HomeMy WebLinkAboutPermit M02-116 - 7-ELEVENM02 -116
Seven - Eleven
14057 Interurban
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Parcel No.: 3365900865
i Address: 14057 INTERURBAN AV S TUKW
Suite No:
Tenant:
Name: SEVEN - ELEVEN
Address: 14057 INTERURBAN AV S, TUKWILA
Owner:
Name: SOUTHLAND CORP Phone:
Address: KWIK CHEK #17438, 2828 N HASKELL AVE
Contractor:
Name: SOURCE REFRIGERATION /HVAC INC
Address: 800 EAST ORAGETHORPE AVE, ANAHEIM, CA
Contractor License No: SOURCRI995P3
Value of Construction:
Type of Fire Protection:
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
$6,000.00
N/A
MECHANICAL PERMIT
Permit Number: MO2 -116
Issue Date: 06/13/2002
Permit Expires On: 12/10/2002
Contact Person:
Name: DOUG SCHENEMEN Phone: 253 261 -7972 (CELL)
Address: SOURCE REFRIGERATION /HVAC INC, 3902 WEST VALLEY HY N, #206
Phone:
Expiration Date: 10/05/2003
DESCRIPTION OF WORK:
REPLACING 2 EXISTING HEAT PUMPS WITH NEW PUMPS (492 LBS EACH) ON EXISTING CURBS.
Fees Collected:
Uniform Mechnical Code Edition:
$63.63
1997
Permit Center Authorized Signature:
Signature:
Print Name:
doc: Mech
Date: -a2
I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and
ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws
regulating construction or the performa •f work. I am authorized to sign and obtain this mechanical permit.
c..5j1G‘4_e-,Y2-‘.d/
• /
Date:
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.
MO2 -116 Printed: 06 -13 -2002
ACTIVITY NUMBER: MO2 -116 DATE: 6 -04 -02
PROJECT NAME: SEVEN - ELEVEN STORE
SITE ADDRESS: 14057 INTERURBAN AVENUE SOUTH
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Bung di m g l iiv sI IIV S o r o y
Public Works ❑
Complete ❑
APPROVALS OR CORRECTIONS:
Documents/routing slip.doc
2-28-02
�ERN!!T COORD COPY
PLAN REVIEW /ROUTING SLIP
Y1
tai 1p
Fire Prevention
Structural ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete
REVIEWER'S INITIALS:
PERMIT COORD COPY
Planning Division
Permit Coordinator
DUE DATE: 6-6 -02
Not Applicable ❑
Comments:
Permit: Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required ❑
REVIEWER'S INITIALS: DATE:
DUE DATE: 7-04 -02
Approved ❑ Approved with Conditions [Er Not Approved (attach comments) ❑
Notation:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
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ACTIVITY NUMBER: MO2 -116 DATE: 6 -04 -02
PROJECT NAME: SEVEN- ELEVEN STORE
SITE ADDRESS: 14057 INTERURBAN AVENUE SOUTH
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter #
Revision # After Permit Is Issued
DEPARTMENTS:
Building Division
Public Works
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Documents/routing slip.doc
2.28-02
;$,(
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Vz.„
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required
REVIEWER'S INITIALS:
❑ Planning Division ❑
❑ Permit Coordinator ❑
DUE DATE: 6 -6 -02
DATE:
DATE:
Not Applicable ❑
Comments:
Permit Center Use Only
INCOMPLETE: LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
i)g(
DUE DATE: 7-04 -02
Not Approved (attach comments) ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
PERMIT NO.:2.
MECHANICAL PERMIT APPLICATIONS
INSPECTIONS
❑ 2
❑ 50
❑ 60
❑ 610
❑ 700
❑ 1080
❑ 1090
1100
1101
❑ 1102
❑ 1105
❑ 1115
❑ _ 1400
1800
4015
0
CONDITIONS
10001
Pre - construction
WSEC Residential
WA Ventilation/Indoor AQC
Chimney Installation/All Types
Framing
Woodstove
Smoke Detector Shut Off
Rough -in Mechanical
Mechanical Equipment/Controls
Mechanical Pip /Duct Insul
Underground Mech Rough -in
Motor Inspection
Fire - Final
Mechanical - Final
Special -Smoke Control System
No changes to plans unless approved by Bldg
Div
10002 Plumbing permits shall be obtained through King
Co
10003 Electrical permits obtained through L & I
10005 All permits, insp records & approved plans
available
10014 Readily accessible access to roof mounted
equipment
❑ 10016 Exposed insulation backing material
10019 All construction to be done in conformance
w /approved plans
10027 Validity of Permit
10036 Manufacturers installation instructions required
on site
❑ 10041 Ventilation is required for all new rooms &
spaces
❑ 10042 Fuel burning appliances
❑ 10043 Appliances, which generate....
❑ 10044 Water heater shall be anchored....
Additional Conditions:
TENANT NAME: d €Ji A V ev
FEES
Basic Fee (Y/N)
Supplemental Fee (Y/N)
Plan Check Fee (Y/N)
Furnace/Burner
to 100,000 BTU (qty)
Over 100,000 BTU (qty)
Floor Furnace (qty)
Suspended/Wall/Floor- mounted Heater (qty)
Appliance Vent (qty)
Heating/Refrig/Cooling Unit/System (qty)
Boiler /Compressor
to 3 HP /100,000 BTU (qty)
to 15 HP /500,000 BTU (qty)
to 30 HP /1,000,000 BTU (qty)
to 50 HP /1,750,000 BTU (qty)
over 50 HP /1,750,000 BTU (qty)
Air Handling Unit
to 10,000 cfm (qty)
over 10,000 cfm (qty)
Evaporative Cooler (qty)
Ventilation Fan (qty)
Ventilation System (qty)
Hood (qty)
Incinerator — Domestic (qty)
Incinerator — Comm /Ind (qty)
Other Mechanical Equipment (qty)
Other Mechanical Fee (enter $$)
Add'l Fees — Work w/o Permit (Y/N)
Insp Outside Normal Hours (hrs)
Reinspections (hrs)
Miscellaneous Inspections (hrs)
Add'I Plan Review (hrs)
Reviewer: ( Date: V
Plan Reviewer:
Permit Tech: -1 Date:
ACTIVITY NUMBER: MO2 -116 DATE: 6 -04 -02
PROJECT NAME: SEVEN - ELEVEN STORE
SITE ADDRESS: 14057 INTERURBAN AVENUE SOUTH
X Original Plan Submittal Response to Incomplete Letter #
Response to Correction Letter # Revision # After Permit Is Issued
DEPARTMENTS:
Building Division ❑
Public Works ❑
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete ❑
REVIEWER'S INITIALS:
Documents/routing slip.doc
2-28-02
APPROVALS OR CORRECTIONS:
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
Incomplete
57'
REVIEWER'S INITIALS:
a.,
Planning Division
Permit Coordinator
DUE DATE: 6-6 -02
Not Applicable ❑
Comments:
Permit Center,: Use -Only
INCOMPLETE LETTER'MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
TUES /THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required
C ^I � DATE:
2r-
DUE DATE: 7-04 -02
Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) ❑
Notation:
DATE:
Permit Center. Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
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Project me/Tenant: / -
Value of Mechanical Equi�rt5nt:
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Tax Parcel Number:
Property � er :
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Phone: ( )
Street Address: City State/Zip:
Fax #: ( )
Contractor
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Phone: ( )
�5 3 g33- g30c7
Street Address: / St a e/Zi •
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Fax #: ( )
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r Contf Person: J
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Phone:
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Stree r at � / vii <7 wV iv * ?o / -CL✓rt ry ln/ir /
Fax (3 133_ 67,370
VUILDING`O ER:OR��AUT 1ZED°AGENTc
Date: r!i _�D�
Signature:
Print name:
Phone: (
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Fax #: ( )
Add 0? 1-Je0J 104/ ✓ /7 j I /11 106
City/State/ ip.
