HomeMy WebLinkAboutPermit M06-146 - VARLAMOS CALZONE LLCVARLOMAS CALZONE LLC
10825 EAST MARGINAL
WAY S
M06 -146
Parcel No.:
Address:
Suite No:
City ot'Tukwila
DESCRIPTION OF WORK:
INSTALL COOLERS AND FREEZER PER PLAN
Value of Mechanical: $30,000.00
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: NC-Permit
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 -431 -3670
Fax: 206 -431 -3665
Web site: ct.tukwila.wa.us
0323049198
10825 EAST MARGINAL WY S TUKW
Tenant:
Name: VARLAMOS CALZONE LLC
Address: 10825 EAST MARGINAL WY S, TUKWILA WA
Owner:
Name: PIONEER HUMAN SERVICES
Address: 7440 W MARGINAL WY S, SEATTLE WA 98108
Contact Person:
Name: JAY ROWLEY
Address: 3807 SOUTH RD, MUKILTEO WA
Contractor:
Name: ROWLEY REFRIGERATION
Address: 3807 SOUTH RD, MUKILTEO WA
Contractor License No: ROWLEI *212K9
MECHANICAL PERMIT
Permit Number:
Issue Date:
Permit Expires On:
EQUIPMENT TYPE AND QUANTITY
1
2
0
0
0
0
0
0
3
0
0
0
0
0
* *continued on next page'*
M06 -146
Phone:
Phone: 206 730 -3446
Phone: 425 - 742 -7742
Expiration Date: 11/26/2006
Steven M. Mullet, Mayor
Steve Lancaster, Director
M06 -146
07/31/2006
01/27/2007
Fees Collected: $500.08
International Mechanical Code Edition: 2003
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
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: 07-31-2006
Permit Center Authorized Signature:
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 n
regulating construct' o the p
Signature:
Print Name:
doc: IMC- Permit
City dr'Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tulcwila, Washington 98188
Phone: 206-431-3670
Fax: 206- 431 -3665
Web site: et.tukwila.wa.us
presume to give authority to violate or cancel the provisions of any other state or local laws
mance of work. I am authorized to sign and obtain this mechanical permit.
Date: 7
4 rn.- Y
u
Steven M. Mullet, Mayor
Steve Lancaster, Director
Permit Number MO6 -146
Issue Date: 07/31/2006
Permit Expires On: 01/27/2007
Date: 0 77 / /Q C
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.
M06 -146 Printed: 07 -31 -2006
PERMIT CENTER
1: ** *BUILDING DEPARTMENT CONDITIONS * **
'Law ■rsie
PERMIT CONDITIONS
CITY OF TUKWPA
DEPT. CF CC`.:; :U; ;;TY D v:
6300 CL CU /D.
TUKWILA, WA 93188
Parcel No.: 0323049198 Permit Number: M06 -146
Address: 10825 EAST MARGINAL WY S TUKW Status: ISSUED
Suite No: Applied Date: 07/03/2006
Tenant: VARLAMOS CALZONE LLC Issue Date: 07/31/2006
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 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.
4: 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.
5: Manufacturers installation instructions shall be available on the job site at the time of inspection.
6: All plumbing and gas piping work shall be inspected and approved under a separate permit issued by the Cityof Tukwila
Permit Center.
7: All electrical work shall be inspected and approved under a separate permit issued by the Washington State Department
of Labor and Industries (206/248- 6630).
8: 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.
9: ** *FIRE DEPARTMENT CONDITIONS * **
10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
11: ** *SPRINKLER SYSTEMS * ** - IFC Chapter 9 - NFPA 13 and 25
12: Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating
and /or adding sprinkler heads. (IFC 901.4)
13: All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and
approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler
systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk
Insurers Kemper or any other representative designated and /or recognized by the City of Tukwila, prior to submittal to
the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #2050)
14: All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to the Tukwila
Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80)
doc: Conditions
M06 -146 Printed: 07 -31 -2006
doc: Conditions
PERMIT CENTER
Ned
**continued on next page**
CITY OF TUKWIIA
DEPT. OF CC).;: ,U ? :i iY DENEUXMENT
6300 SCUThICEN T ER BLVD.
TUKWILA, WA 88188
15: Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
M06 -146 Printed: 07-31-2006
Signature:
Print Name:
doc: Conditions
PERMIT CENTER
CITY OF TUKWILA
DEFT. OF Co. .:.:!';:.TY DEVELOPMENT
6300 S._ - :
TUKWILA, WA 93188
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances
governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws
regulating construction or the performance of work.
Date: / /J 7/4
M06 -146 Printed: 07 -31 -2006
Site Address:
Tenant Name:
Name:
Mailing Address: cieg7 9 to
E-Mail Address:
Company Name:
Mailing Address:
Contact Person:
E-Mail Address:
Contact Person:
E-Mail Address:
Contact Person:
E-Mail Address:
CITY OF TUKWILA
Community Developmentb
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
httplAv■vwcttukwila.wa.us
QMpplicationsWorms-Applications On LinM3-2006 - Medmnicel Permit Applieationsicre
Revised: 4-2006
MECHANICAL PERMIT APPLICATION
Mechanical It No. —
Project
(F or offlce inc only)
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"
snstocAtioNt
King Co Assessor's Tax No.: ef; tis
/0 is-) .0 1,4_1 Suite Number: Floor:
Vt9E Jj rn.$ C 'p / ..' - c New Tenant: a.... Yes El „No
Property Owners Name:
Mailing Address:
City
CONTACT PERSON --'Who do we contact when your permit is ready to be issued
/1 %Ai / TOO
y
Cifly Ao melt n 6"-'. Coe7
Contractor Registration Number: ko 2"
Day Telephone:
State
C1/4
City State
Fax Number:
State
State
Zip
7.3 ?Vg
9frel 25
Zip
kag iteflt 6.
Z0 sivm n at; /re n'A Zr
City State Zip
Day Telephone: r OC 7 Y VW
Fax Number: gar 79.)-
Expiration Date-
ARCHITECT OF:RECORD All plans must be wet stamped byAieolteet bitteCOra'
Company Name:
Mailing Address:
City
Day Telephone:
Fax Number:
Zip
ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record
Company Name:
Mailing Address:
city
Day Telephone:
Fax Number:
hp
Page 1 of 2
Unit Type:
Qty
Unit Type: ,
Qty
<Unit Type: :..
Qty
Boiler/Compressor:
Qty
Furnace<100K BTU
Air Handling Unit >10,000
CFM
-
Fire Damper
0-3 HP /100,000 BTU
I
Fumace>100K BTU
Evaporator Cooler
,Z
Diffuser
3 -15 HP /500,000 BTU
Floor Furnace
Ventilation Fan Connected
to Single Duct
Thermostat
15 -30 HP /I,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
Water Heater
50+ HP /1,750,000 BTU
Repair or Addition to
Heat/Refrig/Cooling
System
Incinerator - Domestic
Emergency
Generator
Air Handling Unit
<10,000 CFM
Incinerator — Comm/Ind
Other Mechanical
Equipment
1
Valuation of Project (contractor's bid price): $ Otto CC
Scope of Work (please provide detailed information): .t.. /� s7» 11 e ev/ AS 4a.- ire. 2 cZ
P et P/
Use: Residential: New .... ❑ Replacement .... ❑
Commercial: New Replacement ....0
Fuel Type: Electric Dij Gas ....Ej Other:
Indicate type of mechanical work being installed and the quantity below:
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 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).
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 OWN AUTHORIZED AGENT:
Signature:
Print Name: 3.4
Mailing Address: 3 7 cg ,‘,7? /.2D
Date:
Day Telephone: ?OA `7 ZO 3�{L
9fsc17s
/'?v/n l r �H
City
7
State
Zip
Date Application Expires:
Date Application Accepted:
Q: Appliatiom\c.ma- Appliatiom On LineV- 2006 - Mechanical Permit Appliationdoc
aeviaed: 4-2006
bh
Staff Initials:
Page 2 of 2
ACCOUNT ITEM LIST:
Description
Current Pmts
City of Thi.kwila
6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670
Parcel No.: 0323049198 Permit Number: MO6 -146
Address' 10825 EAST MARGINAL WY S TUKW Status: PENDING
Suite No: Applied Date: 07/03/2006
Applicant: VARLAMOS CALZONE LLC Issue Date:
Receipt No.: R06 -00969 Payment Amount: 500.08
Initials: JEM Payment Date: 07/03/2006 01:40 PM
User ID: 1165 Balance: $0.00
Payee: ROWLEY REFRIGERATION, INC.
