HomeMy WebLinkAboutPermit D09-262 - CASCADE CONTAINERS - CLEARWIRECASCADE CONTAINERS
CLEARWIRE
1231 ANDOVER PK W
D09 -262
Parcel No.: 3523049074
Address: 1231 ANDOVER PK W TUKW
Suite No:
City of Tukwila
Tenant:
Name: CASCADE CONTAINERS - CLEARWIRE
Address: 1231 ANDOVER PK W , TUKWILA WA
Owner:
Name: KMBR LLC B % CASCADE CONTAI
Address: 1232 ANDOVER PARK W , TUKWILA WA 98188
Phone:
Contact Person:
Name: TODD GERRISH
Address: 8760 122 AV NE , KIRKLAND WA 98033
Phone: 206 498 -6891
Contractor:
Name: BOSS CONSTRUCTION SERVICES LLC
Address: PO BOX 251 , PACIFIC WA 998047
Phone: (253)863 -3881
Contractor License No: BOSSCSL981C2
Value of Construction:
Type of Fire Protection:
Type of Construction:
doc: IBC -10/06
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 - 431 - 2451
Web site: http: / /wwwci.tukwila.wa.us
$25,000.00
DEVELOPMENT PERMIT
* *continued on next page **
Permit Number: D09 -262
Issue Date: 12/30/2009
Permit Expires On: 06/28/2010
Expiration Date: 02/22/2010
DESCRIPTION OF WORK:
INSTALLATION OF (3) ANTENNAS, (3) M/W, AND (3) RRU'S IN A STEALTH ENCLOUSRE ON THE ROOF OF THE
BUILDING. ONE RADIO CABINET TO BE INSTALLED INSIDE THE ENCLOSURE WITH THE ANTENNAS.
Fees Collected: $893.19
International Building Code Edition: 2006
Occupancy per IBC: S2
D09 -262 Printed: 12 -30 -2009
Public Works Activities:
Charmelization / Striping: N
Curb Cut / Access / Sidewalk / CSS: N
Fire Loop Hydrant: N Number: 0
Flood Control Zone:
Hauling: N Start Time:
Land Altering:
Landscape Irrigation:
Moving Oversize Load:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Permit Center Authorized Signature
I hereby certify that I have read an
governing this work will be complie
The granting oft perms does not pre
construction or perfgn�; e •f
Signature:
Print Name:
doc: IBC -10/06
City oftukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Inspection Request Line: 206 - 431 -2451
Web site: http: / /www. ci.tukwila.wa.us
N
/0 eca
Volumes: Cut 0 c.y.
Private:
Profit: N
Private:
Date:
•
Permit Number:
Issue Date:
Permit Expires On:
Size (Inches): 0
End Time:
Fill 0 c.y.
Start Time: End Time:
Public:
Non - Profit: N
Public:
Date: 1 9 d b iDC)
D09 -262
12/30/2009
06/28/2010
ned thi • ermit and know the same to be true and correct. All provisions of law and ordinances
whether specified herein or not.
e to give authority to violate or cancel the provisions of any other state or local laws regulating
I am authorized to sign and obtain this development permit.
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.
D09 -262 Printed: 12 -30 -2009
Parcel No.: 3523049074
Address:
Suite No:
Tenant:
1: ** *BUILDING DEPARTMENT CONDITIONS * **
7: ** *FIRE DEPARTMENT CONDITIONS * **
doc: Cond -10/06
• a
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
1231 ANDOVER PK W TUKW
CASCADE CONTAINERS - CLEARWIRE
PERMIT CONDITIONS
Permit Number:
Status:
Applied Date:
Issue Date:
D09 -262
ISSUED
12/16/2009
12/30/2009
2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the
Building Official.
3: All 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Building
Department (206- 431 - 3670).
6: 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.
8: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the
following concerns:
9: Install a clearly labeled, readily visible and accessible EMERGENCY POWER OFF SWITCH. at the equipment.