L4 9Soo/
CITY OF T( ':WILA
Permit Center
6300 Southcenter Boulevard, Suite 100
Tukwila, WA 98188
(206) 431 -3670
I ti.' SIAM I USE. ONI Y
Project Number.
Permit Number.
Mechanical Permit Application
Application and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or facsimile.
ECHANICAL PERMIT° REVIEW. AND , APPRO- VAL REQUESTEDi`.(TO,RE FILLEDrOUT. RYAPPLICANT) ;'
Description of work to 1: done (please be specific): / /
0��1�cG e.Xist, he / /
lam// h 'let,/ 11 - ( 1.
/c5�r` 1I ' �
or) ex ec ,. 5. b
Current copy of Washington State Department of Labor and Industries Valid Contractor's License. If not available at the time of
application, a copy of this license will be required before the permit is issued OR submit Form H-4, "Affidavit in Lieu of Contractor
Registration ".
Building Owner /Authorized Agent: If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the
State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the
permit will be required as part of this submittal.
l HEREBY CERTIFY THAT ! 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.
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 extend the time for action by the applicant for a period not exceeding 180 days upon written
request by the applicant as defined in Section 114.4 of the Uniform Mechanical Code (current edition). No application shall be
extended more than once.
Date application accepted:
Date application expires:
Application taken by: (initials)
SoeS
11/2/99
mech permitdoc
✓
'
Submittal Requirements
, Floor plan and system layout
a
Roof plan required to identify individual equipment and the location of each installation (Uniform
Mechanical Code 504 (e))
Details and elevations (for roof mounted equipment) and proposed screening
Heat Loss Calculations or Washington State Energy Code Form #H -7
H.V.A.C. over 2,000 CFM (approximately 5 ton and larger) must be provided with smoke detection shut -
off and will be routed to the Fire Prevention division for additional comments (Uniform Mechanical
Code 1009).
Specifications must be provided to show that replacement equipment complies with the efficiency ratings
and other applicable requirements of the Washington State Nonresidential Energy Code.
Structural engineer's analysis is required for new and the replacement of existing roof equipment
weighing 400 pounds and greater (Uniform Building Code 1632.1). Structural documentation shall be
stamped by a Washington State licensed Structural Engineer.
Mechanical Permits
COMMERCIAL
mplete sets of drawings and attachments required with application submittal
NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water
heaters or vents being installed or replaced.
RESIDENTIAL: Two complete sets of attachments required with application submittal
Submittal Requirements
New Single Family Residence
Heat loss calculations or Form H -6.
Equipment specifications.
Change -out or replacement of existing mechanical equipment
I Narrative of work to be done, including modification to duct work.
Installation of Gas Fireplace
Narrative with specification of equipment and chimney type.
If using existing chimney, provide a letter by a certified chimney sweep stating that the chimney is in safe
condition.
NOTE: Water heaters and vents are included in the Uniform Mechanical Code — please include any water
heaters or vents being installed or replaced.
Signature:
Print Name:
doc: Conditions
City of Tukwila
Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
PERMIT CONDITIONS
Parcel No.: 3365900865 Permit Number: MO2 -1 16
Address: 14057 INTERURBAN AV S TUKW Status: ISSUED
Suite No: Applied Date: 06/04/2002
Tenant: SEVEN - ELEVEN Issue Date: 06/13/2002
1: ** *BUILDING DEPARTMENT * **
2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division.
3: Plumbing permits shall be obtained through the Seattle -King County Department of Public Health. Plumbing will be inspected by
that agency, including all gas
piping (296 - 4722).
4: Electrical permits shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be
inspected by that agency
(206 - 835 - 1111).
5: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These
documents are to be
maintained and available until final inspection approval is granted.
6: Readily accessible access to roof mounted equipment is required.
7: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as
amended, Uniform Mechanical Code
(1997 Edition), and Washington State Energy Code (1997 Edition).
8: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations 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 ordinance of the jurisdiction. No permit presuming to
give authority to violate
or cancel the provisions of this code shall be valid.
9: Manufacturers installation instructions required on site for the building inspectors review.
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
MO2 -116
Date:
Printed: 06 -13 -2002
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TRANSACTION LIST:
doc: Receipt
City of 1 ukwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Payee: SOURCE REFRIGERATION /HVAC INC
Amount
RECEIPT
Parcel No.: 3365900865 Permit Number: MO2 -116
Address: 14057 INTERURBAN AV S TUKW Status: APPROVED
Suite No: Applied Date: 06/04/2002
Applicant: SEVEN - ELEVEN Issue Date:
Receipt No.: R020000786 Payment Amount: 63.63
Initials: SKS Payment Date: 06/13/2002 11:06 AM
User ID: 1165 Balance: $0.00
Type Method Description
Payment Check 3112 63.63
ACCOUNT ITEM LIST:
Current Pmts
MECHANICAL - NONRES
PLAN CHECK - NONRES
Description Account Code
000/322.100 50.90
000/345.830 12.73
Total: 63.63
Printed: 06 -13 -2002
FILE COPY
I understand that the Plan Check approvals are
subject to errors and omissions and approval of
plans does not authorize the violation of any
adopted code or ordinance. Receipt of con-
tractor's copy of approved plans acknowledged.
By
Date
Permit No.