TRANSACTION LIST:
Type Method Description
Amount
Payment Check 18861 500.08
MECHANICAL - NONRES
PLAN CHECK - NONRES
RECEIPT
Account Code
000/322.100 406.06
000/345.830 94.02
Total: 500.08
7324 07/03 ?7i6 TOTAL 500.0
doc: Receipt Printed: 07-03-2006
Project ,
Project; (:*4.0^
a o:
Type oflns n
�Vo1- P;_ 4 -,
Address' �, ` R. / Vh
� e Called:
Date
Instructions:
Date Wanted: i / a.m.
�J
Requester: // ''
K.4M
Phone No:
4 95 - - 474 - rtA t it
CITY OF TUKWILA BUILDING DIVISION
6300 South Blvd., #100, Tukwila, WA 98188
COMMENTS:
INSPECTION RECORD
Retain a copy with permit
P
(206)431 -367
Approved per applicable codes. 0 Corrections required prior to approval.
A /te; G f 11
) o Al,
/3, ,- /JS 1r J A .
Inspector: / / Date:
4 //Y /)70‘
ri $58.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
Receipt No.:
'Date:
Project:
Ve 9 b9 ino$ (74 /ZokAC
Type of Inspection:
'
Address:
ioszs g
Date Called:
Special Instructions:
._
Date Wanted:
a.m.
Requester:
Phone No:
I 7 1 .2 5 -LOS -24 el/
INS N
PE2O. 10N
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
11)06-fila
PE
(206)431-367
........
Approved per applicable codes. El Corrections required prior to approval.
COMMENTS:
[] $58.o&nffisPEcrJoPI FEE R UIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
'Receipt No.:
'Date:
1
Project:
K ik% 41 j
Type of Inspection:
705 ,
"
°a<—
Addres s::
Date Called:
Special Instructions:
J"
✓
Date Wanted:
9
a
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit
INSPECINN NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
(206)431 -3
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
(Date: q ��
0 $58.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
'Receipt No.:
Date:
Project) / �+
s %n IS C rer
Type of Inspection:
S /
\,
Address:
/ r fl Ag
Cal lea
Special Instructions: v ,
003Y/7-0/
Idate Wanted:
i
v/
Requester:
Ar e a
Phone No:
INSPECTION NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188
0 Approved per applicable codes.
INSPECTION RECORD
Retain a copy with permit
PER
(206)431 -367
El Corrections required prior to approval.
COMMENTS:
r / - A - 12, `r•6 < ! / . 271.
�«.� i c -�
,4)-, Gcn_4
0 $58.00 REINSPECTION F E REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to sechedule reinspection.
(Receipt No.:
'Date:
FAX ND.
F g ee a efq
ft, con
Pent N
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- cer tna
Jun. 30 2005 12:42PM Pi
A Series
Unit Cooler
REVIEWED FOR
CODE COMPLIANCE
ninnnlicn
JUL 1 8 2006
Of Tukwila
P !NM r
APPLICATIONS -30°F TO +50°F
AIR DEFROST . ELECTRIC DEFROST
RECEIVED
CIWOFTUKWILA
JO! 0 3 2006
PERMITC41
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MODEL
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11
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351121902)
In.
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38 1/4 (672)
(mm)
DEPTH
46 (1186)
CONNECTIONS
11121/10
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478740
APPROK.
SHIP WEIGHT
Lbs. (89)
305 1229;
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1 1/8
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31460
28.0
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48 1/4 (1228)
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98 114 (1734)
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68 1/4(1734)
57 (1448)
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134100
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89 1/4 (1734)
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MINIMUM CIRCUIT AMPACITY
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WIDTH
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143003/9
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35 112 (902)
38 110 (972)
46 (1188)
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21.4
12.4
10.7
35 1/2 (902)
48 114 (1226)
46(11611
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11/8
635 (311)
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48 114 (1226)
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58 1/4 (1480)
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10104.8
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147
16.4
35 112 (902)
58 114 (1480)
46 5He5l
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1200 (572)
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FROM .
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CONDENSING UNITS
Jun. 30 2005 46PM P5
K -LINE, INDOOR /OUTDOOR AIR COOLED
SEMI - HERMETIC CONDENSING UNITS
The K•Llue Sernl•hermetic indoor /outdoor alr cooled condensing unit oilers the most cuI•rem
high efficiency accessible hermetic compressor available today.
Consisting of a generous y sized copper mbe, aluminum fin condenser coil, the K - tine allows
maximum operational efficiency with low refrigerant charges.
A weatherproof electrical control panel is standard with compressor contactor and fused
control circuit. Dual high/low pressure and of safety control included when required.
The addition of a lightweight aluminum weather resistant housing, settled liquid line filter drier
and sight glass, flooded head pressure control, compressor crankcase heater, and pump -down
toggle switch make this unit an ideal choice for your outdoor installation needs.
Available in sizes from 3 Hp to 30 Hp, with options designed to meet your special needs.
R 134a models available.
1122 High/Medium Temperature
R404A/R1507 Low Temperature
- 20 -
Tlile :
Una Drawing
Scaler None
Engineering
Approved By:
Quality Control
Approved By
t
Drawn By:
SRS
Revised By:
Date: 06- 21.2006
Revision !fete:
A44 4 - 745 - E
Sub Title
Drawing Number:
Revision Number:
1
Service Clemente
7121
• 5/8 Moursi g Holes
Estimated Shipping Weight 720
601/2
Patel
136
1 14 r Sender Clearance 111111F•1 "T :
01W110“ CriltATICH
26 " 1 3/13 Liquid Conneeden
1 �` 1 / 21/8 Suction Connection
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293/8
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31/2 22 1/1 5
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60 1/2
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MODEL
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15 112 (394)
17 1/2 (445)
301/2 (778)
38 1/2 (927)
30 56 (779)
94 (8841
318
316
A5 111
5/6
/41101112
REK3.0
11709
0299
K1(INH:
CRA1-0130
16716
12431
18.2
13.3
0.0
16 172 (470)
331/2 (027)
391/2 (1003)
316
718
104200H2
CRD$0200
20079
15888
18.8
12.8
0.1
18 1/2 (470)
30 1/2 (927)
39 152 (1003)
316
718 288;130)
1013002
0RJ3-0330
28788
23243
31.3
21.1
10.0
IT 3/4 (705)
38 112 (071)
39 1/2 (1003)
1(2
1 1/8 360 (153)
101400I11
CRM3-0400
42207
33223
41,8
27.7
12.4
27 14 (705)
38 1/2 (071)
39 1/2 (1003)
1/2
1 1/3 372 1181
011500/11
1 CRN6-0300
48270
38111
46.1
30.0
13 8
27 3/4 (705)
3112 (998)
39 1/2 (1003)
112
1 1/6 33C 17 ■ 11
MODEL
COMPRESSOR
1171114
err Am6.