10: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is
calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A,
20B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 3 -2.1)
11: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or
brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation
instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so
that its top is not more than 5 feet (1524 mm) above the floor. Hand -held portable fire extinguishers having a gross
weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the
floor. The clearance between the floor and the bottom of the installed hand -held extinguishers shall not be less than 4
inches (102 mm). (IFC 906.7 and IFC 906.9)
12: Fire extinguishers shall not be obstructed or obscured from view. In rooms or areas in which visual obstruction cannot
be completely avoided, means shall be provided to indicate the locations of the extinguishers. (IFC 906.6)
13: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available
for use. These locations shall be along normal paths of travel, unless the fire code official determines that the
hazard posed indicates the need for placement away from normal paths of travel. (1FC 906.5)
D09 -262 Printed: 12 -30 -2009
14: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that
indicates the month and year that the inspection was performed and shall identify the company or person performing the
service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge
procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the
inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these
required surveys. (NFPA 10, 4 -3, 4 -4)
15: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and
#2051)
16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of
such condition or violation.
17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at
(206)575 -4407.
18: ** *PLANNING DIVISION COMMENTS * **
19: Clearwire shall obtain a business license for this location prior to final approval.
doc: Cond -10/06
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206 - 431 -3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
* * continued on next page **
•
D09 -262 Printed: 12 -30 -2009
I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and
this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provision of any other work
construction or the performance of work.
Signature:
Print Name:
•
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
(LM:14--N fle
doc: Cond -10/06 D09 -262
Date: / c / /
ordinances governing
or local laws regulating
Printed: 12 -30 -2009
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.ci.lukwila.wa.us
• •
Building 'Permit No.
Mechanical PermifNo.
4Plunibing/Gas Permit No.
.4Public Works Permit No.
Project - No.
/(For office
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 **
�- 304i01
King Co Assessor's Tax No.:
Site Address: 12-3 k p.wtoO" -' P.AR-1C W 1:44-wtic. t W A Suite Number: N/A Floor: NVA.
Tenant Name: C(,tSC0.4 -. C o ✓t 4rA{ net/ a New Tenant: ❑ Yes ❑ ..No
Property Owners Name: K Mace- I LLL
Mailing Address: I Z3Z Avndooe r \�- ,-0C t,�1 - 11.A..w. le..
City
W A
State
c9
Zip
fCONTACT -:who do we contactwhen;your permitlissreadyto'beiissued
Name: ' acv -v-t t Day Telephone: 7OG l i95 - -48W
Mailing Address: `S1 Liz O 1ZZ "so Ave- r4E k,tr \du- 4...e.l W A 4$'033
City State Zip
E -Mail Address^To -ke-t - Gevrt-41^. 'e. C,a%05.4 pr.. Conn Fax Number: '4ZS- (orl \ - (0Zo \
tG- ENERA'LCONTRACTOR QNffORMATION
(ContractorrldfOrmatimilfor' Mechanical.(pg 4) GasPiping.(pg:5))
Company Name: T )
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
Contractor Registration Number: Expiration Date:
State
Zip
ARt 111TECT OF RECORD - All plans must be*etstamped.by Architect of Record ' •' F '
Company Name:
Mailing Address:
City
Contact Person: Day Telephone:
E -Mail Address: Fax Number:
ENGINEER RECORD - All plans -must be wet stamped by:Engineer of Record
Company Name: A` SA►1 Erui mar_ r tni
Mailing Address: 525 uuevk 11"'`
Contact Person: Ti vin
Wdl,ck erg
E% etn
C 9'
State
Zip
or- VIP/
State
Day Telephone: SN /- 338 - qz/
Zip
E -Mail Address:4wolete " CL 014' Sa r` e ip, rw. i CO'I I Fax Number:
H:Applications \Forms - Applications On Line\2009 Applications \I -2009 - Permit Application.doc
Revised 1 -2009
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Page 1 of 6
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Attached Carport :.
, Detached,Carport
CoveredDeck .
- 1.1ncovered:Dedk; ' i •" - ''
'
•
•
'BUILDING PERMIT INFORMATION - 206431 -3670
Valuation of Project (contractor's bid price): $ Z OUO Existing Building Valuation: $
Scope of Work (please provide detailed information): NS4- satl��.v.■ b f / '1 3A 1'Ii . i '.&5, 3 teq w.�� 3
WU's 1 1--t a S t∎ e c U lo s rt 0n1 4'L4 C car{ —ft.t • () JE /6
Co-lot/0a -Iv &. leis 11«( i41( eta E..) dos wc L1/4)1
Will there be new rack storage? ❑ Yes
171.. No If yes, a separate permit and plan submittal will be required.