MOP.- 114
SEPARATE PERMIT
REQUIRED FOR:
0 MECHANICAL
ELECTRICAL
&PLUMBING
grtAS PIPING
CITY OF TUKWILA
BUILDING DIVISION
Froyvi 0 -C 34
'i 4 r
ccess
CC Ce„
(0Orn
RECEIVED
CITY OF TUKWILA
JUN 0 4 2002
OF TUKWILA
' PROVED
PERMIT CENTER
- 7 2002
' O fED
G DIVItt0Q
•
FILE COPY
Packaged Heat Pumps
PrecedentTM
3 through 5Tons - 60 Hz
Febru 2001
/T&S-i'/'
RECEIVED
CITY OF TUKWILA
JUN 0 4 2002
PERMIT CENTER
CITY OF TUOILA
A N ?O'FD
JUN --
5 fs >i1 i c�1
fs�rjgxxs^ ^� \' t y'tC h
PKGP PRC003 -EN
Performance
Data
Table PD -17 - 5 Ton Single Phase Heating Capacities (Net) WSC60A1 At 2000 CFM
Instantaneous Heating Capacity (Btuh /1000) Integrated Heating Capacity (Btuh11000) Total Power in Kilowatts At
Outdoor At Indicated Indoor Dry Bulb Temp. At Indicated Indoor Dry Bulb Temp.' Indicated Indoor Dry Bulb Temp.
F. 60 70 75 80 60 70 75 80 60 70 75 80
-8 21.4 20.4 20.0 19.7 19.3 18.4 18.0 17.7 4.44 4.82 5.02 5.22
-3 24.3 23.3 22.9 22.6 21.9 21.0 20.6 20.3 4.53 4.90 5.10 5.31
2 27.3 26.3 25.9 25.6 24.6 23.7 23.3 23.0 4.62 4.99 5.19 5.40
7 30.5 29.5 29.0 28.7 27.5 26.6 26.1 25.8 4.71 5.08 5.28 5.49
12 33.8 32.8 32.3 31.9 30.4 29.5 29.1 28.7 4.81 5.18 5.38 5.59
17 37.2 36.2 35.7 35.3 33.5 32.6 32.1 31.8 4.90 5.28 5.48 5.70
22 40.9 39.8 39.2 38.8 36.8 35.8 35.3 34.9 5.00 5.38 5.58 5.80
27 44.6 43.4 42.9 42.3 40.1 39.1 38.6 38.1 5.10 5.48 5.69 5.92
32 48.5 47.2 46.6 46.0 43.7 42.5 41.9 41.4 5.21 5.59 5.81 6.03
37 52.4 51.0 50.4 49.7 47.2 45.9 45.4 44.7 5.32 5.70 5.92 6.15
42 56.3 54.8 54.2 53.4 50.7 49.3 48.8 48.1 5.43 5.82 6.05 6.28
47 60.3 58.8 58.0 572 60.3 58.8 58.0 57.2 5.55 5.95 6.17 6.41
52 64.4 62.8 61.9 61.0 64.4 62.8 61.9 61.0 5.67 6.09 6.31 6.55
57 68.5 63.6 65.8 61.7 68.5 63.6 65.8 61.7 5.81 6.11 6.46 6.56
62 69.5 676 66.5 65.4 69.5 67.6 66.5 65.4 5.86 6.27 6.50 6.73
67 73.6 71.5 70.4 69.2 73.6 71.5 70.4 69.2 6.02 6.44 6,67 6.90
72 77.7 75.4 74.3 73.1 777 75.4 74.3 73.1 6.19 6.61 6.84 7.08
For other airflow conditions, see heating capacity correction factor (Table PD -21).
Net heating capacity and power input includes indoor fan heat at ARI esp. To obtain not heating at other conditions, subtract fan heat at this condition and add fan heat at
new condition.
NOTE:
1. Integrated heating capacities and powers include the effects of defrost in the frost region. All heating capacities and power (kw) are at 70% OD relative humidity and
Table PD-18 - 5Ton Three Phase Heating Capacities (Net) WSC060A3, A4, AW At 2000 CFM
PKGP- PRC003 -EN
Instantaneous Heating Capacity (Btuh /1000)
A t )
e MANE°
Integrated Heating Capacity (Btuh /10001 Total Power in Kilowatts At
Outdoor At Indicated Indoor Dry Bulb Temp. At Indicated Indoor Dry Bulb Temp.' Indicated Indoor Dry Bulb Temp.
F. 60 70 75 80 60 70 75 80 60 70 75 80
- 21.1 20.1 19.7 19.4 19.0 18.1 17.7 17.5 4.30 4.69 4.90 5.11
-3 24.0 23.0 22.6 22.3 21.6 20.7 20.3 20.1 4.39 4.78 4.98 5.19
2 27.0 26.0 25.8 25.6 24.3 23.4 23.2 23.0 4.48 4.86 5.06 5.27
7 30.3 29.4 29.0 28.8 27.3 26.5 26.1 25.9 4.57 4.94 5.15 5.35
12 33.8 32.8 32.4 32.0 30.4 29.5 29.2 28.8 4.65 5.03 5.23 5.45
17 37.4 36.3 35.8 35.4 33.7 32.7 32.2 31.9 4.74 5.12 5.32 5.54
22 41.1 39.8 39.3 38.9 37.0 35.8 35.4 35.0 4.83 5.21 5.42 5.64
27 44.9 43.5 42.9 42.5 40.4 39.2 38.6 38.3 4.92 5.31 5.52 5.75
32 48.7 47.3 46.7 46.2 43.8 42.6 42.0 41.6 5.02 5.41 5.63 5.86
37 52.5 51.0 50.4 49.8 47.3 45.9 45.4 44.8 5.12 5.52 5.74 5.97
42 56.4 54.8 54.2 53.6 50.8 49.3 48.8 48.2 5.23 5.63 5.86 6.09
47 60.3 58.8 58.1 57.4 60.3 58.8 58.1 57.4 5.34 5.75 5.98 6.22
52 64.4 62.8 62.0 61.3 64.4 62.8 62.0 61.3 5.46 5.88 6.11 6.35
57 68.4 63.6 66.0 61.9 68.4 63.6 66.0 61.9 5.59 5.90 6.25 6.35
62 69.4 67.6 66.7 65.7 69.4 676 66.7 65.7 5.64 6.05 6.28 6.51
67 73.5 71.6 70.6 69.6 73.5 71.6 70.6 69.6 5.79 6.21 6.44 6.68
72 77.7 75.7 74.6 73.5 777 75.7 74.6 73.5 5.95 6.38 6.61 6.85
For other airflow conditions, see heating capacity correction factor (Table PD -21).
Net heating capacity and power input includes indoor fan heat at ARI esp. To obtain net heating at other conditions, subtract fan haat at this condition and add Ian heat at
now condition.
NOTE:
1. Integrated heating capacities and powers include the effects of defrost in the frost region. All heating capacities and power (kw) are at 70% OD relative humidity and
demand defrost cycle.
23
All dimensions are in inches/millimeters.