21 SST
M)NIMLS6 CIRCUIT RAPACITY
DIMENSIONS In. ImIM
CONNECTIONS 7
208430/1/00
2118- 230 /3(40
4001760
HEIGHT
WIDTH
DEPTH
LIQUID
SHIP HIIOHT
SUCTION Lbc (bin
101010746
RS43015
5890
7.8
2530
1300
15 12 (394
30 1/2 (176)
30 6/8 (776
3/8
5/6 195 (88)
11076446
8884011
7270
12.2
•
-
1 6112 394)
1092 (775)
30 13 779)
3/3
d8 209 ( 05)
141100E1
R397C1E
12490
16,2
10.2
3/3 1 578 260 (118) 1
171:2444)
36 1/2 (9
34 154)
3/5
5/8
263 /PM
1006046
C510 CE
13750
15.3
11,1
5.4
I 16 1/2 (470)
36 1/2 (927)
39 12 1003
1/2
7(6
205 (
KHMOONS
C812K13E
1 5680
15.3
111
9.4
18 1/2 4 70)
36 1/2 (927)
39 12 (1003)
1/2
16
169 I3:)
141250140
14190(136
emcee
C6/8136
17750
23820
17.2
212
111
10.2
6.7
7,0
16 1/2 (470)
27 74 (705)
36 11 (92
Si 112 (975)
3912 (1003
jj
1/2
®
1 1.1
111
2901132)
36) 11631
10138048
CS20K8E
26970
35.5
17.5
60
27 74 706)
_
36 112 976
44 3/4 (113
112
1 1/3
361 (' • 54)
141400M8
C327143E
33830
33.1
22.3
12.2
b 614 (706)
331121973)
44 3)4 1137
112
1 116
3661117)
1011000
CS 3E
50470
411
f
l4
27 3/4 (70
3512 (971)
44 3(4 (1137)
58
1 1/2
372 ('68)
trout
COMPRESSOR
fp 91 Ann,
MINIMUM CIRCUIT RAPACITY
0IM3N010615 In. (mm)
CONNICTION!
1 »PR 1 O % H 5NIA
Lbs. (kgl
I 190(62)
40'F 1/31
40'F 337
208430/1/10
201130/3/64
4601/10
/1110147
15 11008)
NOON
30112 1775)
DEPTH
306/81TT9)
LIQUID 1 SuCTIONJ
3(6 lit
1- 1430401.11
,4424192
2530
1300
4.6
k I
070.8
09LA
,4724252
3410
1410
4,7
16 172 (894)
301!1(775)
30 6(6 (779)
3'3 1/2 r 210 (961
AWA24402
5460
2440
12.0
7.8
•
17 1/2 (446)
56 152 1927)
34 (6841
3/3 1 578 260 (118) 1
11155L4
40/420802
8290
4690
471
12.1
-
7.5
141/2 (
27 3/4 (706)
1 4 112 (927)
331/2 (378)
91 152 (1009)
39112 (1001)
142 I 716
172 7'8
280 (1271 4
300 (139)
W4201L4
1_
� I009DL/
AVA24932
1(320
0220
22
1 4.1
AVA26122
14740
7130
212
17
9.4
27 3/4 (706)
38 1/2 (978)
391/2 (1003)
I
5/6 1 1 115
340 (ISe)
FROM •
The KE hermetic air cooled condensing unit Is suitable for indoor or outdoor installuion mad is
ideal for smaller commercial walkdn coolers, heezers and reach -in applications.
Offering an economical solution to your reinter don needs, the ((9 condensing unit includes n
hermetic compressor with suction service valves, adjustable high/low pressure control!,
308• .. • I 1 ,�Ogq,�R a s Ih rd receiver and a generously sized copper tube aluminum fin condenser.
CYV � l � L r (��p� L N CEI ie Eton of awetuhor•reslstant housing, flooded head pressure control and a compressor
200 ai�Qalzhtt3/9b crap ase heater !Cows for a reliable outdoor installation,
122,14048,1501
and � 50 A ne+4•b PrN
EA JUL 1 e, Zoos
c4
551 • 3nura14 $ualuu Town :nine
KH -LINE, INDOOR /OUTDOOR AIR COOLED
HERMETIC CONDENSING UNITS
CONDENSING UNITS
le In 8 sizes from / Hp to 5 lip, with options designed co meet your special needs
R134 models available.
edium Temperature
R4041/R307 Medium Temperature
8404 /8307 Low Temperature
Jun, 30 2005 12:44PM P3
FILII
N-
- "RECEIVED
CITY OFTUKWILA
tall_ 0 3 7005
PERMIT CENTER I _ (
1
!MODEL
MC
M TIK
WE ET
si WE TO
MOTOR DATA
- DIMENSIONS IN. (mm)
CONNECTIONS
APPROt
SNIP WEIGHT
lbs. (kp)
11511/60
208230/1164
NEIGHT
`
Mani
DEppI
LIQUID
(00)
SI1CTNk1
(00)
FLA
MCA
FLA
MCA
KUCB41
4100
800
1
2.1
2.6
1.0
1.3
16 314 (425 -5)
28 718 (733)
314 (349.3)
112
518
53 (24.0)
56 (254)
85 (38.6)
88 (39.9)
K1E851
5100
800
1
2.1
2.6
1 0
1.3
18 314 (425.5)
26 718 (733)
_ 13
13 314 (349.3)
1(2
518
KUC1362
6260
1600
2
4.2
4.7
2.0
23
16 314 (425.5)
48 718 (1241)
13 3(4 (349.3)
112
518
KitCB82
8200
1600
2
4.2
4.7
2.0
2.3
16 3(4 (425.5)
48 718 (1241)
13 3/4 (3493)
1(2
58
Kt1C8102
10200
1600
2
42
4.7
2.0
23
16 314 (425.5)
_ 48 718 (1241)
13 314 (349.3)
112
112
1)2
112
1/2
7/8
718
718
1 118
1 118
101 (45.8)
109 (49.4)
120 (54.4)
151 (68.5)
202 (91.6
227 (103.6}
_ KUCB123
n re .r 1.11
I
&3
6.3
8.4
10.5
6.8
6. 8
10
10
3.3
3.3
16 314 (425.5)
16 314 (425.5)
68 7(811749)
68 718 (1749)
13 3'4 (349.3)
13 314 (349.3)
t UC6153
r i
KUC8255
A.9
4.0
4.3
16 3(4 (425.5)
88 718 (2257)
13 3/4 (34913)
11.0
5.0
ra 3
16 314 (425.5)
108 718 (2765)
13 314 (340.3)
KUC8346
30606
4800
6
12.6
13.1
6.0
6.3 16 314 (425.5)
128 718 12765)
13 314 (34931
112
1 318
( 5
12.1 6.3 I 1020 17 1)16 (443)
111415024 Amps - MCA = 18atm0m Omit AniQ a?' -ET _ &apora6SE Temperature ° Cassitj 8 der & keanr!&n hi!
• K a n . I 37000 1 4840 1
LY 5 1
1 1113411, tan, 11404A,11507
' 115/1/60, 208- 230760 and
200420/1/50
1
,
-4
UEA
The MWJB Low Profile Air Defrost unit cooler is designed for 35 °F and above room tempecitures.
Designed for maximum performance and dependability, the storage space is optimized by die
compad,slim profile which provides uniform air distribution through the coil for optimal heat
transfer performance.
Our most popular unit cooler, the KUCB, features a flush to ceiling textured aivautwm cabinet,
stainless steel and Nylon hardware, quick disconnect shaded pole fan motors, high density
polyethylene fan guards with built in throw boosters, reversible, formed drain pax 1`101 field
installed nylon drain pan fitting.
Available in ten sizes ranging in capacity from 4,100 to 30,600 BI1JH. Optional fin materials and
coatings, energy efficient PSC motors, and painted cabinet amiable.
HA = 701 toad Amps - MCA = Miniu m Grata Ampaid - ET = &aporatin T emperlare
KUC -LINE, LOW PROFILE UNIT COOLERS
AIR DEFROST
•
Air Defrost Models
..a .m %saw/
112718(2359)
<o O° tf 10)
28 116 (716)
710 I 1 .YO I 7017 (12))
290 4132)
718 E 1 318
S
FROM :
FAX NO. : Jun. 30 2005 12:47PM P6
BALV Series
Flush Mount - Low Velocity
Unit Coolers
FILE copy
laermtt No.
AIr, Electric, or Hot Gas Defrost
• 4,000 to 20,000 CFM
• 16,000 to 162,000 BTUH
RECEIVED
orruILA
CIT(
,n o 0 3 2006
PERMIT CENTER
MO(rH( o
FROM :
' • ;
Standard Construction
COMM Heavy gems merest
smooth finish Mutter housing. M
berdwae 4 corrosion resistant full
di►lormsd vaneds minknlia noise
with maim= *throe. Fen guards
are heavy gauge eke baskettyps
costae for corrosion reabtanor. Units
moutsdue1l to IM MO g for Mee of
wash down, no dM out areas same
Ow trite dean.
