yee 7;- 7 G- s.;
"1-
1:Y4A5- �,/ s,y.i
o)4.
Needs Shift Inspection:
Sprinklers:
-,,,
Fire Alarm:
Hood & Duct:
/
Monitor:
Pre -Fire:
/
Permits:
Occupancy Type:
Inspector:
rms- 3
Date:
g/z 7 / Z
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:
Company Name:
Address:
City:
State:
Zip:
Word /Inspection Record Form.Doc
6/11/10
T.F.D. Form F.P. 113
August 23, 2012
STRUCTURAL REPORT
MacDonald Miller
Mechanical Equipment Support
Seismic Attachment of Unit
To Structural Framing
Tt-
LURID WRIGHT OPSAHL
T R U C T U R E N G I N E E R S
8/23/2012 4r
1201 1st Avenue South, Suite 310, Seattle, WA 98134 • 206.402.5156 • www.lwo- se.com
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LUND WRIGHT OPSAHL
T R U C T U R A L E N G I N E E R S
1201 1st Ave, S i Suite 310 j Seattle, WA 98134
www Iwo•se,corn I Tel: 206,402 5156
M�11�N1
Project No
Designer µKI
Date 947-7-)12
Sheet
TABLE 4 -1
RECTANGULAR DUCT HANGERS
MINIMUM SIZE
MAXIMUM
HALF OF
DUCT
PERIMETER
Pair at 10 ft Spacing
Pair at 8 ft Spacing
r
Pair at 5 ft Spacing
Pair at 4 ft Spacing
STRAP
WIRE/
ROD
STRAP
WIRE/
ROD
STRAP
WIRE/
ROD
STRAP
WIRE/
ROD
P/2 = 30"
1" x22 ga.
10 ga.
(.135 ")
1" x 22 ga.
10 ga.
(.135 ")
1" x 22 ga.
12 ga.
(.106 ")
1" x 22 ga.
12 ga.
(.106 ")
P/2 = 72"
1"x 18 ga.
3/8"
1" x 20 ga.
1/4"
1" x 22 ga.
1/4"
1" x 22 ga.
1/4"
P/2 = 96"
1" x 16 ga.
3/8"
1" x 18 ga.
3/8"
1" x 20 ga.
3/8"
1" x 22 ga.
1/4"
P/2 = 120"
1 1/2" x 16 ga.
1/2"
1" x 16 ga.
3/8"
1" x 18 ga.
3/8"
1" x 20 ga.
1/4"
P/2 = 168"
1 1/2" x 16 ga.
1/2"
1 1/2" x 16 ga.
1/2"
1" x 16 ga.
3/8"
1" x 18 ga.
3/8"
P/2 = 192"
Not Given
1/2"
1 1/2" x 16 ga.
1/2"
1" x 16 ga.
3/8"
1" x 16 ga.
3/8"
P/2 = 193" up
SPECIAL ANALYSIS REQUIRED
WHEN STRAPS ARE LAP JOINED
USE THESE MINUMUM FASTENERS:
1" x 18, 20, 22 ga. -two #10 or one 1/4" bolt
1" x 16 ga. -two 1/4" dia.
1 1/2" x 16 ga. -two 3/8" dia.
Place fasteners in series, not side by side.
SINGLE HANGER MAXIMUM ALLOWABLE LOAD
STRAP
WIRE OR ROD (Dia.)
1" x 22 ga.- 260 lbs.
1" x 20 ga.- 320 lbs.
1" x 18 ga.- 420 lbs.
1" x 16 ga.- 700 lbs.
1 1/2" x 16 ga.- 1100 lbs.
0.106 " - 80 lbs.
0.135 " - 120 lbs.
0.162 " - 160 lbs.
1/4 "- 270 lbs.
3/8 "- 680 lbs.
1/2 "- 1250 lbs.
5/8 "- 2000 lbs.
3/4 "- 3000 lbs.
NOTES:
1. Dimensions other than gage are in inches.
2. Tables allow for duct weight, 1 Ib. /sf insulation weight and normal reinforcement and trapeze weight,
but no external loads!
3. For custom design of hangers, designers may consult SMACNA's Rectangular Industrial Duct
Standards, the AISI Cold Formed Steel Design Manual and the AISC Steel Construction Manual.
4. Straps are galvanized steel; other materials are uncoated steel.
5. Allowable loads for P/2 assume that ducts are 16 ga. maximum, except that when maximum duct
dimension (w) is over 60" then p/2 maximum is 1.25 w.
6. For upper attachments see Fig. 4 -2.
7. For lower attachments see Fig. 4-4.
8. For trapeze sizes see Table 4 -3 and Fig. 4 -5.
9. 12, 10, or 8 ga. wire is steel of black annealed, bright basic, or galvanized type.
- [6
4.6 HVAC Duct Construction Standards Metal and Flexible - Second Edition
FILE COPY
Structural Analysis Report Permit No.,
Site Number: 12- 125 -01
June 29, 2012
STRUCTURAL REPORT
MacDonald Miller
Mechanical Equipment Support
Westfield Mall
Tukwila, WA
Project Number -12- 122 -01
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 17 2012
City of Tukwila
BUILDING DIVISION
LUND WRIGHT OPSAHL
S T R U C T U R A L E N G I N E E R S
6/29/2012
MIS -10lag
RECEIVED
JUL 09 2012
PERMIT CENTER
1201 1 "` Avenue South, Suite 310, Seattle, WA 98134 . 206.402.5156 • www.lwo- se.com
•1
LUND WRIGHT OPSAHL
S T R U C T U R A L E N G I N E E R S
STRUCTURAL REPORT
Client: MacDonald Miller
Site Name: Westfield Mall Mech Unit Suport
Project Number: 12- 122 -01
Address: Tukwila, WA
(47.46,- 122.26)
PROJECT DESCRIPTION:
MacDonald Miler is switching out 3 roof top units for newer heavier units.
ANALYSIS:
The purpose of this analysis is to determine if the existing structure is structurally adequate to support the
proposed loadings and provide any recommendations for modification in order to bring the structure into
compliance if needed. The structure has been analyzed in accordance with the 2009 International
Building code. The additional design criteria used in our analysis is as follows:
RESULTS:
Existing Roof: ; Structural) Ade . uate
Equipment Support: ( Designed per Code
Please refer to calculations for structural analysis supporting the above results as well as the conclusions
section below for additional comments.
We trust this addresses your concerns. Please contact us if there are any questions.
CONCLUSION:
To the best of our knowledge and belief, the existing structure with the proposed loading as listed in
above is in satisfactory compliance with the requirements of the specifications, codes and agencies
having jurisdiction over the work.
Prepared By: Megan Isbell, E.I.T.
Checked By: Pete Opsahl, P.E., S.E.