Note: If Novar Controls are ordered, height of
cabinet is increased to 361/4 (921 mm)
32
Unit Clearance and
Roof Opening
Dimensional
Data
EVAPORATOR SECTION
ACCESS PANEL
CONDENSATE DRAIN
14 . 14 NM DIA. HOLE
14'
356 MM
4 1/4'
106 MM
23 9/16'
59! MM
69 718 42 114'
1749 MM 1073 MM
2' ELECTRICAL CONNECTION
(SINGLE POINT POWER
WHEN HEAT INSTALLED)
37 7/16'
051 MM 25 3/16'
640 MM
65 3/4'
1670 MM
663/76' - 40'
(1732 MM) (1016MM)
CLEARANCE 48' (1219 MM)
CONTROL AND COMPRESSOR
1 314'
45 MM
CLEARANCE 37' (940 MM)
S 518'
143 MM
9518'
244 MM
6318'
213 MM
TOP PANEL
4 /4
106MM.
9/16'
141 MM
7 501
194 MM
44 1 /4'
1124 MM
65116'
6114• 1656 MM
1566 MM
1614'
425 MIA
40 3/4'
1034 MM
41 7/16'
1057 MM
TYPICAL ROOF OPENING
7 CONDENSER FAN
32 1/4'
819 MM
CONDENSER COIL
UNIT CONTROL WIRE
7/6' (22MM) DIA. HOLE
SERVICE GAUGE PORT ACCESS
1 318' (35MM) DIA HOLE
UNIT POKER WIRE
1 3/32• (26MM) 014 HOLE
CLEARANCE
HORIZONTAL FLOW - 18' (457 MM)
DOWNFLOW 36' (914 MM)
37• \
1940 MM)
4 1/2'
(1 4 130 MM).1/
CLEARANCE 36' (914 MM)
PKGP-PRC003•EN
Downf low Airflow Supply/Return;
Through the Base Utilities
Horizontal Airflow Supply /Return
PKGP.PR0003 -EN
All dimensions are in inches/millimeters.
Downflow Duct Connections — Field Fabricated
Dimensional
Data
24'
610MM
k._14 1115
/ (357 MG_
24 3/6'
(619 MM)
14'
356 MM
irra
3 W16'
96 MM 5971MM
163/16'
(411 MM)
THROUGH
THE BASE
ELECTRICAL
TRAIN.
16 1116'
(459 MM)
1/16'
12 6 M
9 15/16',.�f
253 MM
ALL FLANGES 1 114' (32 MM)
— 6 10
311/16• 165MM
94MM 1_
3/4'
121 MM
y /4
31/4"
337h1M
225MM
i
3/414 NPT ALTERNATE
DRAIN CONNECTION
3 3116'
B1MM
23 114'
591 MM
33
All dimensions are in inches.
Economizer, Manual, or Motorized Fresh Air
Damper
See Page 33 for Through the Base Utilities Information
34
Dimensional -, T i J Options,
Acc s o i.
Data
•
36 11/16' 32 7/8"
(932 MM) (835 MM)
•
44 15/16' - -
(1141 MM)
Swing Diameter for Hinged Doors Option
Barometric Relief Damper
PKGRPRC003•EN
•
Weights
Table W 1 — Maximum Unit Weights, Corner Weights (Lbs)And Center Of Gravity Dimensions (In.)
Tons
3 WSCO36A
4 WSC048A
5 WSC060A
PKGP- PRC003•EN
Maximum Weights (Lbs)
Unit
Model No. Shipping Net A B C D Length Width
1. Corner weights are given for information only.
A
CENTER
GRAVITY
WIDTH
496 442 138 110 88 105 31 19
528 474 151 114 95 114 31 19
546 492 160 118 97 117 31 19
CENTER OF GRAVITY
�--- LENGTH
a.,. .1,41 .:t�.i:s;:�1.:.s..ti :ay.wc..�:x.o:.,uS..a:h : Aff i .i:.W= C;r:e:.tis::d;L.i.':.4,: .. - rslOr
D
CENTER OF GRAVITY
Corner Weights (Lbs)' Center of Gravity (In.)
B
C
Table W-2 — 3 - 5 Ton Factory- installed Options Net
Weights (Lbs)'
Option Weight
Economizer 26
Manual Outside Air Damper 16
Motorized OA Damper 20
Barometric Relief 7
Roof Curb 70
Belt Drive Motors 31
Oversized Motor 5
Electric Heaters 15
All Zone Sensors 1
Hinged Doors 10
Powered Convenience Outlet 38
Through the Base Electrical 5
Unit Mounted Circtui Breaker 5
Unit Mounted Disconnect 5
Coil Guard 12
Novar Control 8
Smoke Detector, Return 7
Smoke Detector, Supply 5
NOTES
I Weights for options not listed we >5 tb5
2 Nel weight should be added to unit Weight when ordering
factory installed options
Structural Calculations
for
Seven - Eleven
14057 Interurban Ave S.
Tukwila, Washington
Prepared for: Source Refrigeration & HAVC, Inc.
By D.S. Engineering (Job: 2130)
3121 147 Place SE
Mill Creek, WA 98012
Tel: 425 - 338 -4776
Fax: 425-337-7140
RECEIVED
CITY OF TUKWILA
JUN 0 4 2002
PERMIT CENTER
CITY Of TUKWILA
APPROVED
JUN - 7 2002
As N)oiL
— KT! G 6-17�.�tS
EXISTING PLATFORM
W/ MECH. UNIT
(NO CHANGES)
EXISTING PLATFORM
AND NEW MECH. UNIT
EXISTING PLATFORM
AND NEW MECH. UNIT
EXTERIOR WALL
G
,P
G
EXISTING PLATFORM
W/ MECH. UNIT V
(NO CHANGES)
V
V
G
P
G
G
G
771';
Ill.Z Z 71771011UIU1 feI7.1U101!!TIOl!! 71 ZW011lJ101!Z 71 Z7IL Z 11UIa TI Z ZIOl!!TZ Z ZI Z PIlZ 71011Il! Z ZAe
WOOD FRAME PARAPET (EXISTING)
EXISTING ROOF FRAMING PLAN •
SCALE' 1/8'= 1' -0'
8' C.M.U.
7 -11 STORE'
14057 INTERURBAN AV. S.
TUKWILA, WASHINGTON
/ ,r- r r�e
DAC e ngineering
3121 147TH PLACE S.E.
MILL CREEK, WA 98012
(T) 425- 338 -4776
(F) 425 -337 -7140
2
W
Q 2
J V
0
(n 0
�W
ui 0
22 d
I- al
W O Lu
U 0
1-
W W
H
LL O .
W Z
0-
0
z
r
z
E
z
;72E;
W
X X
Li LI
W
a
fl- I--
a �
1:4 ■
TOP CHORD OF
EXISTING 32' TJL
PR ❑VIDE (1) -1/4' DIA. (2' PENETRATION) LAG SCREW
AT MIDDLE WI FENDER WASHER BETWFTN NEW MECH.