Cob: Coppetube, alu n ure pas
de aoWad de.bnted firs and babe
uwets. Tubes rs mechantcasy
wands] fir manta treat bawler.
Cie ate eak rested at 350 Ma
utser mbar: Sweat connection
typo EiaUDuen as suppled with
ramwabe hates. tacit tits M
aced tar the *pealed nmgerant and
temperature range. he ales ware
extra( naked e c a to a
Evasion valve a ecaad 040n the
seat. On eweato dshost wash.
the expansion WIMP compartment is
heated dung 1M doffed cycle.
Motors: Psnnanondy lubriated,
suWabi br Icw enpaabro
applications. A7 Moen are theme,
etotec$d, 1140 RPM.
Pena: Heavy dubraluminum dose.
etatioaay and dynrfMWly baunad fir
emoath operation. 8seow W Quist
operation with mbhmurn Or draw of
20 a 216 bet era atria.
RatdpanMl; M ash all dsatgn.d
tan use with refrigerants R-22, R404a,
end R-007. Specify which roblpers%
when ardetg,
tedtridah Pact , prowled to
terminal Mods waatad al end at unit.
Ctmwt gwdaoalla tor Machlaal
raya4menb. Sae ws.nRWe
Slaw for interalwking schematic.
Defrost Standard firth a aarabw
for defrost applications (above
7a` P
room). Electric detam modals
07alow 76' P room) all available.
Rem wile, low wandMnely
anisbut a amen, s wine with
rr llr, and ton *day =rot
FAX 1.10. : Jun. 33 2005 12:51Ph1 PO
Unit Dimensions
111E1211M11 13
air' -- '1
ssr uta anrr esr
J
amnia* mutat n lrr mWN
zs w
W .- Aocala ."41•111p'
Iva EMI sae
t - lea tftL' 1
llola'
SW CIA' �a' _ a' --14 43 l)r our
I
1 M r ll •
Gamma MgiIwrta ere wr.mm if
armed lnp may resat , n Sir
on spootoston mina cbwu m.
Winter celfml.aknnam s*a•
•
NOTE: M units requite
a 30' service clearance
on each are will award
defrost option.
CENTUKT
onto art carrot MN
P.O. Box 1206 - Pryor, OK 74362 - 0718)82S-7222 • fax (800)264•5329
e7J
956•
Stamm • C amt -707
room.
0041PRE580A
971/146 N•P Mb.
MINIMUM CIRCUIT RAPACITY DIMENSIONS In. (mm)
-.
CONNECTIONS
APPROX. SNIP
W i0HT
I Lim 189V
r•
$31•F 83T
25•F 887
208.130/1180
208.7801380
. •
480/3180 HEIGHT
WIDTH
301/2 (175)
ROTH
DEPTH
1.101)871 SUCTION
10404012
4RF4 -0090
6281
6438
8.7
•
- 85 1/2 (304)
30
1/2 (775)
30 6 (779)
3/8 112
180 (82) 4
1(011711ft
111404 -0100
9037
1220
3.2
-
• 15 112 (994)
30
•/2 (776)
9015 (778)
3/6
18
316
Da
5/6
718
:co (91; J
' 250 (1131
290 (- 122~
03100112
REK3•9
1)709
9299
10.2
7.3
•
17 1(2 (445)
36
(/2 (027)
34 (664)
KN11012
CRA1 -0150
16716
12431
10.2
13.3
0.0
18 112 (470)
38
112 (027)
39 112 (1003)
101200112
CRO$•200
20079
15888
18.5
12.8
t 1
18 1/2 (470)
38
1/2 (927)
39 1/2 (1003)
516
718
286 (130
51136011
(110-0300
28788
23343
31,3
21.1
10.0
27 314 (705)
38
112 1078)
391/2 (1003)
1/2
1 118
360 (153)
10441012
CAMS-0400
42207
33223
41.8
27.7
12.4
21 14 1705)
38
1/2 (978)
39 1/2 (1003)
112
1 1/8
372 1189)
K6500112
OR646.0300
41270
38111
46.1
30.0
13 (3
27 3/4 (705)
38
1/2 (018)
30 1/2 (1003)
112 1 1/8
380 (17:1
MODEL
COMPRESSOR
811414
$'V Mb.
25'1 88T
MINIMUM CIRCUIT AMPACITY
DIMENBICM In. (mm)
CONNECTION$
I APPROX. .
SH` (bpw)
195 (6
a 86
206230/1/50
208.23013/40
4 507850
HEIGHT ,
WIDTH
301/2 (175)
DEPTH
• 1
LIQUID
X8
SUCTION
5/6
KN04706
1454301E
5800
7.8 •
•
15 1/2 (394)
10176118
R86
7270
12.2 ,,�__
IE 2
•
I 10.2
•
1 51/2 (334)
30 U2 (775)
30 0/8 (770)
18
-
DB 209 1961
WOWS
RS97C1E
12490
•
17 112 ( 444)
38 1)2 (927)
34 (804)
3/6
5(8
263 ;11:ry
1081601146
C510s0E
13750
113
11,1
5.4
181/2(410)
36 1/2 (927)
39 1/2 (1003)
1/2
7/8
295 (134)
KX270818
C812KeE
16060
15.3
11.1
•
18 1/2 (470)
36
391/2(1003)
1/2
708
289 1131
1412604.14
C814K61
17750
87.2
131
6.7
1812(470)
27 3/4 1705)
27 3/4 (706)
27 3/4 (705)
27 XI (705)
341(2(1271_29
30 112 (978;
36 1/2 (978)
38112(975)
38 112 (978)
1/2 (1003)
44 3/4 (1137)
44 3/4 (137)
44 314 (1137
4414 (1137)
1/2
1(2
8/2
112
5/6
11/8
1 1/0
1 1/3
1 116
1 12
290 (;32)
360 (103)
361 c641
363 (157)
372 (
101300546
C818K0E
23920
23.2
10.2
7.0
104350548
C520(6E
26070
as
17.5
60
119(400M8
C32536
33850
33.1
22.3
42.2
' 14
X/1800(8
, 0.933K39
38470
41.6
' 29.1
MODEL OOMPREOSOR
STUN 4 SWP Mae.
161111141111 CIRCUIT RAPACITY
OMENS tn. Imm)
CONNEOT10N6
L4QU10 I SUCTION
APPROK. 8/811( ;
11E1087 I I
lbs. (4g)i
100 (8Y a
40'F 887
408F BST
208.2TWtlb
20h23013/40
450(X8)
14110841
0107N
DEPTH
1010804.1
AJ2419Z
2530
1901)
4.5
•
-
15 1/2 (394)
30 112 (775)
30 6/8 (779)
18
tit
KN07113
AJ:/25Z
3410
1410
4,7
15 112 (394)
301!217751
30 0/8 (779)
X3
1/2
210 (001
1010990.9
AWA24402
6450
2440
12.0
7.8
171/2(445)
30 12(927)
34 KW)
31 8 5/8
260 013)
0(0415116 48024302
8290
4090
17,5
12.1
•
111/2(470)
38
3912(100$)
112 I 718
28o 11271
10/10116 AVA24202
11320
6220
22
14.1
7,5
271/4(708)
31 1/2 (P$)
)0 12(106 9 )
112
716
3 0/1! 31 1 - x L
KK293L6) AVA20122
14740
7e50
292
17
9.4
279/4 (706)
981/2(978)
391 /2(1003)
6(8
, 1 v
340(11) I
FROM
1122, it404a, 8307
20$- 230/3/60, 208- 23013/60,
460/3/60,
200 - 22011/50, 200-220/3/50
and 380/3/50
Ceti, AIEA
SST < *timid &taloa :1694 tun
FAX NO.
”€ kocei
CONDENSING UNITS
R22 8igh/Medium Temperature
R404A/R507 Medium Temperature
R404A/R507 Low Temperature
- 14 -
Jun, 30 2005 12:44Pr1 P3
ICH -LINE, INDOOR /OUTDOOR AIR COOLED
HERMETIC CONDENSING UNITS
The EH hermetic air cooled condensing unit is suitable for indoor or outdoor installation sad is
ideal for smaller commercial wail[ -in coolers, freezers and reach -in applications.