4EroviderAlllBuildingFAreasiin • 'Square Footage Below
PLANNING DIVISION:
Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard: Compact: Handicap:
Will there be a change in use? ❑ Yes ❑ No If `yes ", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No
If 'yes', attach list of materials and storage locations on a separate 8 -1/2 "x I1 " paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H :ApplicationsTonns- Applications On Line\2009 Applications \1-2009 - Pemut Applicnhion.doc
Revised: 1 -2009
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Page 2 of 6
Date Application Accepted: 21 j
j D) D
Date Application Expires: 541rai Y
Y � � S
Staff Initials
PERMIT APPLICATION NOTES — Applicable to all permits in this application
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
Building and Mechanical Permit
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
Plumbing Permit
The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested
in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER R AITHORIZED A ENT:
Signature: [ _ k I -
Print Name: 1 Oda Gex r t Sh
Mailing Address: g1 1L lZZ1.31J AVE N E
H:\Applications\Fonns- Applications On Line\2009 Applications \I -2009 - Permit Application.doc
Revised. 1 -2009
bh
Date: la 27 /
Day Telephone: 20(o - Qa- 4:8q I
rklawo W w 98013
City State Zip
Page 6 of 6
Parcel No.: 3523049074 Permit Number: D09 -262
Address: 1231 ANDOVER PK W TUKW Status: PENDING
' Suite No: Applied Date: 12/16/2009
Applicant: CASCADE CONTAINERS - CLEARWIRE Issue Date:
Receipt No.: R09 - 02005
Initials:
User ID:
JEM
1165
Payee: CLEARWIRE LEGACY LLC
TRANSACTION LIST:
Type Method Descriptio Amount
Payment Check 00151364 893.19
Authorization No.
ACCOUNT ITEM LIST:
Description
BUILDING - NONRES
PLAN CHECK - NONRES
STATE BUILDING SURCHARGE
•
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Fax: 206 - 431 -3665
Web site: http: / /www.ci.tukwila.wa.us
RECEIPT
•
Payment Amount: $893.19
Account Code Current Pmts
000.322.100
000.345.830
640.237.114
Total: $893.19
Payment Date: 12/16/2009 10:41 AM
Balance: $0.00
538.60
350.09
4.50
PAYMENT
RECEIVED
doc: Receiot -06 Printed: 12 -16 -2009
P ect: Se �(
Type of Inspection:
Address:
-t23\ -Aaskai tA i
Date Called:
Special Instructions:
Date Wanted:
3 , i '- t v
p.m.
Requester:
Phone No:
INSPECTION RECORD
Retain a copy with permit
INS CTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION t
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Approved per applicable codes. D Corrections required prior to approval.
[COMMENTS:
l pi - k Ci.e." lr A t
l A cttorr::
1
$60.00 REINSPECTIO FEE REQUIRE . Prior to inspection, fee must be
paid at 6300 Southcente Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
Da:
�c_2 — tom
Date:
Project: I
Type of Inspection:
\
Address:
I' Z 3 + 4Abou r I n/
Date Called:
._---
Special Instructions:
G l a /' � • ' P
Date Wanted:
-� ` / �'
�,
-- I p.m.
Requester:
Phone No: Z (
<4 2.
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION f -
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -36
Approved per applicable codes. El Corrections required prior to approval. f.
COMMENTS:
Inspecto
$61.00 J EINSPECTION FEE REQUIR
pail a 6300 Southcenter Blvd., Suite
Receip$.IVo.:
04 '&j W -
1 "JO k % w ( ---�1
Date:
Prio to inspection, fee must be
00. Call to schedule reinspection.
'Date:
Do g- 2
Project: � C � Ae2 -5
Type of Inspe
f t /t7
Address:
Date Called:
Special Instructions:
`
C ( et I 0 .A-e,
Date Wanted:
` (� _ / v 6.7
p.m.
Requester:
Phone yo -
e -5423
PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
INSPECTION NO.