UNIT CURVE AND EXISTING PLATFORM AT THIS SIDE
BOTTOM CHORD OF
EXISTING 32' TJL
7 -11 STORE;
14057 INTERURBAN AV. S.
TUKWILA, WASHINGTON
USE TOTAL (6) -1/4' DIA. (2' PENETRATI ❑N)
LAG SCREWS W/ FENDER WASHER BETWEEN
MECH. UNIT CURVE AND EXISTING PLATFORM
(PROVIDE ONE SCREW AT EACH CORNER AND
ONE AT EACH LENGTH AS SHOWN BELOW)
PROVIDE (1) -114' DIA. (2' PENETRATION) LAG SCREW
AT MIDDLE W/ FENDER WASHER BETWEEN NEW MECH.
UNIT CURVE AND EXISTING PLATFORM AT THIS SIDE
EXISTING CEILING
EXISTING PLYWOOD
ROOF SHT•G
EXISTING
32' TLJ 8 32' D.C.
D.E. Engineering
3121 147TH PLACE S.E.
MILL CREEK, WA 98012
(T) 425 -338 -4776
(F) 425 -337 -7140
z
I
DL
0 0
w0
f
N
WO
g Q
co 3
W
z :
UJ W
0
0 92
O I-
W
I- F
11 z
V - .
0
z
Roof:
Z
Load Table :
00
iu.:. +•:. '� :5:�� t::::ix�:'- - yi::: a1 .4I�i::.s•,:and��e.:.:�s:�ic:
co°
COW
W O
Roofing 2.8 psf
u.
Roof Sheathing( =5/8" Plywood) 1.8 psf
Insulation 0.8 psf w
32" TJL Truss @ 32" oc 1.8 psf z
Metal Suspension System: Ceiling 1.8 psf z o
Mech. /Elec. /Misc. 2.0 psf 2 uj
Dead Load: 11.0 psf o
Live Load(Snow): 25.0 psf °
w w ,
u.
.z
U=
O F-
Lateral Analysis:
: Model: TRANE- YSC060A: WT. :522#
Seismic Design:
F = ((a, C. I, ) /Rp)x(1 +3h, /h W, = 1.2 W,
From: a, = 2.5
C. = 0.36
I, =1.0
R, = 3.0
h = h
W, = Mech Unit Weight = 522 lb.
Mech Unit: W = 44.25 in.
YSC060A D = 69.875 in.
H = 32.25 in. Provided 14" Max. Curve under Mech. Unit
Weight = 560.00 lb.( Unit Weight + Misc)
F /1.4 = 480 lb.
Check Overturning :
T1 = C1 = (Fp /1.4) * {(H + 14)/ 2} / W = 251 lb.
T2 = C2 = (Fp /1.4) *{(H + 14)/ 2} / D = 159 lb.
Res = .85x(Unit Weight /2) = 238 lb.
Design for Wind:
Wind Load = (C,)(C,)(Q,)(I) = 22.6 psf
T net : 13 lb.
From: C. = 1.06 :Exposure "C"
C = 1.30 :Primary Frames Systems: Mothod 2
Q = 16.4 :80 mph
I = 1.0
F Total = 507 lb. < - - -- Critical Direction
Check Overturning :
T1 = C1 = [Wind Load *W * {(H +14) ^2 /2 }] /D =
T2 = C2 = (Wind Load *D * {(H +14) ^2 /2 }] /W =
Res = (2 /3)x(Unit Weight /2) =
106 lb.
265 lb.
187 lb.
T net : 78 lb.
> : Provide (1) -1/4" Dia. Lag Screws at each corner of Mech. Unit
Minimum: Total (6) -1/4" Dia. Lag Screws (2" Penetration Min)
between Mech. Units and Platform Member
W /W' +Z /Z'= 0.78 <1.00 O.K.
from W: 39 lb.(=78 / 2 Screws)
W': 203 lb.
Z: 84.5 lb.(=507 / 6 Screws)
Z': 144 lb.
14
Withdrawal Load for Lag Screws:
W' = W p (product of adjustment factor)
= Wp CDCMCt
W : (from NDS Table 9.2A)
CD, CM Ct (see NDS 2.3)
p = effective thread penetration (in) :assume 2/3 of wood screws length.
CD : 0.90 (see NDS 2.3.2:permanent)
C : 1.00 (see NDS 2.3)
C : 1.00 (see NDS 2.3)
Ceg = 0.75 (the end grain factor)
Adj. Factor= 0.675
Lateral Load for Lag Screws:
Z' = Z (product of adjustment factor)
= Z CD CM Ct C C_ Cd C
Z: (see NDS Table 9.3A)
CD, CM Ct (see NDS 2.3)
CD = 1.33 (see UBC table 2.3.2)
C = 1.00 (see NDS 2.3)
C = 1.00 (see NDS 2.3)
C = 1.00 (see NDS 2.3)
C_= 1.00 (see NDS 9.4.2)
Cd = 1.00 (see NDS 9.3.3)
C = 0.675 (the end grain factor)
Adj. Factor= 0.90
1 " penetration to main member
2 " penetration to main member
3 " penetration to main member
4 " penetration to main member
5 " penetration to main member
6 " penetration to main member
Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D.
Min, penetratio " penetration to main member
1" penetration to main member
2" penetration to main member
3" penetration to main member
4" penetration to main member
5" penetration to main member
6" penetration to main member
2 /4
-1
U)
,C0 w.
�
w O.
og
D. a
z�
O
w
D p
U
O N
0H
WW
H
U. O
w z
U=
O~
z
Lag Screws Dia.
1/4"
3/8"
1/2"
5/8"
Z
160
250
340
470
Z'
72
-
-
-
Z'
144
150
153
-
Z'
144
224
229
253
Z'
144
224
305
338
Z'
144
224
305
422
Z'
144
224
305
422
Withdrawal Load for Lag Screws:
W' = W p (product of adjustment factor)
= Wp CDCMCt
W : (from NDS Table 9.2A)
CD, CM Ct (see NDS 2.3)
p = effective thread penetration (in) :assume 2/3 of wood screws length.
CD : 0.90 (see NDS 2.3.2:permanent)
C : 1.00 (see NDS 2.3)
C : 1.00 (see NDS 2.3)
Ceg = 0.75 (the end grain factor)
Adj. Factor= 0.675
Lateral Load for Lag Screws:
Z' = Z (product of adjustment factor)
= Z CD CM Ct C C_ Cd C
Z: (see NDS Table 9.3A)
CD, CM Ct (see NDS 2.3)
CD = 1.33 (see UBC table 2.3.2)
C = 1.00 (see NDS 2.3)
C = 1.00 (see NDS 2.3)
C = 1.00 (see NDS 2.3)
C_= 1.00 (see NDS 9.4.2)
Cd = 1.00 (see NDS 9.3.3)
C = 0.675 (the end grain factor)
Adj. Factor= 0.90
1 " penetration to main member
2 " penetration to main member
3 " penetration to main member
4 " penetration to main member
5 " penetration to main member
6 " penetration to main member
Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D.