Offering an economical solution to your refrigerulon needs, the KU condensing unit includes a
welded hermetic compressor with suction service gives, adJustabk high/low pressure controls,
a standard receiver and a generously sized copper Cabe aluminum fin condenser.
The addition of a weather - resistant housing, flooded head pressure control and a compressor
crankcase beater allows for reliable outdoor Installation,
Available in 8 sizes from H lip to 5 Hp, with options designed to meet your special need:
RI 34a models available,
July 6, 2006
Jay Rowley
3807 South Rd
Mukilteo WA 98275
RE: Letter of Incomplete Application # 1
Mechanical Permit Application M06 -146
Varlamos CaIzone LLC— 10825 East Marginal Wy S
Dear Mr. Rowley:
This letter is to inform you that your application received at the City of Tukwila Permit Center on July 3, 2006 is
determined to be incomplete. Before your application can continue the plan review process the following items from
the following department(s) need to be addressed:
Buildine Department: Ken Nelsen, at 206 431 -3677, if you have any questions concerning the following
comment.
1. Provide manufactures installation instructions for cooler /freezer panels and include floor attachment
detail.
Please address the above comments in an itemized format with applicable revised plans, specifications, and/or other
documentation. The City requires that two (2) complete sets of revised plans, specifications and/or other
documentation be resubmitted with the appropriate revision block.
In order to better expedite your resubmittal a 'Revision Submittal Sheet' must accompany every resubmittal. I have
enclosed one for your convenience. Revisions must be made in person and will not be accepted throueh the mail.
If you have any questions, please contact me at the Permit Center at (206) 433 -7165.
Sincerely,
Enclosures
File: Permit M06 -146
City of Tukwila
Department of Community Development
P:Vennifer \Incomplete Letters\2006\M06- 146 Incomplete Ltr #I.DOC
Steven M. Mullet, Mayor
Steve Lancaster, Director
6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 - 3665
ACTIVITY NUMBER: M06 -146 DATE: 07 -14 -06
PROJECT NAME: VARLAMOS CALZONES
SITE ADDRESS: 10825 EAST MARGINAL WY S
Original Plan Submittal X Response to Incomplete Letter # 1
Response to Correction Letter # Revision # After Permit Issued
DEPARTMENTS:
ng Division
Public Works ❑
Complete
Comments:
REVIEWER'S INITIALS:
APPROVALS OR CORRECTIONS:
Approved ❑
Notation:
REVIEWER'S INITIALS:
Documentstroming slip.doc
2 -28-02
PERMIT COORD COPYc,
PLAN REVIEW /ROUTING SLIP
Fire Prevention
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Incomplete ❑
TUES/THURS ROUTING:
Please Route Structural Review Required ❑ No further Review Required
DATE:
Approved with Conditions
DATE:
Planning Division
❑ Permit Coordinator ❑
DUE DATE: 07 -18-06
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED:
LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 08 -15 -06
Not Approved (attach comments) ❑
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
ACTIVITY NUMBER: M011146 DATE: 07 -03 -06
PROJECT NAME: VARLAMOS CALZONE
SITE ADDRESS: 10825 EAST MARGINAL WY S
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # After Permit Issued
DEPARTMENTS:
Building k
Public Works
r
Complete LJ
Comments:
REVIEWER'S INITIALS:
Approved ❑
Notation:
REVIEWER'S INITIALS:
Documentslrouting slip.doc
2 -28 -02
PLAN REVIEW /ROUTING SLIP
PERMIT COORD COPY
Fire n
Structural
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
APPROVALS OR CORRECTIONS:
Incomplete
Not Applicable ❑
Permit Center Use Only
INCOMPLETE LETTER MAILED:
Departments determined incomplete: Bldg
LETTER OF COMPLETENESS MAILED:
Fire ❑ Ping ❑ PW ❑ Staff Initials:
Planning Division ❑
Permit Coordinator ❑
DUE DATE: 07-06-06
TUES/THURS ROUTING:
Please Route ❑ Structural Review Required ❑ No further Review Required
DATE:
DUE DATE: 08-03-06
Approved with Conditions ❑ Not Approved (attach comments) ❑
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
•
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
1
REVISION SUBMITTAL
1
Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through
the mail, fax, etc.
Date: /73
® Response to Incomplete Letter # 1
AECEWED
❑ Response to Correction Letter # WY op Tu
❑ Revision # after Permit is Issued JUL 1 3 2006
❑ Revision requested by a City Building Inspector or Plans Examiner P£n' Cep
Project Name: Varlamos Calzone LLC
Project Address: 10825 East Marginal Wy S
J7/7 se li✓� y
Summary of Revision: de m
Flo , ri A Par 5, /
Contact Person:
Received at the City of Tukwila Permit Center by
7` Entered in Permits Plus on
\applications\forms- applications on Iine\revision submittal
Created: 8 -13 -2004
Revised:
Plan Check/Permit Number: M06 -146
Steven M. Mullet, Mayor
Steve Lancaster, Director
Phone Number: °4 7 30 ?V
Sheet Number(s):
"Cloud" or highlight all areas of revision including date of revision
License
ROWLEI'212K9
Licensee Name
ROWLEY REFRIGERATION, INC
Licensee Type
CONSTRUCTION CONTRACTOR
UBI
600293550 Verify Workers Comp Premium
Status
Ind. Ins. Account
Id
Business Type
CORPORATION
Address 1
3807 SOUTH RD
Address 2
City
MUKILTEO
County
SNOHOMISH
State
WA
Zip
982755725
Phone
4257427742
Status
ACTIVE
Specialty 1
GENERAL
Specialty 2
UNUSED
Effective Date
5/29/1979
Expiration Date
11/26/2006
Suspend Date
Separation Date
Parent Company
Previous License
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General /Specialty Contractor
A business registered as a construction contractor with L &I to perform construction work within the scope
of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment
of account and carry general liability insurance.
License Information
Find a Law or Rule Get a Form or Publication
https: / /fortress wa gov /lni/bbip/Detail.aspx ?License= ROWLEI *212K9 07/31/2006
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Varlamos Calzone LLC
Tenant Improvements
10825 East Marginal Way
Tukwilla, WA 981.68
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REGISTERED
ARCHITECT
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ROBERT ' . CH ' PION
STATE OF WASH GTON
ONLY DRAWINGS SIGNED IN INK BY THE ARCHITECT ARE ASSUMED TO BE UNALTERED
CAD DRAWWGS. THE ARCHITECT IS NOT RESPONSIBLE FOR UNAUTHORIZED CHANGES.
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Robert W. Champion
Architect A.LA.
3802 Colby Avenue; Everett, Wo. 98201
(425) 259 3136 FAX (425) 252. 3317
rchampaio@earthlink.net SHEET
1 OF
SHEETS
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The delivery of this drawing in eieotronio format Iv for the benefit of the client for whom the design services have been performed. Nothing in this transfer should be construed to provide any right of the contractor to rely on the information provided or that the use of this etactronic information implies the review and approval by the
design professional of any drawing booed on the information. It is our •rofeselonal opinion that this eleotronic information provides design information current as of the date of its release. Any use of this information is of the sole risk and liability of the user who also is responsible for updating the information to reflect any changes in J/
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410
INSULATED WALL PANEL
10mil VAPOR BARRIER . SEALED
0 24" OVER LAPS W/ BUTYL
PLASTIC SEALANT
3" INSULATION 11ATHOUT SUBSLAB
CURBS NOT SHOWN
FOR CLARITY
p
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INT TRIM ANGLE
1 1/2 "x1 -1/2 "x26GA CONT —
ATTACH TO WALL PANELS W/
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SCREWS 0 16" O.C. ATTACH TO
SLAB • W/ 1/4 "0x1 -1/4" RAWL
SPIKES 0 18" O.C.
