HomeMy WebLinkAboutPermit M09-010 - WILD WEST SHIRTWORKS - BUILDING BWI
WEST SHIRTWORKS
BLDG B
12626 INTERURBAN AV S
Parcel No.: 0004800003
Address:
Suite No:
CitAf 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
12626 INTERURBAN AV S TUKW
Tenant:
Name: WILD WEST SHIRTWORKS - BLDG B
Address: 12626 INTERURBAN AVE S , TUKWILA WA
Owner:
Name: C/O EPROPERTYTAX INC
Address: DEPT #207 , PO BOX 4900
Contact Person:
Name: JOFFRE SECHIER
Address: 6802 S 220 ST , KENT WA
Contractor:
Name: COMFORT MECHANICAL INC
Address: 6617 S 193 PL, #P -105 , KENT, WA
Contractor License No: COMFOMI015LA
MECHANICAL PERMIT
DESCRIPTION OF WORK:
REPLACE EXISTING 2 TON ROOFTOP PACKAGED A/C UNIT WITH NEW 2 TON UNIT W/
ECONOMIZER
Value of Mechanical: $9,000.00
Type of Fire Protection:
Furnace: <100K BTU
>100K BTU
Floor Furnace
Suspended/Wall/Floor Mounted Heater
Appliance Vent
Repair or Addition to Heat /Refrig /Cooling System....
Air Handling Unit <10,000 CFM
>10,000 CFM •
Evaporator Cooler
Ventilation Fan connected to single duct
Ventilation System
Hood and Duct
Incinerator: Domestic
Commercial/Industrial
doc: IMC-10/06
EQUIPMENT TYPE AND QUANTITY
0
0
0
0
0
0
0
0
0
0
0
0
0
0
* *continued on next page **
M09 -010
Permit Number: M09 -010
Issue Date: 02/13/2009
Permit Expires On: 08/12/2009
Phone:
Phone: 425 - 251 -9840
Phone: 425 - 251 -9840
Expiration Date: 06/01/2010
Fees Collected: $279.11
International Mechanical Code Edition: 2006
Boiler Compressor:
0 -3 HP /100,000 BTU 0
3 -15 HP /500,000 BTU 0
15 -30 HP /1,000,000 BTU.. 0
30 -50 HP /1,750,000 BTU.. 0
50+ HP /1,750,000 BTU 0
Fire Damper 0
Diffuser 0
Thermostat 0
Wood/Gas Stove 0
Water Heater 0
Emergency Generator 0
Other Mechanical Equipment
Printed: 02 -13 -2009
Permit Center Authorized Signature:
I hereby certify that I have read and
governing this work • e complied
The granting of t • permit does not pres •. e to give authority to violate or cancel the provisions of any other state or local laws regulating
construction or the pe rmanc of k.
� am authorized to sign and obtain this mechanical permit.
Signature: (A / %l�� � �' '�'�/' Date: g//3/
/
Print Name:
doc: I MC -10/06
•
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
•
Permit Number: MO9 -010
Issue Date: 02/13/2009
Permit Expires On: 08/12/2009
Date: 02-
ed this permit and know the same to be true and correct. All provisions of law and ordinances
hether specified herein or not.
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.
M09 -010 Printed: 02 -13 -2009
Parcel No.: 0004800003
Address:
Suite No:
Tenant:
doc: Cond -10/06
•
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
12626 INTERURBAN AV S TUKW
WILD WEST SHIRTWORKS - BLDG B
1: ** *BUILDING DEPARTMENT CONDITIONS * **
PERMIT CONDITIONS
* *continued on next page **
•
Permit Number:
Status:
Applied Date:
Issue Date:
M09 -010
ISSUED
02/02/2009
02/13/2009
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: Readily accessible access to roof mounted equipment is required.
6: 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.
7: Manufacturers installation instructions shall be available on the job site at the time of inspection.
8: 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.
9: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
10: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
11: 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.
M09 -010 Printed: 02 -13 -2009
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
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
construction or the' performance of work.
Signature:
Print Name:
i
•
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
doc: Cond -10/06 M09 -010
•
Date: a 7/3/D
ordinances governing
or local laws regulating
Printed: 02 -13 -2009
Property Owners Nname: /fit
Mailing Address: Po 6
Name: 1 Mailing Address: �4
E -Mail Address: JCS
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.tukwila.wa.us
W
n \ s
Contact Person:
E -Mail Address:
Contractor Registration Number:
Contact Person:
E -Mail Address:
City
Building Permit No.
Mechanical Permit No.
Plumbing/Gas Permit No.
Public Works Permit No.
Project No.
(For office use only)
Mod -oia
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 **
k i - King Co Assessor's Tax No.: OKY ' 0 0 0 Site Address: `ako — av�- * e Suite Number: Floor:
Tenant Name: I...J��O W W 1 1 L) S New Tenant: ❑ Yes .No
Day Telephone.
City
Fax Number:
R
State Zip
CONTACT PERSON — who do we contact when your permit is ready to be issued
eta s - ? -9�L/o
C Qo
fate
Zip
GENERAL CONTRACTOR INFORMATION —
(Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5))
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Expiration Date:
State
Company Name:
Mailing Address:
Zip
ARCHITECT OF RECORD — All plans must be wet stamped by Architect of Record
City
Day Telephone:
Fax Number:
State
Zip
ENGINEER OF RECORD - Alt plans must be we stamped by Engineer of Record
Company Name: 7
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Q: Wpplications\Forms- Applications On Line\3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
State
Zip
Page 1 of 6
Unit Type:
Qty
Unit Type:
Qty
Unit Type:
Qty
Boiler /Compressor:
0 -3 HP /100,000 BTU
Qty
Furnace <100K BTU
Air Handling Unit >10,000
CFM
Fire Damper
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
Other Mechanical
Equipment
Air Handling Unit
<10,000 CFM
Incinerator — Comm/Ind
MECHANICAL PERMIT INFORMATION - 206 -431 -3670
MECHANICAL CON CTO F,,O�RS NIIN N
Company Name: I ► r 1 I ` t V _
Mailing Address:
�lY
Contact Person:
E -Mail Address: C). .
Contractor Registration Number:QUAICI
Valuation of Mechanical work (contractor's bid price): $
Scope a f W rk (please provi . e detailed informatio ):
• ea
Use: Residential:
Commercial:
Indicate type of mechanical work being installed and the quantity below:
Q:\Applications'Forms- Applications On Lin&3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
9, an
New .... ❑ Replacement .... ❑
New .... ❑ Replacement ...
City state Zi
Day Telephone: '- cP l
Fax Number: LOS ' t"` 9R
Expiration Date: h to (O .
Fuel Type: Electric ❑ Gas ....0 Other:
Page 4 of 6
PERMIT APPLICATION NOTES — Applicable to all permits in this application
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.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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.