Min, penetratio " penetration to main member
1" penetration to main member
2" penetration to main member
3" penetration to main member
4" penetration to main member
5" penetration to main member
6" penetration to main member
2 /4
-1
U)
,C0 w.
�
w O.
og
D. a
z�
O
w
D p
U
O N
0H
WW
H
U. O
w z
U=
O~
z
Lag Screws Dia.
1/4"
3/8"
1/2"
5/8"
W
225
305
378
447
W'
101
137
170
201
W'
203
275
340
402
W'
304
412
510
603
W'
405
549
680
805
W'
506
686
851
1006
W'
608
824
1021
1207
Withdrawal Load for Lag Screws:
W' = W p (product of adjustment factor)
= Wp CDCMCt
W : (from NDS Table 9.2A)
CD, CM Ct (see NDS 2.3)
p = effective thread penetration (in) :assume 2/3 of wood screws length.
CD : 0.90 (see NDS 2.3.2:permanent)
C : 1.00 (see NDS 2.3)
C : 1.00 (see NDS 2.3)
Ceg = 0.75 (the end grain factor)
Adj. Factor= 0.675
Lateral Load for Lag Screws:
Z' = Z (product of adjustment factor)
= Z CD CM Ct C C_ Cd C
Z: (see NDS Table 9.3A)
CD, CM Ct (see NDS 2.3)
CD = 1.33 (see UBC table 2.3.2)
C = 1.00 (see NDS 2.3)
C = 1.00 (see NDS 2.3)
C = 1.00 (see NDS 2.3)
C_= 1.00 (see NDS 9.4.2)
Cd = 1.00 (see NDS 9.3.3)
C = 0.675 (the end grain factor)
Adj. Factor= 0.90
1 " penetration to main member
2 " penetration to main member
3 " penetration to main member
4 " penetration to main member
5 " penetration to main member
6 " penetration to main member
Min Edge Dist. =1.5D, End Dist. =4D, Spacing =4D.
Min, penetratio " penetration to main member
1" penetration to main member
2" penetration to main member
3" penetration to main member
4" penetration to main member
5" penetration to main member
6" penetration to main member
2 /4
-1
U)
,C0 w.
�
w O.
og
D. a
z�
O
w
D p
U
O N
0H
WW
H
U. O
w z
U=
O~
z
4)1= x eY
�ll= 0') r 6 6,61 .41/
q61 496 /6 T r Hko tur.
/6 = cNAi f tft (
t LN'T C)
C i e C f (4)t)L. _ ,4 '3
•›.0
tx.= 166
Pu_= 134*
166x — R c /a. - Cis +Bv )
iitvz)
M z 2 I a13 '
: &)[ I* % /
.6 _
dvri I 7/ o/ l off✓ i ► I � p• Imo.
p.fic7„
dr
M�FI � IIrJT
De•th
S an
14
L -S . ,
16
L
18
L.. SL
20
FL
•SL
i'.
22
FL SL
.2 ..
• :4.;
..
ri��
'�� :A+�'"
7
itla
-l�iE!�t
L:(W7as�t�9i
• ,,,,,:,
7SE
: tiir�•
3r ti
i,L"3.3{�_01
"' gni°ie
F., t� n.
�1�►.. n..�1il�:l�l�...ilt�:
,:, :.
,:L" ni *
':; ' _ JL. '
,r'. •••s
' ^ 7'1 "�
�.: ..
✓:! �.'. '
14
328
4!141
361 361
358
358
350
350
341 341
329
329
317
317
304
304
292
292
200 28J
270 270 259 259 248
248 239 239
$ "t. 1
16
258
%k11
292 ; Alit,,
325
325
332
332
325 325
316
31G
305
305
294
294
283
283
272
272
263
2153
253
253
244
244
234
234
'
18
215
7ili
245 %Alta,
273
','/a'
300
300
311 311
303
303
294
294
285
285
275
275
265
265
257
257
248
248
239
239
230
230
r
20
179
517••
204 •710}
228
ry4ij :l
252
' 7Te d
275 Y(bj3t
292
292
284
284
276
276
268
268
259
259
251
251
243
243
234
234
226
226
;;
22
141
147
169 1 9(4•)
189
PP).
209
�Xcli)
229 .401
248
414
267
267
268
268
261
261
253
253
246
246
238
238
230
230
24
112
122
145 V.
165
tilt iP
183
;
201 '11
218
'., 98T
235
'': -10
251
251
254
254
247
247
240
240
233
233
226
226
26
90
105
116 124
140
VA I
155
; :iH4
170 '•.610
185
. „+
200
-111:'
214
!'''A ! ;
228
. •'•'•:
241
241
235
235
229
229
222
222
215
215 T '
28
74
91
95 105
119
124
1313
; Irlit
152 :,01191
165
.14 r
179
n ,1
192
205
i 1 :
217
J "'d:,:
222
222
224
224
218
218
212
212
30
62
79
79 92
99
107
119
. tie
131 1,0
143
1111:1
154
•i .'
166
'`Ci'
177
1;,
188
• 't
201
"•''1•! .
204
' ' ^i"
210
210
208
208 it
32
52
69
67 81
83
92
100
it ofd
119 ii'ifl
129
,r.°'1
140
I :
150
..
161
, 1 l'
171
176
.
186
I ,•
193
1 13
194
194 1:4
34
44
58
57 71
70
81
85
91
101 ilOi1,
113
0.
123
d.:'
132
141
i
150
161
i '-
164
170
'•
.179
c. •:
36
37
49
49 64
60
72
73
81
87 90
99
4:1
112
121
129
'1 4:
138
' I
142
151
.
157
1
38
42
42 56
52
65
63
73
75 81
88
. 1'1:'
97
105
, °•t
11
i
125
,:. '
131
.
135
'
143
148
40
36
36 48
46
62
56
69
66 76
77
83
89
•1
97
104
:..
111
■•■ 1•:
119
i i j1
125
• •
128
•s
' 133
- (y.< 0'•;
42
41
40
53
49
64
59 71
68
77
79
84
89
•il
97
=t:..
103
- . 1071•
107
I,. r/•
112
119
122
' hr.•' a,
A
36
47
43
55
51 61
59
67
68
73
78
'.+
85
93
• ' 1 `
100
.'' +''
105
.
107
114
'1 .' •,,
4
41
38
49
45 55
52
60
61
66
69
77
•,
82
87
94
!
101
103
48
36
45
40 50
47
55
54
60
62
65
70
75
80
85
.
91
97
's1
50
40
46
42
51
48
55
55
60
62
",.