INSPECTION RECORD
Retain a copy with permit
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
Approved per applicable codes. Corrections required prior to approval.
COMMENTS:
,.o C,Yri4'3
Inspector:
Date 3 11
El $60.00 REINSPECTION #EE REQUIRED. Prior to inspection, fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Receipt No.:
'Date:
Prrojnnectt:�� A ,�
l al #J L- 6A�OA. A. PUS
pection:
Type of =ion
/ on AA , ell
Address :
1231 Anoev� t,JeJ
Date Called:
Special Instructions:
C leb T t,/J ' l `
f , I-Afit1
Date Wanted:
-, C
m
Requester:
tllJ1��P11 n A
(,,,A ` , A. e.,4
Phone eN No:
� 7 ?
� C ky75:v
INSPECTION RECORD 0 I
tain a copy with permit (�
INSPECZ NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670
COMMENTS:
Inspe
Date:
z - z5 - lb
Approved per applicable codes. ❑ Corrections required prior to approval.
fl $604 REINSPECTION EE REQUIRED. Prior to inspection, fee must be
paid t 6300 Southcenter Blvd., Sulte 100. Call to schedule reinspection.
Receipt No.:
Date:
Project: .
f19.rMAa� nCA/r 4 i,ve4.$ -i A#'w,
Type of Inspection:
z' ,fair - /OA.,57 0.
Address: ,
42.'? 4 nlJO.Q ,J/L Gc
Called:
Special Instructions:
Date Wanted: ■
— i7 —‘/
P
Requester:
/1/ .177
Phone 5 2 ` S4/2
y�5 �
3
069 -2 !o2
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION ( rte
6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -360
CO ENTS:
4
spector:
/
Date - / 7 — /0
REINSPECTION E REQUIRED. Prior to inspection, fee must be
t 6300 Southcenter c lvd., Suite 100. Call to schedule reinspection.
Re No.:
IDate:
Approved per applicable codes. ❑ Corrections required prior to approval.
Project:
Sprinklers:
T of Inspection
Address: t .. 3 a...
Suite #:
f -P 0
Contact Person:
(). ` 01-iw
Special Instructions:
Occupancy Type:
Phone N o`:
Needs Shift Inspection:
Sprinklers:
Fire Alarm:
Hood & Duct:
Monitor:
Pre -Fire:
Permits:
Occupancy Type:
INSPECTION NUMBER
Andover Park East Tukwila Wa 981 206 -575 -4407
Et-Approved per applicable codes.
COMMENTS:
C f
$80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from
the City of Tukwila Finance Department. Call to schedule a reinspection.
Word /Inspection Record Form.Doc
INSPECTION RECORD
Retain a copy with permit
CITY OF TUKWILA FIRE DEPARTMENT
1/13/06
PERMIT NUMBERS
Corrections required prior to approval.
T.F.D. Form F.P. 113
i
ARTISAN ENGINEERING, LLC
325 West 13 Avenue
Eugene, Oregon 97401 -3402
Phone: 541- 338 -9488 Fax: 541- 338 -9483
www.artisanengineering.com
November 23, 2009
Mr. Kevin Michael
Cascadia PM, LLC
3322 South Bay Road
Olympia, WA 98506
Re:
Dear Kevin:
Sinperely,
Design Stealth Shroud and Check Existing Fa) aliggyisvpruse Building at
1232 Andover Park West in Tukwila, WA for the Clearwire Cabinef and Antenna
Installation (WA TAC0420 Kent Business)
We appreciate your recent request to assist you with the Construction Drawings for the
installation of Clearwire antennas in a roof - mounted stealth shrouded structure at 1232
Andover Park West in Tukwila, Washington. We also designed the support beams for the
radio equipment cabinet inside the base of the roof mounted assembly. The design is
based on the zoning drawings and equipment plan that you emailed to us last month and on
the information gathered during the site visit in September.
The existing structure is a large concrete walled warehouse building with a panelized wood
framed roof. The attached design is for a 10 -foot wide by 14 -foot tall shroud on faux
chimney that is constructed with FRP material that is transparent to the antennas mounted
inside of it. This chimney structure is anchored to the roof with 6x sleeper through bolted
and connected to strong back beams under the existing roof panels. These new beams will
carry the corner posts of the stealth shroud to the existing 4x roof beams and underlying 8-
inch glulam girder. The new shroud will be placed above a concrete wall which was the
original concrete end wall. The radio cabinet will be mounted on a pair of 6x beams
spanning between the roof mounted sleeper beams.