Print Name: Day Telephone: e1031:
Zip
BUILDING 0 R 1 ; A([ITHORIZED AGENT:
Signature:
Mailing Address:
Date Application Accepted:
Date Application Expires:
Staff Initials:
Q:\Applications\Forms- Applications On Line 3 -2006 - Permit Application.doc
Revised: 9 -2006
bh
VILA
City
Date: 1 /
State
Page 6 of 6
Receipt No.: R09 - 00168
Initials: WER
User ID: 1655
Payee: COMFORT MECHANICAL
ACCOUNT ITEM LIST:
Description
MECHANICAL - NONRES
PLAN CHECK - NONRES
•
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
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 13079 279.11
RECEIPT
Account Code Current Pmts
000.322.102.00.0 223.29
000/345.830 55.82
Total: $279.11
Parcel No.: 0004800003 Permit Number: M09 -010
Address: 12626 INTERURBAN AV S TUKW Status: PENDING
Suite No: Applied Date: 02/02/2009
Applicant: WILD WEST SHIRTWORKS - BLDG B Issue Date:
Payment Amount: $279.11
Payment Date: 02/02/2009 02:12 PM
Balance: $0.00
doc: Receipt -06 Printed: 02 -02 -2009
Project: // ,,rr� �, / / /
/ / / l�I1iG` l
Type of In
/./
/ //G'q f
Address: _,,,, - - II
/,% e' 2l.. // J4,2 //. Art.l
Date Called:
Special Instructions:
Date Wanted:
R
Phone No:
eg
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
/ ivy - / 0
PERMIT NO. /
(206)431 -367
t proved per applicable codes. Corrections required prior to approval.
.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be
aid at 6300 Southcenter lvd., Suite 100. Call to schedute reinspection.
COMMENTS:
p or mi4l i o ni 1�
Receipt No.:
1Date:
Project:
/` .Z.) 60 T Sh " ' j
Type of Inspection:
/ L / C , r /iv 4
Address:
e 2. 6.x.6. . / /,.,
Date Called:
,/ a
Special Instructions:
Date Wanted: Cali.
.„D -2 ` /-o 5J p.m.
Requester:
Phone No:
ao4 - q6 -J86>
INSPECTION NO.
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION 'E
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes.
COMMENTS:
Inspecto
4 7- ,1/ `t r..
0.00 REINSPECTION FEE EQUIREI Prior to inspection, fee must be
aid at 6300 Southcenter B d., Suit 00. Call to schedule reinspection.
Receipt No.:
r) ie-i- Tocis
/.2e ' --il!) /t/ /.
A4445
INSPECTION RECORD
Retain a copy with permit
1/74
G'K
tir ., orrections required prior to approval.
'Date:
/916-0 ro
2y,
E FIRES: 2 -23 -09
\ ARMOUR UNSDERFER ENGINEERING, INC
13456 SE 27th PI., Suite. 200
Bellevue, WA 98005 (425) 614 -0949 Fax (425) 614 -0950
STRUCTURAL CALCULATIONS FOR:
Wild West Roof Top Mechanical Unit
12626 Interurban Ave S, Tukwilla, WA 98168
FILE COPY
Ninon No MOq• 0( 0
Plan taw approval is subject to errors and its.
Approval of rr...:,.<<., +jnn documents does not authorize
irr$irgince. Receipt
Client:
Comfort Mechanical
6802 S. 220th St.
Kent, WA 98032
By
Bill Armour SE, SECB
\VIIV
CODE COMP ANCE
APPROVED
FEB 0 5 2009
�}T
CRYOntokoAla
RECEIVED
FEB 02 2009
PERMIT CENTER
AUE No. 9030
Date: 1/27/2009
Wild West Roof Top Mechanical Unit
12626 Interurban Ave S, Tukwilla, WA 98168
TOPIC PAGES
Index 11
Load Criteria LD - 1
Seismic Loads S1 - S2
Wind Loads W1 - W2
Mechanical Unit Support/Anchorage ME1 - ME3
Beam /Purlin DesigP Q B1 - B3
=�
Sketches . •0 SSK1
brie elm* o risyq
eshorttus tan esob a,9r 3r F ars , - �
- Pn fP
y
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (425) 614 -0949
Project: Wild West Roof Top Mechanical Unit
Address: 12626 Interurban Ave S, Tukwilla, WA 98168
Client: Comfort Mechanical
•rte $ •
$,4 e t c } 7� }
Pg. No: 1 -1
Date: 1/27/09
Job No.: 9030
q
4
Wild West Roof Top Mechanical Unit
Gravity Loading
`Roof Dead Load:
Roofing
Plywood
Insulation
Wood Framing
Ceiling
Misc / Mech
(Tot 11 PSF;
(Live Load
Seismic Criteria:
2.2 PSF
2.8 PSF
1 PSF
2.1 PSF
1.8 PSF'
1.1 PSF;
25 PSF' Snow Load
Short-period Spectral Response, = 1.50
One - second Spectral Response, = 0.518
Cat I, II, III, or IV (Table 1 -1 ASCE 7 -05) 1I
Site Class, (Sec 11.4.2, ASCE 7 -05) = D
Fa = 1
Fv = 1.5
Roof Live Load Types
Snow Load
Live Load
Rain Load
1
There ais 1 new roof top mechanical unit
RTU 1 450 lbs 48" x 31" x 51" tall equiv. uniform load = 9 psf
Unit bear on an existing 14" curb on plywood over 2x4 @ 24 "o /c supported by 4x16 @ 8' -0" o/c on 6- 3/4x33 GLB's at 20' -0"
A m, Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (425) 614 -094'
Project: Wild West Roof Top Mechanical Unit
Address: 12626 Interurban Ave S, Tukwilla, WA 98168
Client: Comfort Mechanical
Pg. No: LD1
Date: 1/27/09
Job No.: 9030
Seismic Load Calculation for Components and System
(Reference: ASCE 7 -05, Chapter 13.3 & 13.6, ICC Seismic Design Parameters 3.10)
0.2s Spectral Response Acceleration, Site Class B, S, _
1.0s Spectral Response Acceleration, Site Class B, S _
Site Class =
Seismic Use Group = Standard - Occupancy Buildings
Site Coefficient per S, & Site Class, F =
Site Coefficient per S & Site Class, F„
S = F
SM1 = F„ S1 =
SDS = 2/3 SMS
SD1 = 2/3 SM1
Seismic Design Category per SDS
(Per ASCE 7. 9.6.1.3)
Component amplification factor, a
Component Importance factor, 1
Component operating weight, W
Component response modification factor, R
Height in structure at point of attachment of component, z
Average roof height of structure, h
Seismic Design Force, F
Max. seismic design force, F iona) ,
Min. seismic design force, Fpmin
Seismic Design Force, F
Min. seismic design force, Fpmin
Seismic Design Force, F
Max. seismic design force, F =
1.501
0.518
D
I I
1.00
1.50
1.50
0.78
1.001
0.518
D
2.5 (ASCE 7 -05, Table 13.6 -1)
1 (ASCE 7 -05, Section 13.1.3)
W (lb)
6 (ASCE 7 -05, Table 13.6 -1)
20 (ft)
20 (ft)
(z/h need not exceed 1.0)
= 0.4aPSDSWP (1 +2z/h)
R p
1 . 6 SDSIpWP
= 0 . 3 SDSIpWP
(ASCE 7 -05 11.4.1)
(ASCE 7 -05 11.4.1)
(ASCE 7 -05 11.4.2)
(ASCE 7 -05 11.4.3, Table 11.4 -1)
(ASCE 7 -05 11.4.3, Table 11.4 -2)
(ASCE 7 -05 11.4.3)
(ASCE 7 -05 11.4.3)
(ASCE 7 -05 11.4.4)
(ASCE 7 -05 11.4.4)
0.50 W (Ultimate)
0.30 W
1.60 W
0.36 W, (ASD)
(Eq. 13.3 -1)
(Eq. 13.3 -2)
(Eq. 13.3 -3)
(No one third stress increase allowed)
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (425) 614 -0949
Project: Wild West Roof Top Mechanical Unit Pg. No:
Address: 12626 Interurban Ave S, Tukwilla, WA 98168 Date:
Client: Comfort Mechanical Job No.:
S -1
1/27/09
9030
1
4
9030 Wild West Mechanical Seismic Soil Values
Tue Jan 27 13:41:14 PST 2009
Conterminous 48 States
2006 International Building Code
Zip Code = 98168
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Data are based on a 0.05 deg grid spacing
Period Centroid Sa
(sec) (g)
0.2 1.501
1.0 0.518
Conterminous 48 States
2006 International Building Code
Zip Code = 98168
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D
Period Centroid Sa
(sec) (g)
0.2 1.501
1.0 0.777
(Ss)
(S1)
Conterminous 48 States
2006 International Building Code
Zip Code = 98168
Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D
Period Centroid Sa
(sec) (g)
0.2 1.001 (SDs)
1.0 0.518 (SD1)
(SMs, Fa = 1.000)
(SM1, Fv = 1.500)
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (425) 614 -0949
Project: Wild West Roof Top Mechanical Unit Pg. No: S - 2
AUE Address: 12626 Interurban Ave S, Tukwilla, WA 98168 Date: 1/27/09
�" Client Comfort Merhaniral .lnh No : 9030
I ASCE Wind
Method 2 Analytical Proceedure per ASCE 7-05
Data Input
V=
Category:
Hurr. Prone?