Dated: June 29, 2012
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S T R U C T U R A L E N G I N E E R S
1201 1st Ave. S 1 Suite 310 1 Seattle, WA 98134
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S T R U C T U R A L E N G I N E E R S
1201 1st Ave. S ( Suite 310 ( Seattle, WA 98134
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S T R U C T U R A L E N G I N E E R S
1201 1st Ave. S Suite 310 1 Seattle, WA 98134
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S T R U C T U R A L E N G I N E E R S
1201 1st Ave. 5 ( Suite 310 I Seattle, WA 98134
www.lwo- se.com 1 Tel: 206.402.5156
Project
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Project No.
Designer 1• `PA∎
Date ! ZSi' `„
Sheet O
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.4587916666
Longitude = - 122.2582583333
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.05 deg grid spacing
Period Sa
(sec) (g)
0.2 1.425 (Ss, Site Class B)
1.0 0.488 (S1, Site Class B)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.4587916666
Longitude = = 122.2582583333
Spectral Response Accelerations SMs and SM1
SMs =Fax Ss and SM1 =FvxS1
Site Class D - Fa = 1.0 ,Fv = 1.512
Period Sa
(sec) (g)
0.2 1.425 (SMs, Site Class D)
1.0 0.738 (SM1, Site Class D)
Conterminous 48 States
2005 ASCE 7 Standard
Latitude = 47.4587916666
Longitude = - 122.2582583333
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.0 ,Fv = 1.512
Period Sa
(sec) (g)
0.2 0.950 (SDs, Site Class D)
1.0 0.492 (SD1, Site Class D)
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LUND WRIGHT OPSAHL
STRUCTURAL ENGINEERS
1201 1st Ave. S 1 Suite 310 l Seattle, WA 98134
www.lwo-se,com 1 TeL 206.402.5156
Project SWIM CENTE'rx.
tAcc4 \)N fl
Project No.
Designer
Dale Le zs— hz
Sheet °
"kW COOKOCOPI
PLAN REVIEW /ROUTING SLIP
ACTIVITY NUMBER: M12 -106 DATE: 07 -09 -12
PROJECT NAME: WESTFIELD MALL
SITE ADDRESS: 2800 SOUTHCENTER MALL
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
Dullding- Division -411H 4r*ePrevention sr Planning Division
Public Works
Structural
Permit Coordinator
1'
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
[xr
Incomplete
DUE DATE: 07 -10 -12
Not Applicable
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
TUES /THURS ROUTING:
Please Route X Structural Review Required
REVIEWER'S INITIALS:
No further Review Required
DATE:
APPROVALS OR CORRECTIONS:
Approved
Notation:
Approved with Conditions
DUE DATE: 08-07-12
Not Approved (attach comments)
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
Contractors or Tradespeople P; ter Friendly Page
Page 1 of 2
General /Specialty Contractor
A business registered as a construction contractor with L81 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 MACDONALD /MILLER FAC SOL INC UBI No. 602254260
Phone 2067684180 Status Active
Address Po Box 47983 License No. MACDOFS980RU
Suite /Apt. License Type Construction Contractor
City Seattle Effective Date 12/31/2002
State WA Expiration Date 12/31/2012
Zip 98106 Suspend Date
County King Specialty 1 General
Business Type Corporation Specialty 2 Unused
Parent Company
iated Licenses
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
DIVCOI *988RC
DIVCO
INCORPORATION
Construction
Contractor
General
Unused
12/3/2002
11/7/2012
Active
LINFOAR980QG
LINFORD AIR 8
REFRIGERTN INC
Construction
Contractor
General
Unused
11/7/2002
11/7/2004
Archived
ENCOMMS984CA
ENCOMPASS
MECHANICAL
SERVICES
Construction
Contractor
General
Unused
2/1/2002
2/1/2004
Archived
MACDOMR026RU
MACDONALD MILLER
RSDNTL INC
Construction
Contractor
General
Unused
12/31 /1998
12/31/2001
Archived
DIVCOI *031L4
DIVCO INC
Construction
Contractor
General
Unused
6/24/1997
8/1/2003
Archived
MACDOMR0760P
MACDONALD MILLER
RESIDENTIAL L
Construction
Contractor
General
Unused
9/17/1993
12/30/1998
Archived
DIVCOEC188LC
DIVCO ENERGY
CONTROL COMPANY
Construction
Contractor
General
Unused
6/3/1982
5/26/1997
Archived
MACDOM *248J9
MACDONALD MILLER
CO
Construction
Contractor
General
Unused
4/29/1976
2/1/2002
Archived
Business Owner Information
Name
Role
Effective Date
Expiration Date
GOUGH, DAVID ANTHONY
Director
12/29/2010
HOEL, STEPHANIE W
Member
05/14/2010
SIMONDS, DERRICK R
President
05/14/2010
WEBSTER, MARK E
Vice President
05/14/2010
https://fortress.wa.gov/lni/bbip/Printaspx
07/19/2012
LREVISIONS
No changes shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NO NOT Z: Revisions will require a new plan submittal
and may include additional plan review fees.
PACKAGED GAS /ELEC AtR CONDITIONING UNIT,SCHEDULE!
UNIT
NO. MFG & MODEL NO.
RTU-1 TRANE YCH480B4
NOM ,
TONS
40.0
50.0
GAS HEAT MBH ;
L INPUT j OUTPUT CFM ESP
750 607 16600 ! 1.5
FAN
HP
15.0
OSA ! EER/ ELECTRICAL WT
NOTES
NEW, 1 -7
CFM SEER IPLV VOLT /PH . MCA ■ LBS i
4000 10.3 I 10.5 j 460/3 104 5700
RTU-6 TRANE YCH600B4
750 i 607 19400 • 1.5
20.0 4900 10.3 j 10.5 460/3 125 , 6150
• NEW, 1 -7
RTU -7 TRANE YCH600B4
50.0 750 607 19400 1.5
20.0 4900 10.3 I 10.5 I 460/3 125 6150 NEW, 1 -7
NOTES:
1. EC TO PROVIDE DISCONNECT AND REQUIRED
2. FACTORY OPTIONS TO INCLUDE:
- HIGH MODULATING GAS HEAT
- HORIZONTAL SUPPLY AND RETURN
- 100% POWER EXHAUST WITH STRATITRAC
- 2" MERV 8 HIGH EFFICIENCY, THROWAWAY
- 0- 100% ECONOMIZER, REFERENCE ENTHALPY
- DISCHARGE TEMP CONTROL W/ VFD W/ BYPASS
- SERVICE VALVES, VENTILATION OVERRIDE,
- LONTALK COMMUNICATION INTERFACE
3. FIELD TO INSTALL RETURN AIR SMOKE DETECTOR
4. UNIT TO BE SUPPORTED PER STRUCTURAL
5. UNIT TO BE INTEGRATED WITH MALL ANDOVER
6. PROVIDE ROOF CURB. ROOFING BY RAINER
7. UNIT TO USE REDUCED AIRFLOW BASED ON
POWERING WIRING.