We have designed the anchorage of the stealth chimney to the roof using a wind speed of
120 mph (3 second gusting) at Exposure C. This wind load determined the size and
spacing of the steel thru -bolts into the roof framing. We have also designed the anchorage
of the cabinet to the beams using the appropriate site specific factor for seismic forces .
based on the current Washington State Building Code (IBC 2006, 2 Amendment) as
adopted by the State of Washington. Please refer to the attached calculations and to the
submitted construction drawings. We have not designed the FRP members or panels as
this is a proprietary component designed by others.
We appreciate the opportunity to assist yo f • . the project. If you have any additional
questions, comments, or concerns plea
Timothy Wolden, PE
Principal, Artisan Engineering, LLC
Jk
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 4 2009
City of Tukwila
RECEIVED_
CITY OF TU LA
DEC 16 2009
PERMIT CENTER
ARTISAN ENGINEERING, LLC
325 W. 13th Avenue
Eugene, Oregon 97401 -3402
Tel (541) 338 -9488 • Fax (541) 338 -9483
www.artisanengineering.com
Job No.: (pct: 55
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11.2 Withdrawal Design Values
11.2.1 Lag Screws
11.2.1.1 The withdrawal design values, in lbs. /in. of
penetration, for a single lag screw inserted in side grain,
with the lag screw axis perpendicular to the wood fibers,
shall be determined from Table 11.2A or Equation 11.2 -1,
within the range of specific gravities and screw diameters
given in Table 11.2A. Tabulated nominal design values, W,
shall be multiplied by all applicable adjustment factors (see
Table 10.3.1) to obtain allowable design values, W'.
W= 1800G
(11.2 -1)
Table 11.2A Lag Screw Withdrawal Design Values (W)
Tabulated withdrawal design values (W) are in pounds per inch of thread penetration into side grain of main mem
Length of thread penetration in main member shall not include the length of the tapered tip (see Appendix I
1. Tabulated withdrawal design values (W) for lag screw connections s
\ A 424 _ n
11 be multiplied by all applicable adjustment factors (see T a bl e 10.3
AMERICAN WOOD COUNCIL
2 �3
11.2.1.2 When lag screws are loaded in withdr
from end grain, nominal withdrawal design value
shall be multiplied by the end grain factor, C = 0.7
11.2.1.3 When lag screws are loaded in withdrl
the allowable tensile strength of the lag screw at tht
(root) section shall not be exceeded (see 10.2.3).
ARTISAN ENGINEERING, LI C
325 W. 13th Avenue
Eugene, Oregon 97401 -3402
Tel (541) 338 -9488 • Fax (541) 338 -9483
www.artisanengineering.com
JobNo.: (o 5" `6
By:
Page : of: 3
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ACTIVITY NUMBER: D09 -262 DATE: 12 -16 -09
PROJECT NAME: CASCADE CONTAINERS - CLEARWIRE
SITE ADDRESS: 1231 ANDOVER PK W
X Original Plan Submittal
Response to Correction Letter #
Response to Incomplete Letter #
Revision # after Permit Issued
DEPARTMENTS: -61
d 4 Building Division J
,Ns N /A- 1- .'
Public Work
DETERMINATION OF COMPLETENESS: (Tues., Thurs.)