Iw=
Exposure
85 MPH
II All Buildings (Typ.)
No Col 3
1
C Fact. = 0.958
Lh =
H=
x =
z=
h=
Kd=
Kz=
Kzt=
Kzt=
Direction of Wind
'upwind of crest Pos.
IType:
2- dimensional escarpments
1
(Direction:
Downwind of Crest -
1
4000 FEET
350 FEET
4000 FEET
16 FEET
16 FEET
0.85 p. 76, Table 6-4
0.86 p. 75, Table 6 -3
1.11 p. 47, Figure 6-4
1.00 Source: Table xxx
Dist. Upwind of Crest to Half Ht of Hill or Escarp.
Ht. of Hill or Excarp. Relative to the upwind terrain
Dist (Upwind or Downwind) from the crest to the building site
Ht above Local Ground Level
Mean Ht above Local Ground Level
Kz Mean
qz= 0.00256 *Kz *Kzt *Kd*V ^2 *I =
15.1 psf
gh(gzeval.At Mean) =
15.1 psf
0.86
Ignored if Type is User 1
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA
Project: Wild West Roof Top Mechanical Unit
Address: 12626 Interurban Ave S, Tukwilla, WA 98168
Client: Comfort Mechanical
98005 (425) 614 -0949
Pg. No: W1
Date: 1/27/09
Job No.: 9030
Area (ft^2)
Location
0
10
20
50
100
200
500
4 &5
1
1
0.95
0.9
0.82
0.8
0.72
4
-1.1
-1.1
-1.05
-0.98
-0.93
-0.9
-0.8
GC
5
-1.4
-1.4
-1.3
-1.15
-1.05
-0.95
-0.8
Components & Cladding
Summary:
V=
Category:
Hurr. Prone?
Iw=
Exposure
85 MPH
II All Buildings (Typ.)
No
1
C Can be changed on Com.
(Building Enc.
Enclosed Buildings
Length =
Width =
Ht =
Roof Angle=
H <= 60
qh =
q=
qi =
Not App. PSF
Not App. PSF
Gcpi =
0.18
-0.18
(Specific Cladding:
Building Width
Exposure
Area =
Location =
GCpf =
p = 12.4 PSF
-18.4 PSF
-23.8 PSF
17.8 PSF
ASCE 6.5.15.1 increase= 1.9
Pmax =
Pmin =
100 FEET
100 FEET
20 FEET
0 -10 Degrees
15.06 PSF
Longer Dimension
Shorter Dimension
Mech Unit
100 Unit Width 4
C
12.8 SF
5 Row Num = 4
1
-1.4
33.8 PSF I
-45.2 PSF
Copy Down as Needed
Zg =
a =
z=
Kz =
900
9.5
16
0.86
K1 /(H /Lh) 0.85
K1 = 0.074375
Kzt = 1.11
Exp. Fact= 0.96
Length
0
•
Clad /Bld = 1.00 J
Width
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (425) 614 -0949
Project: Wild West Roof Top Mechanical Unit Pg. No: W2
Address: 12626 Interurban Ave S, Tukwilla, WA 98168 Date: 1/27/09
Gravity Loading
IDead Load
11 PSF
(Live Load
25 PSF
'Joist L = 1 20IFT
1
Unit Wt =' 450JLBS ' W /Curb Adaptor
Expected Unit Wt = 0 LBS
Balance = 450 LBS
Dist. = 1 2.3IFT
Per Struct Drawings Old unit
x16 @ 1 8JFT OC
'Height = 1 3.10tFT
1.2I FT
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (425) 614 -0949
Project: Wild West Roof Top Mechanical Unit Pg. No: ME1
Address: 12626 Interurban Ave S, Tukwilla, WA 98168 Date: 1/27/09
Client: Comfort Mechanical Job No.: 9030
1'
Purlin Check
Dead Load =
Live Load =
Tot. Load =
Span =
Trib =
Dist. From End
Wdl =
Wdl with (e) unit
WII=
Wtl=
Mom (Exist) =
V (Exist) =
Bal. (N)Unit = 450 LBS
Unit Size (Ft) =
Net Wt. = 450.0 LBS
1/2 Unit on Support ?
Wt. on Joist
Madd / Joist =
Vadd / Joist =
11 PSF
25 PSF
36 PSF
20 FEET
8 FEET
2.3 FEET
88 PLF
88 PLF
200 PLF
288 PLF
14400 LBS FEET
2880 LBS
4 x 2.6
450.0 LBS
720 LBS FT
144.0 LBS
5 % Increase
5 % Increase
4
Wt =
Rxn=
V max=
M max =
w shear =
w mom. =
No Reduction Allowed for Snow
No
Yes
All Unit is on Joist
(Existing ME Unit to be replaced
0 LBS
0 LBS
0 LBS
0 LBS FT
0 PLF
0.00 PLF
1
ICheck Joist where known:
1
V mech = 398.3 LBS
See sheet s B1 which shows purlin is adequate to support new unit. Sheet B2 shows that the existing 2x4
subpurlins are inadequate, sheet B3 shows the design of a member to lap along side of the inadequate
subpurlins.