69
1
73
78
82
88
I. ••'1'd
52
43
38
47
43
51
50
55
56
59
63
' ix
67
72
76
80
• i, . ? :
54
39
43
39
47
45
51
50
54
57
- 1
62
66
1
70
74
1. ' '
56
39
43
41
47
46
50
51
54
57
61
65
r
69
58
40
37
44
42
47
47
50
52
57
61
64
i '. •l1
60
41
38
44
43
47
47
50
53
57
60
62
39
42
39
44
43
47
48
50
53
56
;.
64
39
42
40
45
44
48
49
.:I
53
1;
66
40
37
42
41
45
45
47
49
∎•' t'•' • ' -
68
40
38
42
41
45
45
47 h ' "1; ='
70
38
40
38
42
42
44 c ' .''N
Load Tables /Snow (115 %)
Allowable Uniform Load (plf)
TJL"" Series
TJLXTM Series
.
!��Y?
226
202
175
1• ,1 1 ,1
1
g.
171
149
133
;''G
•
137
124
113
270 270
263 263
257 257
251 251
246 246
240 240
235 235
230 230
218 2113
198 198
182 182
161
259 259
253 253
248 248
243 243
238 238
233 233
229 229
224 224
220 220
206 206
186 186
171
248 248
244 244
239 239
234 234
230 230
226 226
222 222
218 218
214 214
206 206
192 192
178 178
239 239
234 234
230 230
226 226
222 222
219 219
215 215
212 212
206 208
205 205
194 194
180 180
149
132
120
109
100
92
152
142
127
116
106
98
162
145
135
122
114
103
95
88
82
167 167
150
137
129
117
110
84
75
68
62
56
51
47
43
40
78
73
67
63
59
55
52
48
46
43
90
83
75
68 72
62 67
57 62
52 58
48 55
44 52
41 48
38 46
75
68 71
62 66
57 62
52 58
48 55
45 51
41 48
100
93
86
80
75
68
62 65
57 61
53 58
49 54
45 51
.
1
Depth
Span
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
44
46
48
50
52
54
56
58
60
62
64
66
68
70
14
FL SL
361 361
291 "
244
196
152 167
120 140
97 120
80 103
66 88
55 73
46 61
39 52
44
38
16
FL SL
361 361
329 329
276 /••.
231 ;P.M 1
191 14
154 163
124 139
102 120
85 104
72 92
61 81
52 69
44 59
38 50
44
38
18
FL SL
358 358
337 337
308 308
258
214
187
154
127 136
105 119
89 105
76 93
65 83
56 74
49 65
42 56
37 49
43
38
Check with your local Trus Joist MacMillan representative on availability of the TJLX'" Series in your area.
20
FL SL
350 350
332 332
316 316
284 284
237
207 ( Ni)/1
176 >,ilif
153 ;,1t4
127 133
107 117
91 104
79 93
68 83
59 75
52 68
46 61
40 54
47
42
37
22
FL" SL
341 341
325 325
311 311
297 297
258
227
193
172
148
127
108 115
93 103
80 92
70 83
62 75
55 69
49 63
43 58
38 51
46
41
37
FL =Flat roof less than i /o" In 12" slope. SL= Sloped roof greater than Va" in 12" slope.
4 ...
FL' SL,
329 329
316 316
303 303
292 292
280 280
246
210
187
162
143
126
109 113
94 101
82 91
72 83
64 76
57 69
50 63
45 58
41 54
37 49
44
40
317 317
305 305
294 294
284 284
275 275
265 265
155 •^ r.
138
123
108
95 100
83 90
73 82
65 75
58 69
52 64
47 59
43 55
39 51
47
42
304
294
285
276
268
260
242
217
188
119
108
95
84
74
66
59
54
48
44
40
37
304
294
285
276
268
260
242
89
81
75
69
64
59
55
51
48
45
41
37
292 292
283 283
275 275
268 268
261 261
254 254
247 247
231 231
201
182
160
143 i
128
116
105
94
84 88
75 81
67 74
61 69
55 64
50 59
45 55
41 51
38 48
45
42
39
280 280
272 272
265 265
259 259
253 253
247 247
241 241
233 233
213 213
194 194
170
153
103
94
84
75
68
61
55
51
46
79
73
68
63
59
55
42 52
39 48
45
43
40
1 11~1p1*WXii•+crt1 44440.14 1100 WWr 17..5.ntttxtr1SIVOVnr :7 `N, •wy :n, rF; ••.4rorim "S'r•^rmr .1.5,4 f+ 11 MPMP 1 1N1V4 4_ ?Mtu r
1
fJLTM S TILXTM Series L7
Parallel Chord • Open -Web Series
1. Values shown are maximum a lowable oad capacities. Open -web trusses will be custom designed to the specified loads.
2. Straight line interpolations may be made between depths and spans.
3. Values shown are maximum allowable load capacities of the trusses ill pounds per lineal loot (pll) based on:
• simple span, uniformly loaded conditions.
• an assumed 25% ratio of dead load to total load (eg.: 30 psi live /10 psi dead).These tables may be non - conservative if the actual ratio is
higher than 25 %. A more accurate analysis can be obtained by using the TJ- Bearn'" software program.
• top chord no -notch bearing clips with 1 bearing. Higher values may be possible with other types of bearing clips.
4. These tables may also be used for bottom chord bearing tiusses (maximum bottom chord slope of 1"/12") with or without cantilevers - at one or
both ends. Cantilevers are limited to '/s of the main span provided the inboard shear for cantilevered conditions is limited to 2,500 lbs.
5. Values in gray areas may be increased 7% for repetitive member usage if the criteria on page 9.7 are met.
,y�
TRAIN'
Packaged Gas /Electric
Rooftop Units
Precedent TM
3 - 10Tons — 60 Hz
October 2001 FIT- PRC006 -EN
All dimensions are in inches /millimeters.
3, 4, and 5 Ton Standard Efficiency — Low and Medium Heat
3 and 4Ton High Efficiency — Low and Medium Heat
EVAPORATOR SECTION
ACCESS PANEL
3, 4, and 5 Ton Standard Efficiency —High Heat
3 and 4 Ton High Efficiency — High Heat
5Ton — High Efficiency — Low, Medium, and High Heat
EVAPORATOR SECTION
ACCESS PANEL
ALTERNATE CONDENSATE DRAIN
CONNECTION 314 • 14 NPT DIA. HOLE
Dimensional
Data
4 1/4'
108 MM
ALTERNATE CONDENSEI E DRAIN -1\,„
CONNECTION 3/4 • 14 NPT DIA 1101E --
23 0/16'
595 MM
69 7 /0' 42 1/4'
1749 MM 1073 MM
1/2 NPT GAS CONNECTION
4 I/4'
108 AIMJ
239/18'
598 AtA1
69 718 42 114'
1749 MM 1073 ATM
1/2 NPT GAS CONNECTION
9 518'
244 MM
5 5/8'
143 MM,
CONTROL AND COMPRESSOR
ACCESS PANEL
5 5/8'
9 5/6'
244 MM
143 AIM
/ r
�- CONTROL AND COMPRESSOR
(3 - 5Tons)
TOP PANEL
44 1/4'
1 124 MM
TOP PANEL
II4'
108MM•
5 16'
141 91 MM
7 5/9'
104 AIM/
44 1/4'
1124 MAI
$.4 lsc4�
41 MUM'
CONDENSER FAN
32 1/4'
819 MM
CONDENSER FAN
- CONDENSER COIL
UNIT CONTROL WIRE
7 /8' (22MM) DIA HOLE
SERVICE GAUGE PORT ACCESS
1 3/8' (35MM) DIA HOLE
UNIT POWER WIRE
1 3/32' (281.1M) DIA HOLE
36 114'
921 MM
' ' CONDENSER COIL
- UNIT CONTROL WIRE
7 /8' (22MM) DIA. HOLE
SERVICE GAUGE PORT ACCESS
13/9' (35MM) DIA HOLE
UNIT POWER WIRE
1 3/32' (28MM) DIA HOLE
All dimensions are in inches /millimeters.