Complete
Comments:
REVIEWER'S INITIALS:
APERMITCOORD Y f
PLAN REVIEW /ROUTING SLIP
APPROVALS OR CORRECTIONS:
Approved ❑ Approved with Conditions
Notation:
REVIEWER'S INITIALS:
Documents/routing slip.doc
2 -28 -02
Fire Prevention um—
Structural n
Incomplete n
DATE:
Planning Division
Permit Coordinator
DUE DATE: 12-17-09
Not Applicable
TUES/THURS ROUTING:
Please Route Structural Review Required ❑ No further Review Required n
DATE:
Not Approved (attach comments) ❑
C
Permit Center Use Only
INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED:
Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
DUE DATE: 01-14-10
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
Bond
Bond
Company
Name
Bond
Account
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Bond
Amount
Received
Date
1
DEVELOPERS
SURETY a
INDEM CO
857070C
02/20/2002
Until
Cancelled
4/11/2002
ARCHIVED
$12,000.00
02/22/2002
License
Name
Type
Specialty
1
Specialty
2
Effective
Date
Expiration
Date
Status
BOSSCS *006JK
BOSS
CONSTRUCTION
SERVICES
CONSTRUCTION
CONTRACTOR
GENERAL
UNUSED
4/12/2000
4/11/2002
ARCHIVED
Name
Role
Effective Date
Expiration Date
BRENDEN, MICHAEL T
PARTNER /MEMBER
02/22/2002
Amount
Insurance
Company
Name
Policy
Number
Effective
Date
Expiration
Date
Cancel
Date
Impaired
Date
Amount
Received
Date
Untitled Page
6
•
General /Specialty Contractor
A business registered as a construction contractor with LEtI to perform construction work
within the scope of its specialty. A General or Specialty construction Contractor must
maintain a surety bond or assignment of account and carry general liability insurance.
Business and Licensing Information
Name
Phone
Address
Suite /Apt.
City
State
Zip
County
Business Type
Parent
Company
BOSS CONSTRUCTION
SERVICES LLC
2538633881
PO BOX 251
PACIFIC
WA
98047
KING
Limited Liability Company
UBI No.
Status
License No.
License Type
Effective
Date
Expiration
Date
Suspend Date
Specialty 1
Specialty 2
602178221
ACTIVE
BOSSCSL981C2
CONSTRUCTION
CONTRACTOR
2/22/2002
2/22/2010
GENERAL
UNUSED
Other Associated Licenses
Business Owner Information
Bond Information
Insurance Information
https://fortress.wa.gov/lni/bbip/Detail.aspx
Page 1 of 2
12/30/2009
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 4 2G�i
City() ; SUBMITTAL
D�
�- PROJECT CONTACTS
WA- TAC0420
KENT BUSINESS
CONSTRUCTION DRAWINGS
SUBMITTAL / REVISIONS
NO. DATE INIT DESCRIPTION
01 8 -30-09 JP ZD SUBMITTAL
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SITE ADDRESS:
LATITUDE
LONGITUDE'
JURISDICTION
APN
GROUND ELEVATION
STRUCTURE HEIGHT
OCCUPANCY GROUP
CONSTRUCTION TYPE -
ZONING
1232 ANDOVER PARK W
TUKWILA, WA 98188
47" 26' 30.89" N
122 15' 13.44" W
TUKWILA, WA
3523049074
20' AMSL
44' AGL
B
V-B
C - COMMERCIAL
PROJECT DATA
AR
GOVERNING CODES
IBC -2003, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS
NEC -2005, NATIONAL ELECTRICAL CODE
INS IALLA[ION IS UNMANNED AND NOT FOR HUMAN HABITATION.
T REQUIR PER ADA
REVISIONS
No chances shall be made to the scope
of work without prior approval of
Tukwila Building Division.
NOTE: Revisions will require a new plan submittal I
ai plan review fees.
,,.,i...
Ic w��i{�p
t j authorize
APPLICANT
CLEARWIRE US LLC
4.400 CARILLON POINT
KIRKLAND, WA 98033
PROPERTY OWNER
COMMENCEMENT TERRACE ASSOCIATION LLC
29 ST. HELENS AVENUE
TACOMA, WA 98402
PH: 206.282.1103
CONSULTING ENGINEER
ARTISAN ENGINEERING
11M WOLDEN PE
325 WEST 13TH AVE.
EUGENE, OR 97401
PH: 541.338.9488
SITE AQUISMON CONSULTANT
CASCADIA PM
8760 122ND AVENUE, NE
KIRKLAND, WA 98033
NICKI KERSWILL
PH: 425.443.1055
ZONING CONSULTANT
CASCADIA PM
5501 NE 109TH COURT, SUITE A -2
VANCOUVER, WA 98662
NOAH GROZDIN
PH: 971.285.6645
CONSTRUCTION MANAGEMENT
CASCADIA PM
8760 122ND AVENUE, NE
KIRKLAND, WA 98033
TODD GERRISH
PH: 206.498.6891
SEPARATE PERM
REQUIRED FO
. PROJECT SUMMARY
Mechanical
Elecbicai
Plumbing
Gas Piping
City of Tukwila
BUILDING DIVISIO
THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK
1. PROPOSED CONSTRUCTION OF A WMMAX TELECOMMUNICATIONS
FACILITY ON THE ROOFTOP OF AN EXISTING SINGLE STORY
WAREHOUSE BUILDING.