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (425) 614 -0949
1
Project: Wild West Roof Top Mechanical Unit Pg. No: ME2
Address: 12626 Interurban Ave S, Tukwilla, WA 98168 Date: 1/27/09
Client: Comfort Mechanical Job No.: 9030
Long Dim to Load
Short Dim to Wind
Pmax =
OTM =
RM =
Ratio O/R =
777.8 LBS Wind Gov.
1672.3 LBS FT
497 LBS FT
0.297345 Anchorage Required
Pmax =
OTM =
RM =
Ratio O/R :
505.6 LBS Wind Gov.
1087.0 LBS FT
765.0 LBS FT
0.7 Anchorage Required
Deck Height = I 16IFEET
Unit Height = 4.300 FEET
Min Trib Area=
Zone =
p wind =
wind Max =
11.2 SF
5
33.8 PSF
-45.2 PSF
45.2 PSF
p
P Long wind =
777.8 LBS Worst Case
P Trans wind = 505.6 LBS
(P siesmic =
160.8 LBS Worst Case
T net =
451.9 LBS
Metal to Metal:
!Add:
2 #12 Screws Curb to Curb
Unit to Curb:
Try:
#12 Min Screws @
No Screws = 2 Min
Screw Cap = 280 LBS in 43 Mil Curb
T cap =
582.4 LBS
15 In. on centers
451.9 Therefore OK
Use:
#12 Min Screws @ 15 In. on centers
Curb to Wood:
Try:
No Screws =
Screw Cap =
T cap =
#10 Min Screws @
4 Min
136 LBS in wood
I
r
10 In. on centers
544 LBS > 451.9 Therefore OK
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (425) 614 -0949
Project: Wild West Roof Top Mechanical Unit Pg. No: ME3
Address: 12626 Interurban Ave S, Tukwilla, WA 98168 Date: 1/27/09
Client: Comfort Mechanical Job No.: 9030
rPurlin Existing 4x16 DF #1 Each side of Unit
Beam Design (Simple Span)
DL= 11 psf
LL= 25 psf
Total Load = 36 psf I
P DL= 300 LBS
P LL = 0 LBS
Total P = 300 LBS
i 2/3 weight of
mechanical unit
Span =
Trib for w =
Wall load=
Height of wall=
03 (DL) Additional =
CO (LL) Additional
Self Weight=
20 ft
03 (DL +LL) =
303 plf
w (L L) =
200 plf
Shear (DL +LL) =
3030 lbs
Moment (DL +LL) —
15150 ft-Ibs
Try 4x16
8ft
0 psf
Oft
0 plf
0 plf
15 plf
Area = 53.4 in
S = 135.7 in'
Ix = 1034.4 in
Deflection, An = 0.637 in
Deflection, A = 0.409 In
Project: "Wild West Mechanical Unit"
Address: "Tukwilla, WA"
Client: "Comfort Mechanical"
Allowable Stress,
Mat: D -Fir#1
Fv x CD x Coth
for Shear, F,; = 180 x 1.15 x 1.00
= 207 psi
Fb x CD x CF x Cr
for Bending, Fb' = 1000 x 1.15 x 0.97 x 1.00 = 1120 psi
Rxn. @ A =
Rxn. @ B =
E = 1700000 psi
FOR BEAMS WITH A CONCENTRATED LOAD a@ "a" :
P = 300 Ibs
a = 2.3 ft
RA = 266 Ibs
RB = 35 lbs
RDL = 1030 lbs
R = 2000 lbs
3296 lbs
3065 lbs
Max Shear & Moment With Point Load
V max = 3296 Ibs
M max = 15492 ft-lb
b= 3 1/2 in
d= 151/4 in
L / 377 < L/ 240 OK 1.6
L / 586 < L/ 360 OK 1.6
b=
X=
AMAx @Xfora >b =
AMAx @Xfora <b =
AMAxLL @Xfora >b =
Amu( LL @Xfora <b =
ATL for (A(DL + LL) =
A,REQ D = 23.9 in
SX,REQ'D = 166.0 in3
OK 55.3
NOT OK -22.3 4 Actual Change in Moment = 2.257 % Negligable - OK I
USE: D -Fir#1 4x16 or higher I
AU Armour Unsderfer En ineerin 13456 SE 27th PI. Ste. 200 Bellevue, WA 98005 (425) 4- 4
g q, 5 ( 5) 61 09 9
Pg No.B -1
Date:1 /28/2009
Job No: 9030
17.7 ft
8.53 ft
0.01 in
0.02 in
0.00 in
0.00 In
0.62 in
ISub Purlin Sub Purlin between 4x16 under Unit edge
Beam Design (simple span)
DL=
LL=
Total Load =
P DL=
P LL =
Span =
Trib for w =
Wall load=
Height of wall=
'(DL) Additional =
�(LL) Additional =
Self Weight=
Area =
S =
I =
Deflection, ATL =
Deflection, ALL =
22.0625 psf
25 psf
47.0625 psf
Try 2x4
0 LBS
0 LBS
Total P = 0 LBS I
8ft
2ft
0 psf
Oft
0 pif
0 pif
1 pif
(DL +LL) =
95 plf
w (L L) =
50 plf
Shear (DL +LL) =
381 Ibs
Moment (DL LL) =
761 ft-Ibs
5.3 in
3.1 in'
5.4 in'
0.955 in
0.502 in
Allowable Stress,
a=
RA =
RB =
RDL =
RLL =
Rxn. @A=
Rxn. @B=
OK 40.1
NOT OK -194.6
L / 101 >
L/191 >
Armour Unsderfer Engineerina,13456 SE 27th PI
Project: "Wild West Mechanical Unit"
Address: 'Tukwilla, WA"
Client: "Comfort Mechanical"
Mat: D -Fir#1
Fv x CD x Coth
for Shear, Fv = 180 x 1.00 x 1.00
= 180 psi
for Bending, Fb' = 1000
Fb x CD x CF x Cr
x 1.00 x 1.00 x 1.00 = 1000 psi
E = 1700000 psi
FOR BEAMS WITH A CONCENTRATED LOAD ( "a"
P = 0 Ibs
4 ft
0 lbs
0 lbs
181 Ibs
200 Ibs
381 lbs
381 lbs
Max Shear 8 Moment
V max = 381 Ibs
M max = 761 ft-lb
b= 11/2 in
d= 31/2 in
L/ 240 NOT OK 0.4
L/ 360 NOT OK 0.5
b=
X=
AMAX @Xfora >b =
AMAx @Xfora <b =
AMAX LL @ X for a > b =
AMAX LL @ X for a <b =
OTL for (D(DL + LL) =
O ft
4.00 ft
0.00 in
0.00 in
0.00 in
0.00 I n
0.95 in
A,RE =
3.2 ln`
SX,REQ'D =
9.1 in'
USE: D -Fir#1 2 x 4 or higher I
., Ste. 200. Bellevue, WA 98005 (425) 614 -0949
Pg No.B -2
Date:1 /28/2009
Job No: 9030
(Sub Purlin Reinforce Subpurlin spanning under Unit edges
Beam Design (simple span)
DL= 22.0625 psf
LL= 25 psf
Total Load = 47.0625 psf
P DL=
P LL =
Total P = 0 LBS I
Span =
Trib for w =
Wall load=
Height of wall=
0) (DL) Additional =
w(LL) Additional =
Self Weight=
(0 (DL +LL) =
99 plf
(LL) =
50 plf
Shear (DL +LL) _
397 Ibs
Moment (DL +LL) _
793 ft-Ibs
Try 4x6
Area =
S =
I =
0 LBS
0 LBS
8ft
2ft