3.5 Tons— Roof Curb
3.5 Tons — Down flow Duct Connections —
Field Fabricated
I
Dimensional
Data
37 7/16'
951 MM 25 3116'
640 MM
14'
356 MM
1 3/4'
45 MM
65 3/4'
1670 MM
,c, 11/16'
/1 MM)_
24 3/8"
(619 MM)
f
14'
356 MM
1 314'
45 MM
16 3/16'
/ (411 MM)
(3 - 5Tons)
85 3/18'
81 3/4' 1656 M
1568 MM
16 314'
425 MM
40 3/4'
1034 MM
41 7/18'
1052 MM
18 1/18"
(459 MM)
ALL FLANGES 1 1/4' (32 MM)
• V.SZkC,4Va.?a
t
Weights
Table W -1 — Maximum Unit And Comer Wsights (Lbs)And Center Of Gravity Dimensions (In.)
Unit Maximum Weights (Lbs)' Corner Weights (Lbs)1 Center of Gravity (tn.)
Tons Model No. Shipping Net A 8 C D Length Width
3 YSCO36A
YHCO36A
4 YSC048A
YHC048A
5 YSC060A
YHC060A
6 • YSC072A3 "H
YHC072A3 "H
YSC090A3 •H
71/2 YSC092A3 "H
YHC092A3 "H
81/2 YSC102A3 "H
YHC102A3 "H
10 YSC120A31H
YHC120A3 "H
NOTE:
I. Corner weights are given for Inlormalion only
2 Weights rue approximate.
534 480 151 124 96 109 32 19
551 497 158 128 101 110 32 19
559 505 159 130 108 109 33 19
593 539 166 133 114 126 32 20
576 522 169 134 105 114 32 18
628 574 179 140 119 136 32 20
822 735 249 193 132 161 39 21
859 772 249 198 141 184 39 22
907 820 273 208 146 193 38 22
909 822 277 222 147 175 40 21
1010 923 306 243 165 210 39 22
986 899 297 243 165 194 40 21
1044 957 310 252 175 220 40 22
1074 987 325 265 183 213 40 21
1147 1060 342 277 197 245 40 22
CENTER OF
GRAVITY
WIDTH
D
CENTER OF GRAVITY
CENTER OF GRAVITY
�-- LENGTH - --•
Accessory
Economizer
Barometric Relief
Powered Exhaust
NOTES
1 Welghlc lol °pawns nut riled did >5 IW
2 NIA w131011 should be added to unll weigh) when oWenng
1.lcloly nlslallud .CCUSS°nas
• TRA if
Table W2 — Factory-installed Options Net Weights (Lbs)' 2
Net Weighs
3.5Tons 6- 10Tons
20 36
7 10
— 80
Motorized Outside Air Damper 20 30
Manual Outside Air Damper 16 26
Roof Curb 7Q 115
Oversized Motor 5 8
Belt Drive Motor 31 —
Srnoke Detector, Return 7 7
Smoke Detector, Supply 5 5
Coil Guards 12 20
Hinged Doors 10 12
Powered Convenience Outlet 38 38
Through the Base Electrical a 13
Through the Base Gas 5 5
Unit Mounted Circuit Breaker 5 5
Unit Mounted Disconnect 5 5
Novar Control 8 8
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Page I2
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1,700
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230/1/64
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23.7
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1,760
441? 7,7/716
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corwvi
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- and imam tytivr8444,
CD Am >n.cnorrimes .ta D.OE tM Cr oC+o.
am no IWIRATVr to Cooll#441 WNW? *VOW 5
December 2, 2002
City of Tukwila
Department of Community Development
Mr. Doug Schenemen
Source Refrigeration /HVAC Inc.
3902 W Valley Hy N, #206
Auburn, WA 98001
RE: Permit Application No.
Location:
Dear Permit Holder:
In reviewing our current records the above noted permit has not received a final inspection by the City of
Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit
issued by the Building Official under the provisions of this code shall expire by limitation and become null
and void if the building or work authorized by such permit is not commenced within 180 days from the date
of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period of 180 days.
Based on the above, you are hereby advised to:
This inspection is intended to determine if substantial work has been accomplished
permit or last inspection; or if the project should be considered abandoned.
Thank you for your cooperation in this matter.
•Call the City Of Tukwila Permit Center at (206) 431 -3670 to
scheduled inspection
The Building Code does allow the Building Official to approve a one -time extension up to 180 days.
Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the
applicant's control have prevented action from being taken.
In the event you do not call for the above inspection or request and receive an extension prior to December
20, 2002, your permit will become null and void and any further work on the project will require a new permit
and associated fees.
Sincerely,
Kathryn A. Stetson
Permit Technician
Xc: Permit File No.MO2 -116
Bob Benedicto, Building Official
MO2 -116
Seven - Eleven
14057 Interurban Av S
Steven M. Mullet, Mayor
Steve Lancaster, Director
arrange for the next
since issuance of the
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665
REGISTERED AS PROVIDED BY LAW AS
CONST CONT SPECIALTY
REGIST. # EXP. DATE*
CCAB SOURCRI995PE 10/05/2003
EFFECTIVE DATE '10/05/2001
SOURCE REFRIGERATION /HVAC INC
800 E ORANGETHORPE AVE
ANAHEIM CA 92801 -1123
Issued by DE PARTME:N1' OFF LABOR ANI) INI)US1 RlI S
RECEIVED
CITY OF TUKWILA
JUN 0 4 2002
PERMIT CENTER
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D oug Sch ev►-er eAti
6 -10 62
jca,..-
a 3- , &I -7 7a
Balance Due: $ (p3, (0 3
Need Current Contractor Registration Card:
Source s. SouRci .1995 re
Io /o 5/0
XNo
Need to Enter Contractor Information in Sierra: ig Yes ❑ No