2. PROPOSED INSTALLATION OF RF TRANSMISSION EQUIPMENT AND
ANTENNAS WITHIN A 10'X10'X14' CONCEALMENT STRUCTURE ON TOP
OF THE EXISTING BUILDING.
3. PROPOSED INSTALLATION OF CLEARWIRE RF EQUIPMENT IN A
25 "X25'X54" CABINET MOUNTED ON SLEEPERS CONNECTED TO THE
ROOFTOP OF THE EXISTING BUILDING.
4. PROPOSED INSTALLATION OF (3) PANEL, (3) MICROWAVE, (3) RRU'S
& (1) GPS CLEARWIRE ANTENNA/S TO BE MOUNTED WITHIN THE
WALLS OF THE CONCEALMENT STRUCTURE.
5. PROPOSED INSTALLATION OF A NEW 100A ELECTRICAL SERVICE.
SHEET
DRAWING INDEX
DESCRIPTION
T -1 TRLE SHEET
A -1 SITE PLAN
A -2 ENLARGED SITE PLAN
A -3 ELEVATIONS
A -3.1 ELEVATIONS
A-4 EQUIPMENT DETAILS
A-4.1 EQUIPMENT PLATFORM DETAIL
A -5 ANTENNA DETAILS
A-6 STEALTH STRUCTURAL PLAN
'' -7 ROOF PLAN
-1 ELECTRICAL SITE PLAN
-2 ELECTRICAL POWER RISER DIAGRAM
-3 ELECTRICAL DETAILS
N-1 GENERAL NOTES
N-2 GENERAL NOTES
-N-3 GENERAL NOTES
N-4 GENERAL NOTES
WA- TAC0420 CELL SITE
RECEIVED
CITY OF TUKWILA
DEC 16 2009
PERMIT CENTER
poov 21v2
DRIVING DIRECTIONS
HEAD 1 -5 N TOWARD SEATTLE
TAKE EXIT 153 FOR SOUTHCENTER PARKWAY AND MALL 0.1 MI
KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR
TUKWILLA/SOUTHCENTER PKWY S AND MERGE ONTO
SOUTHCENTER PKWY 1.2 MI
TURN LEFT AT S 180TH ST 0.3 MI
TURN LEFT AT ANDOVER PARK W DESTINATION WILL BE ON THE
RIGHT 4.46 FT
1232 ANDOVER PARK W, TUKWILA, KING, WASHINGTON 98188
SITE PLAN
TAX PARCEL#
3523049092
TAX PARCEL#
3523049103
TAX PARCEL#
3523049120
. \
TAX PARCEL#
3523049119
(E) WAREHOUSE /
DISTRIBUTION
BUILDING
TAX PARCEL#
3523049085
(E) BLDG. SECTION X
LINES OF (E) BLDG.
ADDITION a
(E) BLDG. SECTION
_ LINES FROM AS -BUILT
DRAWINGS
S 180TH ST
TAX PARCEL#
3523049055
330' ±
— -cJ
PROJECT AREA
SCALE: 1" = 60' (11X17)
SCALE: 1" = 30' (22X34)
TAX PARCEL#
3523049072
TAX PARCEL#
. 3523049095
TAX PARCEL#
352304HYDR
CO DE C E O w Ag Ep E
APPl00VFD
DEC 2 4 1009
B City of Tukwila
RECEIV
CITY OF KWILA
/C
J
PERMIT CENTER
30'
NOTE
SITE PLAN NOT
FROM SURVEY.
60'
120'
clea rw're
Cascadia \PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
PROJECT NO.:
DRAWN BY:
CHECKED BY:
2313
KKN
JP
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
SITE PLAN
SHEET NO.