0 psf
Oft
0 plf
0 plf
5 plf
19.3 in
17.6 in'
48.5 in
Allowable Stress,
Fv x CD x Coth
for Shear, F,; = 180 x 1.00 x 1.00
= 180 psi
Fb x CD x CF x Cr
for Bending, Fb' = 900 x 1.00 x 1.00 x 1.00 = 900 psi
Rxn. @ A =
Rxn. @ B =
%
OK 82.9
OK 39.9
Mat: D -Fir#2
E = 1600000 psi
FOR BEAMS WITH A CONCENTRATED LOAD Caa "a" :
P = 0 Ibs
a= 4 ft
RA = 0 Ibs
Rs = 0 Ibs
RDL = 197 Ibs
R = 200 lbs
397 Ibs
397 lbs
Max Shear & Moment
V max = 397 Ibs
M max = 793 ft-lb
b= 31/2 in
d= 51/2 in
A
%
Deflection, ATL = 0.118 in L / 815 < L/ 240 OK 3.4
Deflection, A = 0.059 in L / 1617 < L/ 360 OK 4.5
►4
h
b=
X=
AMAX @Xfora >b =
AMAx @ X for a <b =
AMAxLL @Xfora >b =
AMAxLL @Xfora <b =
An for (il(DL + LL)
A,REQ'D =
3.3 in`
SX,REQ'D = 10.6 in 3
USE: D -Fir#2
4 x 6 or higher
Armour Unsderfer Engineerina.13456 SE 27th PI., Ste. 200, Bellevue, WA 98005 (425) 614 -0949
Project: "Wild West Mechanical Unit" Pg No.B -3
Address: "Tukwilla, WA" Date:1/28/2009
Client: "Comfort Mechanical" Job No: 9030
4ft
4.00 ft
0.00 in
0.00 in
0.00 in
0.00 In
0.12 in
Unit is aproximately
12" clear of beam
.A5
8' -0"
New Mechanical Unit 450
Ibs max unit weight with
accessories
I(E) GLB 1
(E) GLB
ATTACHMENT NOTE:
- ATTACH MECHANICAL UNIT TO CURB WITH #12
SCREWS AT 10" O /C, MIN (4) PER SIDE.
- ATTACH CURB TO FRAMING BELOW PLYWOOD WITH
MINIMUM OF (4) #12X2 -1/2" SCREWS PER SIDE
Partial Roof Plan with New Mechanical Units
NTS
(E) 4x16 Purlins
(N) 4x6 HF #2 under side of I
unit with Simpson U46 each
I end
Armour Unsderfer Eng, 13456 SE 27th PL., Suite 200, Bellevue, WA 98005 (425) 614 -094
� _ � Project: Wild West Roof Top Mechanical Unit Pg. No: SSK 1
Address: 12626 Interurban Ave S, Tukwilla, WA 98168 Date: 1/27/09
Client Comfort Mechanical Job No.: 9030
Project Info
Project Address
Wild West Shirtworks
Date 1/22/2009
12626 Interurban Ave s
For Building Department Use
Tukwila, WA 98168
Applicant Name:
Jof fre Sechier
Applicant Address:
6802 S. 220th St., Kent,
WA 98032
Applicant Phone:
425 -251 -9840
2006 Washington State Nonresidential Energy Code Compliance Forms
2006 Washington State Nonresidential Energy Code Compliance Form
' roject Summary
PRJ ;SUM
Revised July 2007
FILE COPY
Permit No.. O W' O[ Q
Plan review approval is subject to errors and omissions.
Annmusil of cnnonntfinn r4nv'mor.•- -" �•+�,
M O ct %- 0 I 0
rat lcrer,u rvrc
COMPLIANCE
APPROVED
FEB 0 5 20P9
WE
aty Of TIlo/dlld
.,R11LDIMG DIVISION _
RECE1vFr
FEB 02 2009
PERMIT CENT&
Cooling Equipment Schedule
Equip.
ID
Brand Name'
Model No.
Capacity
Btu /h
Total CFM
OSA CFM
or Econo?
SEER
or EER
IPLV
Location
Rtu -1
Carrier
488D- 0240403
24000
800
Econo
13 seer
32000
Roof
Fan Equipment Schedule
Equip.
ID
Brand Name'
Model No.
CFM
SP'
HP /BHP
Flow Control
Location of Service
Efficiency
Rtu -1
Carrier
489D- 0240403
32000
800
Econo
40000
32000
0.800
Heating Equipment Schedule
Equip.
ID
Brand Name'
Model No.
Capacity
Btu /h
Total CFM
OSA cfm
or Econo?
Input Btuh
Output Btuh
Efficiency
Rtu -1
Carrier
489D- 0240403
32000
800
Econo
40000
32000
0.800
Project Info
Project Address
Wild West Shirtworks
Date 1/22/2009
12626 Interurban Ave s
For Building Dept. Use
Tukwila, WA 98168
Applicant Name:
Joffre sechier
Applicant Address:
6802 S. 220th St., Kent, WA 98032
Applicant Phone:
425 -251 -9840
Mec;hanical Summary
MECH ;SUM
y 2006 Washington State Nonresidential Energy Code Compliance Forms
Project Description
Briefly describe mechanical
system type and features.
Includes Plans
2006 Washington State Nonresidential Energy Code Compliance Form
Replace existing 2 -ton rooftop gas packaged a/c unit with new 2 -ton rooftop gas
packaged a/c unit.
Drawings must contain notes requireing compliance with commissioning requirements - Section 1416
Revised July 2007
Compliance Option
0 Simple System 0 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.
1 if available. 2 As tested accord ng to Table 14 -1A through 14-1G. 3 If required. 4 COP, HSPF, Combustion Efficiency, or AFUE, as
applicable. 5 Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS).
System Description
See Section 1421 for full description of
Simple System qualifications. ;
If Heating /Cooling
or Cooling Only:
0 Constant vol?
✓ Air cooled? 1 Packaged sys? ❑ <20,000 Btuh?
❑ Split system?
. Economizer included?
If Heating Only:
<
❑ <5000 cfm?
o
❑ <70% outside air?
Mechanical Summary (back)
MECH -S;UM
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.
( START
2006 Washington State Nonresidential Energy Code Compliance Form
<5000
cfm?
Econo
Included?
Simple System
Allowed
(section 1420)
Air Cooled,
Constant Vol?
<70% OSA
Use Complex
Systems
(section 1430)
ingle
Package
Unit?
•ol Ca
<20,000
Btuh?
otal Ca .
wo economize
<240,000 Btuh
or 10 %?
plit Syste
<= 84,000
Btuh?