FILTER
CONTROL W/ LOW LEAK FRESH AIR DAMPER
HINGED SERVICE ACCESS, CONDENSER COIL GUARDS
AND INTEGRATE TO SHUT DOWN UNIT UPON
ENGINEERS CALCS & DETAILS.
CONTROLS.
PACIFIC ROOFING
SPACE THERMOSTAT HEATING AND COOLING DEMAND
1
FIRE EVENT.
TO A MAXIMUM OF 75 PERCENT OF PEAK.
-UNIT
NO.
MFG & MODEL NO.
CU -1 j TRANE CA -4008
-r-
CU-6A ;(
i --
CU -7A TRANE CA -3008
CU -6B
TRANE CA -3008
TRANE CA -3008
C OLED CONDE SJNG UNIT:
NOM COOL EER/
TONS SEER
40
30
30
30
ELECTRICAL
VOLT /PH FLA CONTROL
WT
LBS
NOTES
208/3 13.4
208/3 8.6
208/3 8.6
208/3 8.6
1540 DEMO, 1,2
-- 1250 DEMO, 1,2
• 1250 DEMO, 1,2
- 1250 DEMO, 1,2
CU -7B
TRANE CA -3008
30
208/3 8.6
1250
DEMO, 1,2
NOTES:
1. DEMO EXISTING UNIT AND ASSOCIATED AIR HANDLING UNIT.
2. PROPERLY DISPOSE OF EXISTING UNIT AND REFRIGERANT.
UENCE.OF OPEF
RTU -1, 2, & 3 - ROOFTOP PACKAGED GAS /ELECTRIC UNIT
SERVES: MALL OPEN AREAS
CONTROL TYPE: DDC SYSTEM
SETPOINTS: MATCH EXISTING MALL SCHEDULES
DDC SYSTEM INTERFACE: YES, SYSTEM TO INTERFACE WITH ANDOVER FRONT END.
NOTES: UNITS TO OPERATE AS A SINGLE ZONE VAV WHICH WILL MODULATE THE FLOW TO PROVIDE UP TO 75% LESS AIR TO CONTROL HEATING AND COOLING TEMPERATURE.
SUMMARY: UNITS TO OPERATE DURRING MALL OCCUPIED HOURS TO PROVIDE CONDITIONING AND OUT SIDE AIR TO MALL OPEN SPACE
ECONOMIZER: UNIT SHALL BE EQUIPED WITH AN AIR SIDE ECONOMIER TO BE FIRST STAGE OF COOLING AND SHALL BE CAPABLE OF PROVIDING PARTIAL COOLING.
OPTIMUM START CONTROLS: UNITS SHALL BE EQUIPED WITH CONTROLS TO ADJUST THE START TIME OF THE UNIT TO BRING THE SPACE UP TO TEMPERATUER IMMEDIATELY BEFORE SCHEDULE
OCCUPANCY.
GAS HEAT: GAS HEAT SHALL BE FULLY MODULATING TO MAINTAIN A MINIMUM DISCHARGE TEMERPATURE OF 85 DEG F (USER ADJUSTABLE).
DEMAND CONTROL VENTILATION: THE UNIT SHALL BE EQUIPED WITH A CO SENSOR WHICH WILL MODULATE THE SUPPLY CFM.
SEQUENCE:
OCCUPIED HOURS: RTU -1, 2, & 3 ON
NON - OCCUPIED HOURS: RTU -1, 2, & 3 OFF
Thursday, July 05, 2012 8:42:20
ru".
DUCT LEGEND
DESCRIPTION
BARE SHEETMETAL
SYMBOL
SOUNDLINE SHEETMETAL (1" LINING)
14/12
14/12 SL
DESCRIPTION
SYMBOL
ROUND SHEETMETAL WRAPPED W/ INSULATION (2 ")
CLEANROOM QUALITY DUCTWORK
120W
14/12 C
SHEETMETAL WRAPPED W/ INSULATION (2 ")
14/12 W
BARE FLAT OVAL SHEETMETAL
14/12e-
BARE ROUND SHEETMETAL
120
FLAT OVAL FLAT SHEETMETAL W/ INSULATION (2 ")
14/1249-W
EXPOSED QUALITY SHEETMETAL
EXAMPLE OF NEW
EXAMPLE OF DEMO
EXAMPLE OF EXISTING
14/12 Q
14/12
DUCTBOARD (1" FIBERGLASS)
14/12 DB
X x x x x x x x
1 x x x x x x x x
EXAMPLE OF NOT IN CONTRACT (NIC)
FLEX DUCT
14/12
FLEX CONNECTOR
14 12_
SYMBOL
FSD -1 1>
FSD -2 1
FSD -3
FSD -4
FSD -5
FSD -6
SD -1
SD -2
MD -1
MD -2
SCD -1
DESCRIPTION - POWERED
1 1/2 HOUR FIRE /SMOKE DAMPER: LOW VELOCITY, VERTICAL OR
HORIZONTAL, 3 -V BLADE,LEAKAGE CLASS 2, 120V ACTUATOR, 2
POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK
FSD 212 OR EQUAL.
1 1/2 HOUR FIRE /SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL
OR HORIZONTAL, AIRFOIL BLADE, LEAKAGE CLASS 2, 120V
ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK,
GREENHECK FSD 312 OR EQUAL.
3 HOUR FIRE /SMOKE DAMPER: LOW VELOCITY, VERTICAL OR
HORIZONTAL, 3V BLADE, LEAKAGE CLASS 2, 120V ACTUATOR, 2
POSITION, FAIL CLOSED, 165° F FUSABLE LINK, GREENHECK
FSD 231 OR EQUAL.
3 HOUR FIRE /SMOKE DAMPER: MEDIUM VELOCITY, VERTICAL
OR HORIZONTAL, AIR FOLD BLADE, LEAKAGE CLASS 1, 120V
ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK,
GREENHECK FSD 311 OR EQUAL.
1 1/2 HOUR TUNNEL CORRIDOR FIRE /SMOKE DAMPER:
LOW VELOCITY, 3V BLADE, LEAKAGE CLASS 2, 120V
ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK,
GREENHECK CFSD 212 -1 OR EQUAL.
1 1/2 HOUR OUT OF WALL FIRE /SMOKE DAMPER: LOW
VELOCITY, VERTICAL , 3V BLADE, LEAKAGE CLASS 2, 120V
ACTUATOR, 2 POSITION, FAIL CLOSED, 165° F FUSABLE LINK,
GREENHECK OF SD 212 OR EQUAL.
SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL.
SMOKE DAMPER: GREENHECK SMD 202 OR EQUAL.
MOTORIZED CONTROL DAMPER -LOW VELOCITY GREENHECK
VCD -23 OR EQUAL.
MOTORIZED CONTROL DAMPER: MEDIUM VELOCITY AIRFOIL
BLADES GREENHECK VCD -33 OR EQUAL.
SMOKE CONTROL MOTORIZED DAMPER: LOW VELOCITY
GREENHECK SMD 202 OR EQUAL.
SCD -2 SC SMOKE CONTROL MOTORIZED DAMPER: MEDIUM VELOCITY
AIRFOIL BLADE, GREENHECK SMD 301 OR EQUAL.
NOTES SYMBOL
1,2
FD -1
1,2 FD -2
FD -3
FD -4
1,2
1,2
1,2
FD -5
FD -4
BDD
1,2
BAR
\4\\ BACKDRAFT DAMPER: GREENHECK WD 330 (VERT) OR WD -100
DESCRIPTION -NON POWERED
1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL
OR HORIZONTAL , 165° F FUSABLE LINK, BLADE IN AIR STREAM,
GREENHECK DFD 150 TYPE A OR EQUAL.
1 1/2 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL
OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR
STREAM, GREENHECK DFD 150 TYPE B OR EQUAL.
3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL
OR HORIZONTAL, 165° F FUSABLE LINK, BLADE IN AIR
STREAM, GREENHECK DFD 350 TYPE A OR EQUAL.
3 HOUR DYNAMIC FIRE DAMPER: CURTAIN STYLE, VERTICAL
OR HORIZONTAL, 165° F FUSABLE LINK, BLADE OUT OF AIR
STREAM, GREENHECK DFD 350 TYPE B OR EQUAL.
1 1/2 HOUR DYNAMIC FIRE DAMPER: LOW VELOCITY,
NARROWLINE, VERTICAL - FOR INSTALLATION BETWEEN 2
TRANSFER GRILLES IN A WALL ASSEMBLY, 165° F FUSABLE
LINK, GREENHECK DFD -110 OR EQUAL.
CEILING RADIATION DAMPER: GREENHECK CRD -2 OR EQUAL.
(HORIZONTAL) OR EQUAL.
BAROMETRIC RELIEF DAMPER: (.05 OPNG PRESSURE SHOWN)
RUSKIN CBD2. NO SUBSTITUTE ALLOWED.
1 VOLUME DAMPER: SHOP FABRICATED, W /LOCKING QUADRANT.
NOTES
1,2
1,2
3
4
1,2
1,2
NOTES:, ,; .
1. ACTUATOR BY: MECHANICAL COL TTRACTOR WIRING BY ELECTRICAL OONTRACTOR.
2., tNTERLOCK:OF SMOKE DAMPER TQ FIREE ALARM:SYSTEME BY ERECTRtCAL CONTRACTOR
3.' CONTROL SRC }M LOCAL DETECTOR _
4. CONTROL FROM DUCT DETECTOR
5." OPENICLOSEO POSITIOINI I DICATOI
6. "CONT DAMPER FAILS OPEN ,
PER-FAILS CLOSED
ABBV
A
AC
AFF
AL
BDD
BOB
BOD
BOTT
BTU
BTUH
BWG
BWR
C
CAP
CC
CFM
CHWR
CHWS
COMB
CONN
CWR
CWS
DB
DIFF
DMPR
DN
EC
EGC
EER
ELEV
EMS
FULL NAME
COMPRESSED AIR LINE
AIR CONDITIONING UNIT
ABOVE FINISHED FLOOR
ALUMINUM
BACKDRAFT DAMPER
BOTTOM OF BEAM
BOTTOM OF DUCT
BOTTOM
BRITISH THERMAL UNITS
BRITISH THERMAL UNITS PER HOUR
BOTTOM WALL GRILLE
BOTTOM WALL REGISTER
CONDENSATE
CAPACITY
CONTROLS CONTRACTOR
CUBIC FEET PER MINUTE
CHILLED WATER RETURN
CHILLED WATER SUPPLY
COMBUSTION
CONNECT
CONDENSER WATER RETURN
CONDENSER WATER SUPPLY
DUCT BOARD
DIFFUSER
DAMPER
DOWN
ELECTRICAL CONTRACTOR
EGGCRATE
ENERGY EFFICIENCY RATIO
ELEVATION
ENERGY MANAGEMENT SYSTEM
ABBV
ESP
EXH
EXTR
FAC
FD
FLA
FOB
FOT
FSD
G
GALV
GC
GPM
GR
GWB
HG
HP
HWR
HWS
ID
INT
LIQ
M -M
MBH
MC
MCA
MD
MIN
MT
MUA
NOM
FULL NAME
ABBV
FULL NAME
EXTERNAL STATIC PRESSURE
EXHAUST
EXTRACTOR
FIRE ALARM CONTRACTOR
FIRE DAMPER
FULL LOAD AMPS
FLAT ON BOTTOM
FLAT ON TOP
FIRE SMOKE DAMPER
GAS LINE
GALVANIZED
GENERAL CONTRACTOR
GALLONS PER MINUTE
GRILLE
GYPSUM WALL BOARD
HOT GAS LINE
HORSE POWER
HOT WATER RETURN
HOT WATER SUPPLY
INSIDE DIMENSION
INTERLOCK
LIQUID LINE
MACDONALD- MILLER
ONE THOUSAND BTUH
MECHANICAL CONTRACTOR
MINIMUM CIRCUIT AMPACITY
MOTORIZED DAMPER
MINIMUM
MOUNT
MAKE -UP AIR
NOMINAL
OSA
OBD
OD
RA
REG
REQ'D
RIO
SA
SCD
SD
SL
SM
SP
SS
SSSC
STL
SUC
SUSP
T'STAT
TC
TOD
TOS
TV
TWG
TWR
TYP
UNO
VD
VFD
0
OUTSIDE AIR
OPPOSED BLADE DAMPER
OUTSIDE DIMENSION
RETURN AIR
REGISTER (GRILLE WITH DAMPER)
REQUIRED
ROUGH IN ONLY
SUPPLY AIR
SMOKE CONTROL DAMPER
SMOKE DAMPER
SOUND LINING
SHEET METAL
STATIC PRESSURE
START /STOP
SOLID STATE SPEED CONTROLLER
STEEL
SUCTION LINE
SUSPENDED
THERMOSTAT
TEMPERATURE CONTROL
TOP OF DUCT
TOP OF STEEL
TURN VANES
TOP WALL GRILLE
TOP WALL REGISTER
TYPICAL
UNLESS NOTED OTHERWISE
VOLUME DAMPER
VARIABLE FREQUENCY DRIVE
VOLTAGE PHASE & DUCT DIAMETER
SEPARATE PERMIT
REQUIRED FOR
O
Gasp
City of Tukwila
ELUDING DIVISION
1. THESE PLANS ARE SCHEMATIC AND DO NOT SHOW EXACT ROUTING OR EVERY OFFSET WHICH MAY BE REQUIRED. THE HVAC CONTRACTOR IS TO COORDINATE WITH ALL OTHER
TRADES AND IS TO VERIFY ALL CLEARANCES BEFORE COMMENCING WORK.