EXTERIOR BASE
ieR
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OTHERS
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CONT — ATTACH TO WALL PANELS W/
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0 16" O.C. ATTACH TO SLAB W/ 1/4"
ox1 -1 /4" RAWL SPIKES 0 18" O.C.
10rni VAPOR BARRIER SEALED
® 24" OVER LAPS W/ BUTYL
PLASTIC SEALANT
CURBS NOT SHOWN I
FOR CLARITY
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REVIEWED FOR
CODE COMPLIANCE
e ooROVED
JUL 3 1 2006
FELE COPY
Permit No.
approval Is subject to errors and omi
of construction documents does not authorize
n of any accepixtd code or ordinance. Receipt
ed Fle''J Copy and condlior s Is acknowledged:
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TuKWILA
PERMIT C
MEMBER
Fy
(ksi)
EFFECTIVE PROPERTIES
USE
Ix
(•m'4)
Sx
(in'3)
600S250-43
4NNP4 w�
3.082
0.918
CEIUNG SUPPORT
600S250 -54
27
3.760
1069
CEIUNG SUPPORT
600S250 -68
33
4.727
1.342
CEIUNG SUPPORT
6005250 -97
0' 5c•,
6.496
2.063
CEIUNG SUPPORT
600S300-97
741
5.322
1.774
CEIUNG SUPPORT
8005250 -43
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6.015
1.313
CEIUNG SUPPORT
800S250-54
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7.378
1.525
CEIUNG SUPPORT
800S250-68
43
9.261
2.003
CEIUNG SUPPORT
800S250-97
263
12.789
3.053
CEIUNG SUPPORT
'000S250 -54
- -
12.660
1.879
CEILING SUPPORT
1000S250-68
15.751
2.670
CEILING SUPPORT
'000S250 -97
21.827
4.181
CEILING SUPPORT
THICKNESS - STEEL COMPONENTS
ilI vjv
r..ELD STRESS
(Isi)
Iv.a. W;V
i :oct.ESS (:=ls)
DESI 'i
.r .7Cr.NiESS ( i
GAUGE
16
0.016
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33
13
0.0188
33
27
0 0233
?;
33
0 0346
33
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0 0 7'3
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50
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CONDENSING UNIT/
MODEL
EVAPORATOR COILS
REFRIGERANT CHARGE
COND -A (FREEZER)
COND -B (FREEZER)
COND -C (COOL DOCK)
COND -D (COOLER)
DD601.4
(3) 003014
(3) DS3012
003012
(2) 8005341325
(3) B005341325
(6) A542925
(2) B0053411150
1801 R -404A
1801 R -404A
1801 R -22
1501 R -22
ALLOWABLE VALUES (POUNDS) FOR SCREWS CONNECTING LIGHT GAUGE STEEL
LOADS TO BE VERIFIED
IH OcKESS
(rr•LSI
DESIGN
THICKNESS
(WOES)
RUATER•AL
STRENGTH
Fu. (K9)
II8
- 010
112
114
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01A.= 0.190 16N
DMA.= 0:219 MI'tti• '
0IA1 ION
Src *R
PULLOUT
SHEAR
PULLOUT
SHEAR
PULLOUT
9EAR
PULLOUT
16
0.016
45
57
-
60
-
66
_
66
_
33
0.0346
45
164
72
177
84
190
97
190
97
43
0.0451
45
240
94
263
109
282 '
126
282
126
54
0.0566
65
240
171
400
198
573
228
573
228
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65
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-NA-
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249
600
288
600
288
97
0.1017
65
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-NA-
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356
600
410
600
410
, N orrx+oi Scree Strerra;h Rearied =
900
1500
1500
2000
2250
_ 3.000
2250
3000
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1.0
GENERAL
1.1 OOOES
THESE STRUCTURAL NOTES SUPPLEMENT ROLEY REFRIGERATION'S SPECIFICATIONS.
ANY DISCREPANCY FOUND AMONG THE DRAWINGS. SPECIFICATIONS. THESE NOTES.
AND THE SITE CONDITIONS SHALL BE REPORTED 10 ANDERSON- PEYTON STRUCTURAL
ENGINEERS, IMO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY HORN DONE
BY ROWLEY REFRIGERATION AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE
AT ROWIItEY REFRIGERATION'S RISK AND EXPENSE. ROWLEY REFRIGERATION SHALL
VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING
WITH ANY WORK OR FABRICATION. ROWLEY REFRIGERATION IS RESPONSIBLE FOR
ALL BRACING AND SHORING DURING CONSTRUCTION
ALL METHODS. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS
OF THE CITY OF AUBURN AND THE 2003 IBC. AS AMENDED AND ADOPTED
BY THE CITY OF AUBURN AND THE STATE OF WASHINGTON; A.C.T. 318 -99;
A.I.S.C. 9111 EDITION; AWS; A.1.T.C. 2ND EDITION; AND A.I.S.I. 1996 EDITION.
1.2 DESIGN IRMA
2.0
2.1
43
A.
8 .
METALS
MELDING
VERTICAL LOADS
1. DEAD LOADS
IRT CEIUNG MID PARTITION
PANELS
2. LIVE LOADS
CEILING ASSEMBLIES -
INTERIOR WALL LOADS -
LATERAL LOADS:
ALLOW 33 -1/3% INCREASE IN STRESSES FOR WIND AND
SEISMIC FORCES. LATERAL FORCES ARE TRANSMITTED BY
DIAPHRAGM ACTION OF THE FLOORS TO SHEAR WALLS.
LOADS ARE THEN TRANSFERRED 10 THE FOOTINGS. WHERE
ULTIMATE DISPLACEMENT IS RESISTED BY PASSIVE PRESSURE
OF EARTH AND SLIDING FRICTION OF EARTH. OVERTURNING
15 RESISTED BY THE DEAD LOAD OF THE STRUCTURE.
SEISMIC - USE GROUP 1
SEISMIC : DESIGN CATEGORY = D
V= CsxWIAT
Cs = 506 / (R /1E) = . 1538 VDL CC4T)
R = 6.5 = .1099 1•01 (ASO)
A. ALL WELDING SHALL BE IN ACCORDANCE WC1H AWS 01.1 - STRUCTURAL
WIELDING CODE & D1.3 - STRUCTURAL WELDING CODE - SLEET STEEL
B. ALL MELDING SHALL BE DONE BY AWS/WABO (WASHINGTON STATE
ASSOCIATION OF BUILDING OFFICIALS) CERTIFIED WELDERS.
C. WELDS SHOWN ON THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE
WELD SIZE TO AWS MINIMUM SIZES. BASED ON THICKNESS OF MEMBERS
JOINED TOGETHER.
D. ADDITIONAL FIELD WELDING MAY BE REQUIRED FROM THAT SHOWN Olt
THE DETAILS. DEPENDING ON THE JOINT CONFIGXURATION. SPLICE
LOCATIONS. ERECTION SEQUENCES. ETC.
E. THE 1NIIMUII WELD SZE USED MALL BE 3/16 FOR STRUCTURAL
STEEL AND 1/8 FOR LIGHT GAUGE MATERIAL. All WELDS SHALL BE MADE
USENG LOW- HYDROGEN ELECTRODES WITH U NiVUM TEN9LE STRENGTH = 70
KS. LOW HYDROGEN SUAW ELECTRODES SHALL BE USED WITHIN FOUR HOURS
Cr OPENING THEIR HERMETICALLY SEALED CONTAINERS OR SHALL BE
REOPJED PER AWS D1.1. SECTION 4.5. ELECTRODES SHALL BE REHI.RIED NO
MORE THAN ME TIME. AND ELECTRODES THAT HAVE BEEN WAFT SHALL NOT
BE USED.
3.0 STRUCTURAL STEEL
A. ALL DETAILING. FABRICATION. AND ERECTION SHALL COW'=ORM TO
THE RISC - MANUAL OF STEEL CONSTRUCTIONr. . STEEL SHALL CONFORIJ TO
THE FOLLOWING. UNO.