Outd
or
Adjacent to
utdoor
of Ca
<54,000
Btuh?
Heating Only
Yes —
Yes*
Reference
Section 1421
Heating /Cooling
or Cooling Only
Yes
Yes
Reference
Section 1423
Yes
Yes
Yes
Complex Systems
Refer to MECH -COMP Mechanical Complex Systems for assistance in determining which Complex
Systems requirements are applicable to this project.
Mechanical Permit
2006 Washington State Nonresidential
Plans ;Checklist MECH ;CHK
Energy Code Compliance Forms Revised July 2007
Project A dd r ess wild West Shirtaorxa
Date 1/22/2009
The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the
Washington State Nonresidential Energy Code.
Applicability
(yes, no, n.a.)
Code
Section
Component
Information Required
Location
on Plans
Building Department
Notes
HVAC REQUIREMENTS (Sections 1401 -1424)
1411
Equipment performance
yes
1411.4
Pkg..elec. htg.& clg.
List heat pumps on schedule
141
yes
1411.1
Minimum efficiency
Equipment schedule with type, capacity, efficiency
Mi
n.a.
1411.1
Combustion htg.
Indicate intermittent ignition, flue /draft damper & jacket loss
1412
HVAC controls
n.a.
1412.1
Temperature zones
Indicate locations on plans
yes
1412.2
Deadband control
Indicate 5 degree deadband minimum
Mi
n.a .
1412.3
Humidity control
Indicate humidistat
yes
1412.4
Automatic setback
Indicate thermostat with night setback and 7 diff. day types
M1
n.a.
1412.4.1
Dampers
Indicate damper location and auto. controls & max. leakage
n.a.
1412.4.2
Optimum Start
Indicate optimum start controls
n.a.
1412.5
Heat pump control
Indicate microprocessor on thermostat schedule
n.a.
1412.6
Combustion htg.
Indicate modulating or staged control
n.a.
1412.7
Balancing
Indicate balancing features on plans
1412.8
Ventilation Control
Indicate demand control ventilation for high- occupancy areas
n.a.
1422
Thermostat interlock
Indicate thermostat interlock on plans
n.a.
1423
Economizers
Equipment schedule
1413
Air economizers
yes
1413.1
Air Econo Operation
Indicate 100% capability on schedule
M1
n.a.
1413.1
Wtr Econo Operation
Indicate 100% capacity at 45 degF db & 40 deg F wb
n.a.
1413.2
Water Econo Doc
Indicate clg load & water econoe & clg tower performance
yes
1413.3
Integrated operation
Indicate capability for partial cooling
Mi
n.a.
1413.4
Humidification Indicate direct evap or fog atomization w/ air economizer
1414
Ducting systems
n.a.
1414.1
Duct sealing
Indicate sealing necessary
n.a.
1414.2
Ductiinsulation
Indicate R -value of insulation on duct
n.a.
1415.1
Piping insulation
Indicate R -value of insulation on piping
1416
Completion Requirements
yes
1416.2.1
Commissioning
Provide commissioning plan
Mi
n.a.
1416.2.2 -3
Sys.Bal & Func.Test
Indicate air and water system balancing & functional testing
yes
1416.2.4
Commissioning
Indicate O &M manuals, record drawings, staff training
M1
n.a.
1416.2.5
Comm. Report
Indicate requirements for prelim. & final commissioning report
n.a.
1434
Separate air sys.
Indicate separate systems on plans
yes
Mechanical
Summary Form
Completed and attached. Equipment schedule with types,
input/output, efficiency, cfm, hp, economizer
M1
SERVICE WATER HEATING AND HEATED POOLS (Sections 1440 -1454)
1440
Service water htg.
n.a.
1441
Elec. heater
Indicate R -10 insulation under tank
n.a.
1442
Shut-off controls
Indicate automatic shut -off
n.a.
1443
Pipe Insulation
Indicate R -value of insulation on piping
n. a.
1452
Heat Pump COP
Indicate minimum COP of 4.0
yes
1452
Heater Efficiency
Indicate pool heater efficiency
n.a.
1453
Pool heater controls
Indicate switch and 65 degree control
n. a.
1454
Pool covers
Indicate vapor retardant cover
n. a .
1454
Pools 90+ degrees
Indicate R -12 pool cover
2006 Washington State Nonresidential Energy Code Compliance Form
no is circles Tor any question, proviae explanation:
ACTIVITY NUMBER: M09.010 DATE: 02 -02 -09
PROJECT NAME: WILD WEST SHIRTWORKS
SITE ADDRESS: 12626 INTERURBAN AVE S
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
au ? .-414)1 BS
Building Divi X,
Public Works LI
Complete
TUES/THURS ROUTING:
Please Route
APPROVALS OR CORRECTIONS:
Approved
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
oisr 0
PERMIT CO U COPY
PLAN REVIEW /ROUTING SLIP
Structural Review Required
14t" AI/4 x3-oY
Fire Prevention )IZ
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
DUE DATE: 02 -03 -09
Comments:
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
LETTER OF COMPLETENESS MAILED:
n No further Review Required
REVIEWER'S INITIALS: DATE:
DUE DATE: 03 -03 -09
Approved with Conditions r Not Approved (attach comments) n
Notation:
DATE:
Planning Division
Permit Coordinator
Not Applicable
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW ❑ Staff Initials:
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
2
COLONIAL
AM CAS it
SURETY
OF MD
LPM4041162
06/01/2002
Cancelled elled
$6,000.00
05/15/2002
1
COLONIAL
AM CAS Et
SURETY
OF MD
LPM4041162
06/01/1999
06/01/2002
$4,000.00
Name
Role
Effective Date
Expiration Date
JACKSON, SHIRLEY A
01/01/1980
JACKSON, HERB J
01/01/1980
Untitled Page
General /Specialty Contractor
A business registered as a construction contractor with LRI 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
COMFORT MECHANICAL
INC
Phone 4252519840
Address 6802 S0. 220TH STREET
Name
Suite /Apt.
City
State
Zip
County
Business Type
Parent
Company
KENT
WA
98032
KING
Corporation
UBI No.
Status
License No.
License Type
Effective Date
Expiration Date
Suspend Date
Previous License
Next License
Associated
License
Specialty 1
Specialty 2
601954041
ACTIVE
COMFOMI015LA
CONSTRUCTION
CONTRACTOR
6/1/1999
6/1/2010
FIVESM *010JT
FIVESSE941 KU
HTG /VENT /AIR
CONDITIONING
UNUSED
Business Owner Information
Bond Information
Insurance Information
https: / /fortress.wa. gov /lni/bbip/Detail. aspx ?License= COMFOMI015 LA
Page 1 of 2
02/13/2009
ls`tA" i aT
A: 12626 Interurban Ave S, Tukwila, WA 98168 - 3314
0 your request and go! Free MapQuest directions by phone: 1. 800 FREE411 (1 - 373 - 3411).
MADQUbST. S 17,.`P'. St �t ` tt a
122nd 5t . *
N .
'1:,34.. . 0
�.. v, . ,�'
it
w
4 g 'i S t lent'4Nrti ' .