2. MATERIALS, METHODS, AND INSTALLATION SHALL COMPLY WITH THE PROVISIONS OF THE 2009 EDITIONS OF THE INTERNATIONAL MECHANICAL CODE, INTERNATIONAL BUILDING
CODE, INTERNATIONAL FIRE CODE AND STATE AND LOCAL CODES AND ORDINANCES.
3. DUCT CONSTRUCTION AND HANGING SHALL COMPLY WITH CHAPTER 6 OF THE 2009 IMC AND WITH CURRENT SMACNA STANDARDS. EARTHQUAKE BRACE ALL DUCTS 28" DIA
AND LARGER WHICH ARE SUSPENDED MORE THAN 12" BELOW STRUCTURAL SYSTEM.
4. JOINTS OF MEDIUM AND HIGH VELOCITY DUCT SYSTEMS SHALL BE SEALED WITH GASKETS OR LISTED MASTIC TYPE DUCT SEALANT.
5. DUCTS SHALL BE INSULATED AS INDICATED ON PLANS, PER 2009 WSEC.
- DUCT WRAP, WHERE INDICATED, SHALL BE 1 1/2" 0.75 LB /CU FT FIBERGLASS DUCT INSULATION WITH A FACTORY APPLIED REINFORCED ALUM. FOIL VAPOR BARRIER (R -4.2 MIN.).
- SOUND LINING, WHERE INDICATED, SHALL BE 1" 1.5 LB /CU FT FIBERGLASS DUCT LINING COATED TO PREVENT FIBER EROSION AT VELOCITIES UP TO 6000 FPM (R-4.2 MIN.).
- DUCT BOARD, WHERE INDICATED, SHALL BE 1" RIGID FRK FACED El 475 FIBERGLASS DUCT BOARD SYSTEM, UL 181 LISTED AS A CLASS 1 AIR DUCT (R -4.3 MIN.). AIR DUCT (R -4.3 MIN.).
6. FLEX DUCTS SHALL CONSIST OF A REINFORCED VAPOR BARRIER, 1 1/2" FIBERGLASS INSULATION, AND NON - PERFORATED INTERIOR LINER WITH WIRE HELIX. DUCT SHALL BE A
UL 181 LISTED CLASS 1 AIR DUCT. FLEX DUCTS SHALL ONLY BE USED WHERE SHOWN AND SHALL NOT EXCEED 12' IN LENGTH UNLESS NOTED OTHERWISE.
7. PROVIDE EARTHQUAKE RESTRAINT FOR HVAC EQUIPMENT IN ACCORDANCE WITH SECTION 1613 OF THE 2009 IBC.
8. PROVIDE FIRE DAMPERS, SMOKE DAMPERS AND FIRE /SMOKE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.5 OF THE 2009 IBC. PROVIDE CEILING
FIRE DAMPERS WHERE INDICATED ON PLANS AND AS REQUIRED BY SECTION 716.6.2 OF THE 2009 IBC. INSTALL FIRE DAMPERS SMOKE DAMPERS AND FIRE /SMOKE
DAMPERS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS, THE TERMS OF THEIR LISTING, AND THE REQUIREMENTS OF THE CODE.
9. PIPING PENETRATIONS OF FIRE RATED WALLS OR FLOORS SHALL BE SLEEVED AND FIRE STOPPED WITH LISTED MATERIALS SO AS TO MAINTAIN THE INTEGRITY AND RATING OF
THE FLOOR OR WALL.
10. PROVIDE RETURN DUCT SMOKE DETECTOR AUTOMATIC SHUT DOWN OF ALL NEW HEATING, COOLING, OR VENTILATION EQUIPMENT MOVING IN EXCESS OF 2000 CFM IN
ACCORDANCE WITH SECTION 606 OF THE 2006 IMC. POWER AND INTERLOCK WIRING WITH THE BUILDING FIRE ALARM SYSTEM IS BY THE ELECTRICAL CONTRACTOR.
11. HVAC EQUIPMENT, VALVES AND DAMPERS SHALL BE LOCATED IN EASILY ACCESSIBLE LOCATIONS. UNLESS SHOWN ON ARCHITECTURAL DRAWINGS, REQUIRED ACCESS PANELS
SHALL BE PROVIDED AND INSTALLED BY THE GENERAL CONTRACTOR. MINIMUM ACCESS DOOR SIZE FOR VALVES AND DAMPERS TO BE 18" X 18 ".
12. HEAT TRACING OF PIPING, WHERE INDICATED, SHALL BE PROVIDED AND INSTALLED BY THE HVAC CONTRACTOR. THE HVAC CONTRACTOR IS TO COORDINATE THE HEAT TRACE
POWER WIRING WITH ELECTRICAL CONTRACTOR.
13. MOTORS STARTERS NOT LISTED AS BEING PROVIDED IN THE HVAC EQUIPMENT SCHEDULES ARE TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR.
14. WITHIN 90 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION TO BE PROVIDED TO THE BUILDING OWNER. RECORD DRAWINGS
SHALL INCLUDE AS A MINIMUM THE LOCATION AND PERFORMANCE DATA ON EACH PIECE OF EQUIPMENT, GENERAL CONFIGURATION OF DUCT AND PIPE DISTRIBUTION SYSTEM,
INCLUDING SIZES, AND THE TERMINAL AIR AND WATER DESIGN FLOW RATES.
15. OPERATING AND MAINTENANCE MANUALS TO BE PROVIDED TO THE BUILDING OWNER THAT INCLUDE: SUBMITTAL DATA, NAMES AND ADDRESSES OF AT LEAST ONE SERVICE
AGENCY, HVAC CONTROLS SYSTEM MAINTENANCE AND CALIBRATION INFORMATION AND A COMPLETE OPERATIONAL NARRATIVE FOR EACH SYSTEM.