ALL STEEL. UNO
a ES
WOW SHALL BE r.I ACCORDANCE WITH THE :MSC SPECI'lCATI N. OEV:NSIEVIAL
TOLERANCE FOR BULD -UP MEU8ERS SHALL BE PER AWS D1.1 aK RAL NOTES FOR
STEEL CONNECTIONS SHALL APPLY 10 ALL STEEL COWECTIOUS. U.N.o
C. ROWLEY REFRIGERATION SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS THAI
'1CLU1E. BUT ARE NOT WAND TU ERECTION A'CTIS: LET HOLES. ;JO OTIr'ER A'OS.
E. META! PROTECTION: - ALL M:SCELLANECUS STEEL AS HARDWARE EXPOSED TO
YEW OR I?: LA PORTICeI O BUILDING SHALL BE GALVANIZED PER ASTM!
A -123 VIM 1.25 OZ. OF ZINC, SFtLTER PER SOUA.RE FOOT OF SURFACE AREA_
ALL OTHER STEEL SURFACES TO BE BE SHOP PL1:TED AFTER FA ICATIONI.
4A WGIT GAUGE S1m.
4.1 WADING / DESIGN CRITERIA
A ►i°TIC. L LOADS
SELF V. &i Cf STUDS
8. LATERAL LOADS
MEWLS
C1•M :_LS EMBED')ENTS
CONCRETE A•: €' %JAC
_ ..
3 PSF
10 PSF ACCESSIBLE
5 PSF PER 1607.13
ASTM A572. GRADE 50.
A447. Fy = Sasi OR A588
Fy = 501.si
ASTM A992 WHERE NOTED MIT PLANS
ASTM A36. Fy = 36Isi
ASP: A36. Fv = r15. CP
STE _ T t L;S E
5;)‘.. RE PEC1L.! r__ - AtTrr L�' l•' :- E) -
TurtE
STEEL PIPE DIAMETER LESS ASTU A53. TYPE E OR S.
THAN OR EQUAL 10 12 NO') GRADE B. Fy = 3 &si
PIPE COLUMNS C4REATER DIAN ASTM A572. GRADE 42.
i ? DIAMETER API SPEC 28
S T R U C T U R A L N O T E S
ALLOW 33 -1/3i, INCREASE IN STRESSES FOR W`M A! D SEISV.0 FORCES LATERAL
FORCES Tr?E VEIL STUD APE TRANSFERRED Tl€Oi (H TrE SILOS CONNE.Ci -":S
10 TIE SL STR••.UC TLy AS DE1A:LEE: WIEPE TIE LOADS ARE L. TAPAT=IY G!SS�A,TE:
C. STUD Cc FL=CT :C+:S ,A:15T5• L /2.O
42 Q1Nny ASSURANCE
ROWER: P rPr PAT.t 1 IS PES°CRS E TO PR.7::€ FLU T.VF OUAITY CONIiPOL 0'.f.°. Ai
FAQ.CA:ijN1 A EFECTti 1 ACW.TTl. ROAUY REFR'(RAT fl1 SHALL BE P.FSPOS; . ( TO
(atm vu. CERT�FIC FROM THE VGHT GAUCF slut V&&bFACTFE,R oe SNAP
F E
SRcN.Sa E TO PRIME. r -ENKE TESTS k.13 GALYAN ZADCH TESTS TO T-: E1.I:. . ER
OF pm-icy TO 1V Trz AZL+UJAC A (► iFi L O4T C-AUG v; TERc
A GA e E V.L T=- tL r1LL Ef. FOE, FR w c-At YAmZED, Asiv
A;53/ A?•59/ (S•) Cr: ALITY). C4?t:E 50 CLASS t STEEL FU? 12. LL A•.tt
5E Ci' :CF Vj PAL irTH A V'.V.V W €L0 Cf _J) PS. AM OPAL 33
STEEL FCi. MATEP'j.. A`.^ Lilt' f. /TH a !/.:.lf.V Y.ELO OF
33 p_9. V w ..v ESE. PER : c : A ..CEPTA_ ci
h)TE VUILS.V 7- i• 5: 'S BATS&) C? C•.'J 2 D STEEL.
-E VP V V T•Ir.i ."SS ='EF'PES( S u% (f 'f £(9 :l`
.irNESS AND j r v,N:KJM A;. :PT. LM:CW EO
T �)-NESS DEiiF-.€_`. ?3 rE fie y- c :SED CN
SEC`-ON SiCrON A34 CF .r£ 1?? :4 s 5 SPE :•)I.
ALL MEMBERS SHALL BE GALVANIZED PER ASTM A924/A924M (LATEST EDITION)
NTH 111N1111.01 COATING REQUIREMENTS AS FOLLOWS:
NON -LOAD BEARING STUDS
LOAD BEARING STUDS
EXPOSED EXTERIOR STUDS
ASTM C645 - 040 COATING
ASTM C955 - G60 COATING
ASTM C955 - 690 COATING
B. AU MEMBERS SHALL HAVE THE MINIMUM EFFECTIVE PHYSICAL AND STRUCTURAL
PROPERTIES AS INDICATED BELOW PER THE STEEL STUD MANUFACTURERS
ASSOCIATION (SSMA) ICBO ER REPORT j4943 -P OR EQUAL AT TIME CONTRACTOR'S OPTION:
ACCESSORES SHALL BE OF THE TYPE. SIZE. AND SPACING SHOWN ON THE
DRAWINGS OF A /ANNUM 18 GAUGE MATERIAL UNLESS OTHERWISE SPECIFIED.
ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN
ACCORDANCE 1I1H THE AMERICAN IRON AND STEEL
INSTITUTE (AISI) 'SPECIFICATION FOR THE DESIGN OF
COLD- FORMED STEEL STRUCTURAL MEMBERS'. 1996 EDITION
MATH SUPPLEMENT h'0. 1. DATED JULY 1999.
PREFABRICATED PANELS SHALL BE SQUARE, WITH
COMPONENTS ATTACHED IN A MANNER AS TO PREVENT
RACKING AND TO MINIMIZE DISTORTION WHILE LIFTING.
FASTENING OF COMPONENTS SHALL BE BY WELDING OR
SCREWING OR BY OTHER MEANS OF FASTING AS INDICATED
ON THE DRAWINGS. WELDS SHALL BE OF SUFFICIENT SIZE
10 INSURE THE STRENGTH OF THE CONNECTION (MIN- 1/8
WELD BY 1' LENGTH). «RE TYINNG OF COMPONENTS SHALL
NOT BE PERMITTED. ALL WELDS SHALL BE TOUCHED UP
WITH A ZINC -RICH PAWL STUDS SHALL BE PLUMBED.
ALIGNED AND SECURELY ATTACHED TO FLANGES OF BOTH
UPPER AND LOWER TRACK RUPDIERS. FRAMING OF WALL
OPENINGS SHALL INCLUDE HEADERS AND SUPPORTING
STUDS AS SH0'MI ON THE DRAWINGS.
C. ALL SCREWS (REFERRED TO AS TEK) SHALL BE SELF
TAPPING SELF DRILLRIG FASTENERS WHICH ARE ZINC
COATED AS MANUFACTURED BY ITW BULDEX TEK / TRAXX.
ELCO DRIL -FLEX. 111LD. GRABBER. OR APPROVED EQUAL.
THE MIN 1UUil SCREW SIZE /TYPE / POINT SHALL BE j8 -18
(12 POINT) TEK OR 110 -16 (12 POINT) TEK FOR USE IN
20 GA THROUGH 16 GA. AND 1T0 -16 (f3 PONT) OR 112-
14 (f2 OR 13 POINT) TEN FOR HEAVIER THAN 16 GA
UNLESS NOTED OTHERWISE. SCREWS FOR SHEATHING
CONNECTIONS SHALL BE OF THE PROPER SIZE AND TYPE
FOR A POSITIVE SHEATHING TO METAL CONNECTION. ALL
SCREW C(1NECUONS SHALL BE MADE FROM THE LIGHTER
MATERIAL INTO THE THICKER MATERIAL UNLESS NOTED
OTHERWISE. SCREWS SHALL HAVE A V•I•UU PROJECTION
OF 3 THREADS THROUGH THE AST MATERIAL JOINED AND
SHAD. HAW M+II;MUM EDGE DISTANCES AND CENTER TO
CENTER SPAONGS OF 1/2 ALL SCREWS SHALL CONFORM
TO SAE J78. SHARP PONT (OR SELF - PIERCING) SCREWS
SHALL BE ASTM C1002 AND SELF - DRILLING SCREWS SHALL
BE ASTM C954. ALL SCREWS SHALL HAVE A PROTECTIVE
COATING PROVIDED IN CONFORMANCE NTH ASTM F1941
(PREVIOUSLY ASTM 8633) AND SHALL HAVE A PERFORMANCE
RATING OF 500 HOURS OF SALT-FOG PER ASTM 8117.