-__ - _ C Al .le .___ y
I c d : t !
q I 4: I ' 1
. - -- t .. I s t I
_.. uSc .\
r ii3ir l'Iaati t l q .9.
`�- 5 0 , fit
S 13()T s, /
y �� •3,. 131st 5t_._.
`\ irj
5 133rd St.
I .. 5 13rd .,St
.g
I. !
S135th St _ 4?
MOO u est Inc.
VICINITY MAP t
5 1301H 5
3 131ST ST
5 12ith St_,
5 12601 St'
I CI 2008 K mg County „_;•;.� : :.._ _
_�12t}tti SL
qq
'I
V \-o
t.,3
cis
d
( 99
S 1331 "2D S f
Southgate
Perk
S t22hD ST
Tukwila Community Cenjter
49
sr Foster.
- - -- vi hl plData :SD ZOU N
h t if
The Information includes) on.this map has been compiled by King County staff from a variety of sources and Is subloct t0 tl+angn Wlglnyt ((ips1159 presentations or warranties, express or Implied, an to accuracy, completeness, timellnass or tights the use gtkeptt �t d aKirtg
t tpq;
This' document le nof'inlerided for use as a survey product. King County shall not be liable for any general, special il(tl.fp, '40401,10 ,o t@4t1 ei 141#
County makes no re
damngas including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the informallon cr'ti I` pn Ilia p Arty Iq
thiy map or information, on this pap Is prohibited{ except by written permission of King County, 1 11
d 5 4V4 r '
Oota: 1/22/2009 °, otirce King County iM AP Property Information (http: /Nmw.matrokc.gov /GISriMAP)
SITE PLAN t
R 60t1tt,.
Project; Wild West Shirts
Prepared By: .
Part Number :48SD - 0240403
ARI SEER: 13.00
Base Unit Weight: 450 lb
Base Unit Dimensions
Unit Length' 48.3 in
Unit Width 32.7 in
Unit Height: 39,0 in
Unit Voltage - Phase -Hertz 2304-60
Air Discharge Horizontal
Fan Drive Type Direct
Actual Airflow: 824 CFM
Site Altitude 0 ft
Cooling Performance
Condenser Entering Air DB: 95.0 F
Evaporator Entering Air DB' 80.0 F
Evaporator Entering Air WB: 67.0 F
Entering Air Enthalpy: 31.44 BTU /Ib
Evaporator Leaving Air DB' 60,2 F
Evaporator Leaving Air WB 58.5 F
Evaporator Leaving Air Enthalpy 25.34 BTU /Ib
Net Cooling Capacity: 22.61 MBH
Net Sensible Capacity: 17.66 MBH
Total Unit Power Input' 2.06 kW
Coil Bypass Factor: 0.102
Heating Performance
Heating Airflow: • . 824 CFM
Entering Air Temp: 70,0 F
Leaving Air Temp: 105.9 F
Gas Input Capacity' 40,0 MBH
Gas Heating Capacity: - 32.00 MBH
Temperature Rise:. 35.9 F
Supply Fan
External Static Pressure 0.40 in wg
Options / Accessories Static Pressure
Economiser: • ' 0.20 in wg
Wet Coil' 0.04 in wg
Total External Static: . 0.64 in wg
Fan RPM: 1050
Fan Motor Size, hp' 1/3
NOTE: Medium Motor Speed, Horz
Electrical Data
Minimum Voltage: 187
Maximum Voltage: 253
Compressor RLA• 10.4
Compressor LRA: 54
Outdoor Fan FLA (ea): 0.9
Indoor Fan Motor FLA: 2
Power Supply MCA: 15.9
Power Supply MOCP, Fuse or HACR, U.S.A.: 25
Acoustics '
Sound Rating: 72.0 db
Sound Power Levels, db re 10E -12 Watts
Packaged Rooftop Builder 1.19b
Performance Summary For 2T Gas Ele
EQUIPMENT SCHEDULE t
Le al descri•tion
LEWIS C C -D C # 37 BEG N 81 -44 -15 E 199.17 FT FROM HUB AT END OF CURVE ON CENT LN OF DUWAMISH-
RENTON JUNCTION RD SD HUB BEING APPROX 1200 FT N AND 440 FT W OF 1/4 COR BET SECS 14 & 15 -23-4
TH N 49 -24 -00 W 2535 FT TH N 09 -36 -00 E 52 FT TO TRUE BEG TH 5 82 -40 -30 E 590 FT TH N 59 -22 -30 E 643.35 FT
TH N 01 -51 -30 W 343 FT TO LEFT BANK OF DUWAMISH RIVERBEING NLY BOUNDRY OF LEWIS D C TH SWLY
ALG SD BANK OF RIVER TO PT N 00 -39-40 W OF TRUE BEG TAI 5 00 -39 -40 E TO TRUE BEG ALSO POR OF C
LY W OF ABOVE DESCRIBED LAND SLY 16.15 FT AND A 16 FT STRIP ADJ AND PARL TO ELY LN OF R/W OF P S
ELEC CO FOR JOINT RD TGW LOT 47 OF PLAT OF RIVERSIDE INTERURBAN TRS
01/21/2009
12:24PM
•
PARTIAL ROOF PLAN
PROJECT DESCRIPTION:
1. REPLACE 1 EXISTING 2 -TON ROOFTOP GAS PACKAGED AIR
CONDITIONING UNIT (RTU -1) WITH NEW 2 -TON GAS
PACKAGED AIR CONDITIONING UNIT WITH ECONOMIZER.
GENERAL NOTES:
1. INSTALL 7 -DAY PROGRAMMABLE THERMOSTAT WITH 5°
DEADBAND.
2. ECONOMIZER TO PROVIDE 100% OUTSIDE AIR WITH PARTIAL
COOLING.
3. INSTALL GFCI OUTLET WITHIN 25' OF UNIT.
4. ROUTE CONDENSATE TO SPLASH BLOCK.
5. PROVIDE COMMISIONING REPORT WITH OPERATIONS AND
MAINTENANCE MANUALS.
SEPARATE PERMIT
REQUIRED FOR:
Ie ctrr tric a
E l
�. lecc
(P ii '; Piping
City of Tukwila
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 submittt I
and may include additional plan f =F. 7,
FILE COPY
Pern,K No. M �q 0 ( 0
Plan review approval is subject to errors and omissio
Approval of construction documents does not authori .
the violatiion of dopted code or ordinance. Rece
pp
of approved Fipd copy and conditions is acknowledg
B y `1101111110*
(N) RTU-1 [j ,p)
City OfltikwIla
BUILDING DIVISION
LIMMU I
CODE COMPLIANCE
APPROVED
FEB 0 5 2009
i,J ER
City Of ` ulOviIa
BUILDING DIVI ION
RECEIVED
FEB 02 2009
PERMIT CENTER
action
68
1
LI
DATE:
SCALE;
DRAWN:
CHECKED:
t.
NA 1
,................ ...)
ls`tA" i aT
A: 12626 Interurban Ave S, Tukwila, WA 98168 - 3314
0 your request and go! Free MapQuest directions by phone: 1. 800 FREE411 (1 - 373 - 3411).