16. COMMISSIONING IS REQUIRED ON THIS PROJECT IN ACCORD WITH WASHINGTON STATE ENERGY CODE (WSEC) SECTION 1416.
17. A COMPLETE REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND FILED WITH THE OWNER
18. FOR ALL "SEALED AIR TIGHT" SHAFTS OR ROOMS, THE FOLLOWING MUST OCCUR:
- ALL VERTICAL JOINTS INSIDE THE SHAFT SHOULD BE PROVIDED WITH A CONTINUOUS SEAL FOR THE LENGTH OF THE JOINT, INCLUDING THE SHAFT CORNERS (BY GC).
- TOP AND BOTTOM WALL TRACKS SHOULD BE CAULKED ALONG THEIR ENTIRE LENGTH (BY GC).
- ANY FLOOR DECKING PERPENDICULAR TO THE SHAFT SHOULD BE CAULKED. FILLING WITH ROCK WOOL OR FIRESAFING ( "MONOCOAT ") IS NOT ACCEPTABLE (BY GC).
- ANY PENETRATIONS OF THE SHAFT CONSTRUCTION (DUCTWORK, CONDUIT, PIPING) SHOULD BE SEALED WITH FIRE CAULKING ON BOTH SIDES OF THE PENETRATION.
- USE SECTION 909.5 OF THE 2009 IBC FOR MAXIMUM ALLOWABLE LEAKAGE AREA, FOLLOWING THE GUIDELINES FOR SMOKE BARRIER CONSTRUCTION.
- ALL DOORS MUST BE PROVIEDED WITH TIGHT FITTING GASKETS, AND OPEN AGAINST THE DIRECTION OF ROOM /SHAFT PRESSURE.
19. DAMPERS USED FOR OUTDOOR AIR INTAKE, EXHAUST, OR RELIEF SHALL HAVE THE FOLLOWING MAXIMUM LEAKAGE RATES AT 1" W.G. (PER AMCA STANDARD 500): MOTORIZED
DAMPERS:10 CFM /S.F. GRAVITY DAMPERS: 20CFM /S.F. (40 CFM /S.F. FOR DAMPERS SMALLER THAN 24" IN EITHER DIMENSION).
20. OUTSIDE AIR INTAKE, EXHAUST, AND RELIEF DAMPERS SERVING CONDITIONED SPACES MUST BE MOTORIZED (FAIL CLOSED) PER WSEC 1412.4.1, EXCEPT AS ALLOWED BY WSEC.
21. RETURN AIR SHAFTS TO BE CONSTRUCTED BY THE G.C. TO WITHSTAND A MINIMUM 20 PSF DIFFERENTIAL PRESSURE ACROSS THE WALL. DIFFERENTIAL PRESSURE IS BASED UPON
THE MAXIMUM STATIC PRESSURE CAPABILITY OF FAN SYSTEMS SUBJECT TO AUTOMATIC DAMPER CLOSURE.
22. PRESSURIZATION SHAFTS SHALL BE CONSTRUCTED BY THE G.C. AS FOLLOWS:
- SHAFTS SERVED BY PRESSURIZATION FANS RATED UP TO 1" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 10 PSF DIFFERENTIAL PRESSURE.
- SHAFTS SERVED BY PRESSURIZATION FANS RATED BETWEEN 1 -2.5" STATIC PRESSURE TO BE CONSTRUCTED TO WITHSTAND 20 PSF DIFFERENTIAL PRESSURE.
- FOR SHAFTS SERVED BY PRESSURIZATION FANS RATED ABOVE 2.5" STATIC PRESSURE, CONTACT MECHANICAL ENGINEER.
NAME TITLE
TM0.01 SCHEDULES & NOTES - HVAC
TMO.SP SITE PLAN - HVAC
TM2.03W WEST ROOF PLAN - HVAC
TM2.03E EAST ROOF PLAN - HVAC
DM4.01 -1 PENTHOUSE 1 SECTION & PARTIAL DEMO PLAN
DM4.01 -6 PENTHOUSE 6 SECTION & PARTIAL DEMO PLAN
DM4.01 -7 PENTHOUSE 7 SECTION & PARTIAL DEMO PLAN
TM4.01 -1 PENTHOUSE 1 SECTION & PARTIAL PLAN
TM4.01 -6 PENTHOUSE 6 SECTION & PARTIAL PLAN
TM4.01 -7 PENTHOUSE 7 SECTION & PARTIAL PLAN
REV
DATE NAME TITLE
REV DATE
REPLACE 3 PENTHOUSE BUILT UP UNITS WITH PACKAGED ROOT TOP AC UNITS
APN# 359700 -0245
LEGAL DESCRIPTION: INTERURBAN ADD TO SEATTLE POR OF NW 1/4 OF NE 1/4 OF SEC 26 & OF NE 1/4 OF NW 1/4 OF SEC 26 & OF SW 1/4 OF SE 1/4 OF SEC 23 & OF SE 1/4 OF SW 1/4 OF SEC 23 & OF
INTERURBAN ADD TO SEATTLE & OF BROOKVALE GARDEN TRACTS & OF W H GILLIAM DONATION LAND CLAIM NO 40 - BEG SW COR OF SW 1/4 OF SE 1/4 OF SEC 23 TH N 89 -40 -24 W 217 FT TH N
0 -19 -36 E 150 FT TO TPOB TH S 89 -40 -24 E 151.60 FT TH N 0 -19 -36 E 72 FT TH S 89 -40 -24 E 406.80 FT TH S 0 -19 -36 W 182 FT TH S 89 -40 -24 E 179.20 FT TH N 0 -19 -36 E 366.84 FT TH S 87 -25 -13 E 253.52 FT TH
N 0 -19 -36 E 208.77 FT TO BEG OF CURVE TO RGT 45 FT RAD TH ALG SD CURVE 45.96 FT TAP OF COMPOUND CURVE TH ALG CURVE TO RGT 122.35 FT RAD 63.68 FT TO SLY MGN OF TUKWILA
PARKWAY TH S 88 -40 -00 W ALG SD SLY MGN 76.15 FT TO BEG OF CURVE TO RGT 1472.39 FT RAD TH ALG SD CURVE & SLY MGN 423.38 FT TH N 74 -51 -30 W 407.05 FT TO BEG OF CURVE TO LFT 552.62
FT RAD TH ALG SD CURVE & SLY MGN 185.63 FT TAP FR WCH THE TPOB BEARS S 0 -19 -36 W TH S 0 -19 -36 W 678.90 FT TO TPOB AKA PARCEL B OF CITY OF TUKWILA BDRY LN ADJ NO 87 -8 -BLA
RECORDING NO 8712291101
FILE COPY
Permit No., M 11- lo1
P RI review approval is subject to errors and
t,r t fat of construction documents does not authorize
t;1 .: D otion of any adopted code or ordinance. Receipt
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DATE PLOTTED:
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ISSUE DATE:
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DRAWING NUMBER:
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APPROVED
JUL 17 2012
City of Tukwila
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DATE PLOTTED:
07-02-12
ISSUE DATE:
07-02-12
DRAWING NUMBER:
D-1240-7225117-00
SHEEI" NUMBER:
TM4.01 -7
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City of Tukwila
BUILDING DIVISION
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JUL 09 2012
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07-02-12
DATE PLOTTED:
07-02-12
ISSUE DATE:
07-02-12
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TM5.01
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APPROVED
JUL 17 2012
City of Tukwila
BUILDING DIVISION
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Project No. 12 -119
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Sheet Title
Framing Plans
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REVIEWED FOR
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JUL 17 2012
City of Tukwila
BUILDING DIVISION
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PERMIT CENTER
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Project No. 12 -119
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Sheet Title
Framing Plans
& Details
Sheet Number
52.01
GENERAL REQUIREMENTS
Owner Responsibility
The owner shall retai n a Special In specto r to pe rf o rm the special in spect ion requirements required by
the building official and as outlined in the Special Inspection section below.