WHERE MORE CORROSIVE ENYIROMIENTS OCCUR (I.E.
HAWAII) THEN A MINIMUM 1000 HOURS OF SALT -FOG SHALL
BE REOUL4ED UNLESS EVENT GREATER HOURS ARE SPECIFIED
BY THE OW ER OR ARCHITECTIXRAL SPECIFICATIONS FOR
THE CORROSIVE CONOFI1ONS/EN ftR0N ENT RI WHICH THE
PROJECT IS LOCATED. NOTE THAT ROWLEY REFRIGERATION
IS REOITRED TO OBTAIN THIS PERFORMANCE
SPECIFICATION (HOURS OF SALT -FOG) AND SWAT' THE
PROPOSW A A
i iirEc'T E:
iN S F .RFCVF.VA :r M (T?IYEFI. i0 R 1 TEST DATA SUPPORTIVHE ENf R
•:`E Or P.ECt••..
FO V;T EN APPr?CI A: SCREA CAPACITIES SHALL
BE AS I'ADCA1EP &LLOA AND SHAL BE VEP= E[. Br
R0A'-LLI RZFR1 GERATICr. KIM TO CCNSTRUCTI0 .. ROX'-_EY
PEFR;DERAIM S . : PROVDE SCREW !EST DATA FRCP,
TF-E ;•`_R =R MAN LIFAC1LI=:P S 0/4111 - 1 'SSE! RAJCt P-ROG Am
OR SHALL PETAN A r. =EDEN EKT CERTIFIED TEST ;'
AGENCY TO PROVIDE THE LOAD TEST VERIFICATION. THE
SCREW MA1'1 FACTURER SHALL PROVIDE WRIFICATION C
THE FASTENERS RESISTANCE 10 HYDROGEN EMBRITAEV - ENT.
D. FOR FASTEI.:tiG U HT GAUGE Ital3ERS TO STRUCTURAL STEEL OR TO CONCRETE.
POTe- DRIVEN OR P? LVATI.0 FASTENERS SHALE BE 2NC PLATED ANO SHALL
6Z U .'IE ACCTURED BY III ; Ce? MAL AS I:._IresTEO _'1 TIE ORAWNGS WITH DIE
CAPAOTES small TO BE L1`P,:fk BY THE CONTRACTOR PP..OR TO CONSTRUCTION.
FOR PULLOUT APPUCATDONiS OF POACHER COVEN OR PNEUMATIC FASTENERS. NON -
OESTPUCTP.£ PULLOUT TESTS 9.ALL BE PROVIDED TO VERVY THAT ilk TESTED
CAPAOTY EXCEEDS ilea (3) 'T1lEES TI ALLO*A YAUES L'A tcATED it; Tek
DPAANGS- TEST ONE (1) CC? ECT..CYi L`: EVERY FFTY (50) FCC PULLOUT COIUITCeiS
E. ALL VATS° 4 5 SHALL E S!€1.ED ( Y IC :� Se'AU EEPT FETE
CIC CCARR tyi DAvACE0 VATE' A:S Yd.l PiOT BE ACCEPTA2'iE-
4.4 FMN CA11G!
A. A:i rR&v, fUmBERS SHALL EE CUT SWAMI' AND SHLLJ E:
POSIT V Y IELO 1 PLA� L?IiTY PROPERLY FASTENED.
LS ERECTION
A. PT SLPtiRT IF_V?FULS
50 MIME
1. W SHALL E WAILED KCVO ANTI 1 SWIPE AT TM
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10 IEOWICAL / POKER DRIVEN FASTENERS
7.0 SPECIAL IISPECTION&
8.0
A.
MECHANICAL FASTENERS PRE-DRUID ANCHORS)
1. TYPICAL MECHANICAL ANCHORS WHICH ARE INSTILLED IN CONCRETE
SHALL BE MK 8011 -11 AS MANUFACTURED BY WTI. INC. AND SHALL
BE INSTALLED RI CONFORMANCE WM1H THE MANUFACTURER'S GUIDELNIES
AND PER ICBO REPORT 14627 OR APPROVED EQUAL.
2. TYPICALL DRILL -AND -TAP ANCHORS SHALL BE OF THE SIZE AND LENGTH
AS CALLED OUT ON THE PUNS USING THE RAWL - SPIKE' PER K80
REPORT 15225 OR APPROVED EQUAL. 'SPICES SHALL BE INSTALLED PER
THE MANUFACTURER'S SPECIFICATIONS.
B. POWDER DRIVEN FASTENERS
1. TYPICAL POWDER DRIVEN FASTENERS MUCH ARE INSTALLED IN CONCRETE
OR STEEL SHALL BE AS MANUFACTURED BY H ILTI. INC. AND SHALL BE
INSTALLED N CONFORMANCE 1MTH THE MANUFACTURER'S GUDELNES
AND PER 1CB0 REPORT /2388 OR APPROVED EQUAL.
2. ALL FASTENERS SHAW. BE OF THE TYPE AND SIZE REQUIRED TO MAINTAIN
THE REQUIRED PENETRATIONS. FASTENERS INSTALLED IN CONCRETE
SHALL BE INSTALLE0 WHEN DIE SPECIFIED 28 DAY COMPRESSIVE
STRENGTH OF THE CONCRETE HAS BEEN OBTAINED.
3. FASTENERS WATCH ARE USED IN PULLOUT CONDITIONS SHALL BE
NON - DESTRUCTIVE LOAD TESTED IN TENSION 10 (2) TIMES THE
ALLOWABLE LOAD EVERY (50) FASTENERS.
SPECIAL INSPECTIONS SHALL CONFORM TO THE 2003 IBC AND
ARE REPURED DURING THE FOLLOWING:
A. PONDER DRIVEN / MECHA'1GCAL DRILL IN ANCHORS AND
FASTENERS IN ALL OVERHEAD APPUCATIONS.
PRIOR TO CONSTRUCTION ROMEY REFRIGERATION SHALL BE RESPONSIBLE TO
COORDINATE A SCHEDULE OF REQUIRED INSPECTIONS AND SHALL SUBUIT
THIS SCHEDULE TO THE ARCHITECT AND ANDERSON- PEYTON STRUCTURAL
ENGINEERING CONSULTANTS FOR APPROVAL.
IY9CELLNEOUS
ROWLEY REFRIGERATION SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR
TO PROCEEDING. ROWLEY REFRIGERATION SHALL PROVIDE ERECTION BRACING
AS NECESSARY UNTIL PERMANENT SUPPORT AND /OR STIFFENERS ARE INSTALLED.
ROWLEY REFRIGERATION SHALL REFER TO THE ARCHITECTURAL PLANS FOR WALL
OPENING. ARCHITECTURAL TREATMENT AND ALL OTHER DIMENSIONS NOT SHOWN. ROUT
REFRIGERATION SHALL REFER TO MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND
LOCATION OF ALL OPENINGS FOR DUCTS. PIPES. CONDUITS. ETC.. NOT SHOWN.
GENERAL NOTES - REFRIGERATION WORT
REFRIGERA11ON EQUIPMENT SCHEDULE
1. ALL SEGMENTS OF THE REFRIGERATION WORK CONFORM TO APPROPRIATE SECTIONS OF TIE UNIFORM
MECHANICAL CODE. 1994 EDITION. CHAPTER 11 - REFRIGERATION AND UNIFORM FIE CODE. 1994 EDITION.
ARTICLE 63 - REFRIGERATION_
2. CONLFORMA:CE 10 UWFORV MECHANICAL CODE SECIICNS IS NOTED BELOW.
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