MADQUbST. S 17,.`P'. St �t ` tt a
122nd 5t . *
N .
'1:,34.. . 0
�.. v, . ,�'
it
w
4 g 'i S t lent'4Nrti ' .
-__ - _ C Al .le .___ y
I c d : t !
q I 4: I ' 1
. - -- t .. I s t I
_.. uSc .\
r ii3ir l'Iaati t l q .9.
`�- 5 0 , fit
S 13()T s, /
y �� •3,. 131st 5t_._.
`\ irj
5 133rd St.
I .. 5 13rd .,St
.g
I. !
S135th St _ 4?
MOO u est Inc.
VICINITY MAP t
5 1301H 5
3 131ST ST
5 12ith St_,
5 12601 St'
I CI 2008 K mg County „_;•;.� : :.._ _
_�12t}tti SL
qq
'I
V \-o
t.,3
cis
d
( 99
S 1331 "2D S f
Southgate
Perk
S t22hD ST
Tukwila Community Cenjter
49
sr Foster.
- - -- vi hl plData :SD ZOU N
h t if
The Information includes) on.this map has been compiled by King County staff from a variety of sources and Is subloct t0 tl+angn Wlglnyt ((ips1159 presentations or warranties, express or Implied, an to accuracy, completeness, timellnass or tights the use gtkeptt �t d aKirtg
t tpq;
This' document le nof'inlerided for use as a survey product. King County shall not be liable for any general, special il(tl.fp, '40401,10 ,o t@4t1 ei 141#
County makes no re
damngas including, but not limited to, lost revenues or lost profits resulting from the use or misuse of the informallon cr'ti I` pn Ilia p Arty Iq
thiy map or information, on this pap Is prohibited{ except by written permission of King County, 1 11
d 5 4V4 r '
Oota: 1/22/2009 °, otirce King County iM AP Property Information (http: /Nmw.matrokc.gov /GISriMAP)
SITE PLAN t
R 60t1tt,.
Project; Wild West Shirts
Prepared By: .
Part Number :48SD - 0240403
ARI SEER: 13.00
Base Unit Weight: 450 lb
Base Unit Dimensions
Unit Length' 48.3 in
Unit Width 32.7 in
Unit Height: 39,0 in
Unit Voltage - Phase -Hertz 2304-60
Air Discharge Horizontal
Fan Drive Type Direct
Actual Airflow: 824 CFM
Site Altitude 0 ft
Cooling Performance
Condenser Entering Air DB: 95.0 F
Evaporator Entering Air DB' 80.0 F
Evaporator Entering Air WB: 67.0 F
Entering Air Enthalpy: 31.44 BTU /Ib
Evaporator Leaving Air DB' 60,2 F
Evaporator Leaving Air WB 58.5 F
Evaporator Leaving Air Enthalpy 25.34 BTU /Ib
Net Cooling Capacity: 22.61 MBH
Net Sensible Capacity: 17.66 MBH
Total Unit Power Input' 2.06 kW
Coil Bypass Factor: 0.102
Heating Performance
Heating Airflow: • . 824 CFM
Entering Air Temp: 70,0 F
Leaving Air Temp: 105.9 F
Gas Input Capacity' 40,0 MBH
Gas Heating Capacity: - 32.00 MBH
Temperature Rise:. 35.9 F
Supply Fan
External Static Pressure 0.40 in wg
Options / Accessories Static Pressure
Economiser: • ' 0.20 in wg
Wet Coil' 0.04 in wg
Total External Static: . 0.64 in wg
Fan RPM: 1050
Fan Motor Size, hp' 1/3
NOTE: Medium Motor Speed, Horz
Electrical Data
Minimum Voltage: 187
Maximum Voltage: 253
Compressor RLA• 10.4
Compressor LRA: 54
Outdoor Fan FLA (ea): 0.9
Indoor Fan Motor FLA: 2
Power Supply MCA: 15.9
Power Supply MOCP, Fuse or HACR, U.S.A.: 25
Acoustics '
Sound Rating: 72.0 db
Sound Power Levels, db re 10E -12 Watts
Packaged Rooftop Builder 1.19b
Performance Summary For 2T Gas Ele
EQUIPMENT SCHEDULE t
Le al descri•tion
LEWIS C C -D C # 37 BEG N 81 -44 -15 E 199.17 FT FROM HUB AT END OF CURVE ON CENT LN OF DUWAMISH-
RENTON JUNCTION RD SD HUB BEING APPROX 1200 FT N AND 440 FT W OF 1/4 COR BET SECS 14 & 15 -23-4
TH N 49 -24 -00 W 2535 FT TH N 09 -36 -00 E 52 FT TO TRUE BEG TH 5 82 -40 -30 E 590 FT TH N 59 -22 -30 E 643.35 FT
TH N 01 -51 -30 W 343 FT TO LEFT BANK OF DUWAMISH RIVERBEING NLY BOUNDRY OF LEWIS D C TH SWLY
ALG SD BANK OF RIVER TO PT N 00 -39-40 W OF TRUE BEG TAI 5 00 -39 -40 E TO TRUE BEG ALSO POR OF C
LY W OF ABOVE DESCRIBED LAND SLY 16.15 FT AND A 16 FT STRIP ADJ AND PARL TO ELY LN OF R/W OF P S
ELEC CO FOR JOINT RD TGW LOT 47 OF PLAT OF RIVERSIDE INTERURBAN TRS
01/21/2009
12:24PM
•
PARTIAL ROOF PLAN
PROJECT DESCRIPTION:
1. REPLACE 1 EXISTING 2 -TON ROOFTOP GAS PACKAGED AIR
CONDITIONING UNIT (RTU -1) WITH NEW 2 -TON GAS
PACKAGED AIR CONDITIONING UNIT WITH ECONOMIZER.
GENERAL NOTES:
1. INSTALL 7 -DAY PROGRAMMABLE THERMOSTAT WITH 5°
DEADBAND.
2. ECONOMIZER TO PROVIDE 100% OUTSIDE AIR WITH PARTIAL
COOLING.
3. INSTALL GFCI OUTLET WITHIN 25' OF UNIT.
4. ROUTE CONDENSATE TO SPLASH BLOCK.
5. PROVIDE COMMISIONING REPORT WITH OPERATIONS AND
MAINTENANCE MANUALS.
SEPARATE PERMIT
REQUIRED FOR:
Ie ctrr tric a
E l
�. lecc
(P ii '; Piping
City of Tukwila
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 submittt I
and may include additional plan f =F. 7,
FILE COPY
Pern,K No. M �q 0 ( 0
Plan review approval is subject to errors and omissio
Approval of construction documents does not authori .
the violatiion of dopted code or ordinance. Rece
pp
of approved Fipd copy and conditions is acknowledg
B y `1101111110*
(N) RTU-1 [j ,p)
City OfltikwIla
BUILDING DIVISION
LIMMU I
CODE COMPLIANCE
APPROVED
FEB 0 5 2009
i,J ER
City Of ` ulOviIa
BUILDING DIVI ION
RECEIVED
FEB 02 2009
PERMIT CENTER