Summary of Work
Project consists of new construction as shown on these Contract Documents used in coordination with
the Architectural and other discipline's documents.
Drawings indicate general and typical details of construction. Typical details and general notes shall
apply even if not specifically denoted on plans, UNO. Where conditions are not specifically indicated
similar details of construction shall be used, subject to review and approval by the Architect and the
SER.
Governing Code
All design and construction shall conform to the 2009 International Building Code and local jurisdiction
amendments.
Reference to ASTM and other standards shall refer to the latest edition designated by IBC Chapter 35.
Refer to the specifications for information in addition to that covered by these structural notes and
drawings.
Definitions
The following definitions are used throughout these structural notes:
IBC - Governing code including local amendments
SER - Structural Engineer of Record per these Contract Documents
UNO - Unless otherwise noted
Warranty
The SER has used that degree of care and skill ordinarily exercised under similar circumstances by
members of the profession in this locale and no other warranty, either expressed or implied, is made in
connection with rendering professional services.
DESIGN CRITERIA
Building Category
Importance factors for seismic are listed with the loading criteria.
Live Loads
Miscellaneous:
Mechanical equipment
weights furnished by manufacturer
Lateral Loads - Earthquake
Numbering below is per IBC Section 1603.1.5:
1. Importance Factor = 1.0
2. Mapped Spectral Response Accelerations, SS = 1.425 g; S1 = 0.488 g
3. Site Class = D; FA = 1.0, FV = 1.512
4. Spectral Response Coefficients, SDS = 0.950 g, SD1 = 0.492 g
5. Seismic Design Category = D
7. Design Base Shear = 1.8 kips
9. Response Modification Factor R = 2.5
10. Analysis Procedure = Equivalent Lateral Force Procedure
(Modal Response Spectrum Analysis, Seismic Response History Procedures, Simplified Design
Procedure)
Additional Items:
Building Location: 47.45° N, 122.26° W
SHOP DRAWINGS & SUBMITTALS
Shop Drawing & Submittal Review (including Deferred Structural Components)
The contractor must review and stamp the shop drawings & submittals for review. SER will only review
submittals for items shown on SER documents. Submittals for Deferred Structural Components will
receive cursory review by SER for loads imposed on primary structure. SER will review shop drawings for
general conformance with design concept of the project and general compliance with the information
given in the Structural Contract Documents. Review of submittals does not constitute approval or
acceptance of unauthorized deviation from Contract Documents.
Corrections or comments made on shop drawings during this review do not relieve contractor from
compliance with the requirements of the plans and specifications.
Contractor responsible for:
• Reviewing, approving, stamping and signing submittals prior to submittal to Architect and SER
• Timing submittals to allow two weeks of review time for the SER and time for corrections and /or
resubmittal
• Conformance to requirements of the Contract Documents
• Dimensions and quantities
• Verifying information to be confirmed or coordinated
• Information solely for fabrication, safety, means, methods, techniques and sequences of
construction
• Coordination of all trades
Resubmittals shall be clouded and dated for all changes to the submittal. Only clouded portions of
resubmittal will be reviewed and SER's review stamp applies to only these areas.
Substitutions
Substitutions shall be submitted in writing prior to submittal of shop drawings. Shop drawings bearing
substitutions will be rejected. Submit engineering data to substantiate the equivalence of the proposed
items. The SER's basic services contract does not include review of substitutions that require
re- engineering of the item or adjacent structure. Nor does the SER's contract cover excessive review of
proposed substitutions. The fees for making these reviews and /or redesign shall be paid by the
contractor. Reviews and approvals shall not be made until authorization is received.
Submittals
Shop drawings and material submittals shall be submitted to the Architect and SER prior to any
fabrication or construction for the following structural items. Submittals shall include one reproducible
and one copy; reproducible will be marked and returned. If deviations, discrepancies, or conflicts
between shop drawings submittals and the contract documents are discovered either prior to or after
shop drawing submittals are processed by the SER, the Contract Documents control and shall be
followed.
• Fabrication shop AISC Certification
• Structural steel mill certificates shall be available upon request
• Structural steel shop and erection drawings
• Welding Procedure Specifications
Structural General Notes
CONTRACTOR EXECUTION REQUIREMENTS
Contractor shall verify all dimensions and all conditions at the job site, including building and site
conditions before commencing work, and be responsible for same. All discrepancies shall be reported to
the Architect before proceeding with work. Any errors, ambiguities and /or omissions in the contract
documents shall be reported to the Architect immediately, in writing. No work is to be started before
correction is made.
Contractor shall verify and /or coordinate all dimensioned openings and slab edges shown on the
contract documents. Some dimensions, openings and embedded items are shown on the structural
drawings. Others may be required. Refer to architectural drawings for size and location of curbs,
equipment pads, wall and floor openings, architectural treatment, embeds required for architectural
items and dimensions. Refer to mechanical, plumbing, electrical and fire protection drawings for size
and location of all openings for ducts, piping, conduits, etc. Submit openings to architect for review.
Contractor initiated changes shall be submitted in writing to the Architect for review and acceptance
prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this
requirement.
The contractor shall provide temporary bracing as required until all permanent connections and
stiffening have been installed. The contractor is responsible for the strength and stability of all partially
completed structures including but not limited to concrete or masonry walls, steel framing and erection
aids. The contractor shall at his discretion employ the aid of a licensed structural engineer to design all
temporary bracing and shoring necessary to complete the work described in these contract documents.
The contractor shall be responsible for all required safety standards, safety precautions and the
methods, techniques, sequences or procedures required in performing his work. For concrete
construction refer to IBC 1906.2 "Removal of Forms, Shores, and Reshores ".
The contractor shall coordinate with the building department for all building department required
inspections.
Do not scale drawings. Use only field verified dimensions. When electronic plan files are provided for
the contractor's detailing convenience, it shall be noted that the electronic files are not guaranteed to
be dimensionally accurate. The contractor uses them at his own risk. The published paper documents
are the controlling Contract Documents. Electronic files of detail sheets and notes will not be provided.
Contract Documents and any materials used in preparation of them, including calculations, are the
exclusive property of the SER and can be reproduced only with the permission of the SER.
STRUCTURAL STEEL
Reference Standards
Steel construction shall conform to the latest editions of the AISC Specifications and Codes.
"Specification for Structural Steel Buildings" ANSI /AISC 360 (latest edition), "Specification for Structural
Joints Using ASTM A -325 or A -490 Bolts" AISC 348 (latest edition) and "Code of Standard Practice for
Steel Buildings and Bridges" AISC 303 (latest edition) amended by the deletion of paragraph 4.4.1.
Structural Steel Members
Structural Steel shall conform to the following requirements (unless otherwise shown on plans):
Type of Member
Rolled Wide Flange Shapes
Plates, Channels, Angles
Square & Rectangular HSS Section
Flat Circular Washers
Square or Rectangular Beveled Washers
Hex Nuts
Common Bolts
ASTM Specification Fy
A 992
A -36, Grade 36
A -500, Grade B
F -436
F -436
A -563
A -307, Grade A
50 ksi
36 ksi
46 ksi
Welding
All welding shall be in conformance with AISC and AWS standard and shall be performed by AWS /WABO
certified welders in accordance with AWS D1.1. Only Prequalified welders, as defined by AWS, shall be
used.
Shop drawings shall show all welding with AWS D1.4 symbols. Welds shown on the drawings are the
minimum sizes. Increase weld size to AWS minimum sizes, based on plate thickness. Minimum welding
shall be 3/16" UNO. All welds shall be made using low- hydrogen electrodes with minimum tensile
strength of 70 ksi and a Charpy V -Notch (CVN) toughness of at least 20 foot - pounds at -20° Fahrenheit.
Low hydrogen SMAW electrodes shall be used within 4 hours of opening their hermetically sealed
containers, or shall be re -dried per AWS D1.1. Electrodes shall be re -dried no more than one time, and
electrodes that have been wet shall not be used.
Welding procedures shall be submitted to the owner's testing agency for review prior to
commencement of fabrication or erection. All complete - penetration welds shall be ultrasonically tested
upon completion of the connection except plate less than or equal to 1/4" thick shall be magnetic
particle tested. Complete penetration welds on plates less than or equal to 1/4" shall be magnetic
particle tested. Reduction in testing shall be made in accordance with the Building Code and with
approval from the SER.
Field welds shown are engineer's recommendations. Contractor is responsible for actual welds used to
support specified means and methods of erection.
Welding Galvanized Steel
Welding of galvanized steel shall conform to AWS specification D -19.0. Welded areas of galvanized steel
shall be touched up in conformance with ASTM A -780.
Finishing
The terms finish, finish column, finishing, milled, milled surface or milling are intended to include
surfaces which have been accurately sawed or finished to a true plane as defined by AISC.
Grind surface value equal to or less than 1,000 as defined by ANSI B46.2 (4 -inch and thinner).
Shop Painting
All steel to be shop primed. Steel fire proofed or encased with concrete need not be painted. All other
steel shall be given one coat of shop paint, in accordance with Section 1.24 of the AISC "Specification"
and Section 6.5 of the AISC "Code", unless noted otherwise. The surface preparation of the structural
steel prior to painting shall be in accordance with the specific paint manufacturer's published
recommendations. Structural joints and faying surfaces which are to be connected by means of welds or
bolts shall not be painted until all welds and bolts are installed, inspected and approved. Paint shall be
held back 3" from the faying surface or the joint to be welded.
Steel Coatings and Protection
Coatings and protection (weather, fire, corrosion, etc.) shall be as specified by the architect. Galvanized
steel members shall conform to ASTM A -123 and galvanized steel hardware shall conform to ASTM
A -153. Guidelines outlined in ASTM A -384 shall be followed in order to safeguard against warping and
distortion during hot -dip galvanizing of steel assemblies. Steel anchors and ties embedded in concrete
and masonry shall be left unpainted.
Base Plates and Anchor Rods
All steel base plates with oversized holes shall be provided with 1/2" x 3" x 3" plate washers, with
standard holes, UNO. Anchor rod placement tolerances per AISC.
Typical, Unless Noted Otherwise in Drawings
INSPECTIONS
Inspections by Building Official
The building official, upon notification, shall make structural inspections as required by local ordinance.
The inspection by the building official per IBC Section 109 will be separate from and in addition to the
special inspection and structural observation mentioned subsequently.
Special Inspections
A Special Inspector shall be hired by the owner to perform the following special inspections per IBC
Section 1704. See the specifications for additional requirements for special inspection and testing. The
architect, structural engineer, and building department shall be furnished with copies of all inspection
reports and test results.
Special Inspections and Testing in accordance with IBC Chapter 17 are required for the items indicated
in the tables on this sheet.
Special Inspection and Testing Reports, in accordance with IBC Section 704.1.2, shall be submitted to
the architect, engineer, contractor, building official, and owner.
See IBC Chapter 17: "Structural Tests and Special Inspections" for more detailed requirements.
STRUCTURAL STEEL
Verification and Inspection
Frequency
Referenced
Standard
IBC
Reference
Continuous
Periodic
INSPECTION OF FABRICATORS
1704.2
MATERIAL VERIFICATION OF STRUCTURAL STEEL:
IDENTIFICATION MARKINGS TO CONFORM
TO ASTM STANDARDS SPECIFIED IN THE
APPROVED CONSTRUCTION DOCUMENTS.
ASTM A6
or A568
1708.4
MANUFACTURERS' CERTIFIED MILL
TEST REPORTS.
MATERIAL VERIFICATION OF
WELD FILLER MATERIALS:
IDENTIFICATION MARKINGS TO CONFORM
TO AWS SPECIFICATION IN THE APPROVED
CONSTRUCTION DOCUMENTS.
AISC 360:
A3.5
MANUFACTURER'S CERTIFICATE
OF COMPLIANCE REQUIRED.
INSPECTION OF WELDING STRUCTURAL STEEL:
SINGLE —PASS FILLET WELDS S 5/16 ".
X
AWS D1.1
1704.3
Special Inspection Table
S1.01 Structural General Notes
S2.01 Framing Plans & Details
Sheet Index
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 1 7 2012
City of Tukwila
BUILDING DIVISION
RECEIVED
Vt I PERMIT CENTER
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Project Information
Project No.
Checked By
Issue
12 -119
PAO
Permit Set
Sheet Title
06 -29 -2012
Structural
General Notes
Sheet Number
S1.01