A -1
SUBMITTAL I REVISIONS
NO.
DATE
INIT
DESCRIPTION
01
8 -30-09
JP
ZD SUBMITTAL
SITE PLAN
TAX PARCEL#
3523049092
TAX PARCEL#
3523049103
TAX PARCEL#
3523049120
. \
TAX PARCEL#
3523049119
(E) WAREHOUSE /
DISTRIBUTION
BUILDING
TAX PARCEL#
3523049085
(E) BLDG. SECTION X
LINES OF (E) BLDG.
ADDITION a
(E) BLDG. SECTION
_ LINES FROM AS -BUILT
DRAWINGS
S 180TH ST
TAX PARCEL#
3523049055
330' ±
— -cJ
PROJECT AREA
SCALE: 1" = 60' (11X17)
SCALE: 1" = 30' (22X34)
TAX PARCEL#
3523049072
TAX PARCEL#
. 3523049095
TAX PARCEL#
352304HYDR
CO DE C E O w Ag Ep E
APPl00VFD
DEC 2 4 1009
B City of Tukwila
RECEIV
CITY OF KWILA
/C
J
PERMIT CENTER
30'
NOTE
SITE PLAN NOT
FROM SURVEY.
60'
120'
clea rw're
Cascadia \PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
PROJECT NO.:
DRAWN BY:
CHECKED BY:
2313
KKN
JP
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
SITE PLAN
SHEET NO.
A -1
►
1R) 4X6 SLEEPERS
r (E) ROOF DECK - 1
ASPHALT ROOF
1 I ENLARGED SITE PLAN
►
► (N) CLEARWIRE RF ANTENNA,
► MW & RRU MOUNTED TO
CONCEALMENT STRUCTURE -
SECTOR 0' - RED
► RE: A-5, A-6
I (N) RF TRANSPARENT ANTENNA
► CONCEALMENT STRUCTURE
RE: A-6 & A -7
(N) 25"X25"X 54" RF EQUIPMENT
CABINET MOUNTED TO 4"x6"
SLEEPERS W/ OPTIONAL PLINTH
RE: A-4
(N) CLEARWIRE RF ANTENNA,
MW & RRU MOUNTED TO
CONCEALMENT STRUCTURE -
SECTOR 240' - YELLOW
RE: A -5, A-6
CAUTION:
DUE TO THE AGE OF THE BUILDING THERE IS
POTENTIAL FOR THE PRESENCE OF LEAD BASED
PAINT & ASBESTOS CONTAMINATED MATERIALS.
CONTRACTOR TO VERIFY ANTENNA RAD CENTERS
& SECTORS WITH RF ENGINEER PRIOR TO
INSTALLATION.
00 4.. CABINET
RE: E-3
2-3/813 SCH. 40 ANT. MOUNT
PIPE W 1-3/8" UNITSTRUT
SUPPORT CHANNEL @ TOP &
MIDDLE, TYP.
►
►
►
►
r (E) ROOF DECK -
ASPHALT ROOF
(N) 2-3" CONDUITS FOR FIBER AND COAX
FROM TELCO BOX ON EQUIPMENT CABINET
TO RRU'S AND MWS
- MOUNT ON SLEEPERS ACROSS ROOF DECK
& UP FRP STRUCTURE.
FIELD ROUTE PER BEST PRACTICE.
ROUTE TO POWER SOURCE
FIELD MOUNT DISCONNECT TO
FRP STRUCTURE
(N) CLEARWIRE RF ANTENNA,
MW & RRU MOUNTED TO
CONCEALMENT STRUCTURE -
SECTOR 120' -BLUE
RE: A -5, A-0
FRP 4X4 VERT. &
BASE PLATE
RE: A-6, A -7
I SCALE: 1/2" = 1'-0" (11X17) 0'
SCALE: 1" = 1'-0" (22X34)
►
3'X4' ACCESS
DOOR
(E) BLDG.
SECTION LINE "L"
r (E) ROOF DECK -
ASPHALT ROOF
RECEIVED
CITY OF TUKWILA
DEC 16 2009
PERMIT CENTER
CODE REVIEWED FOR
APPROVED
DEC COVED
DE C 2 4 209
Ci ty of Tukwila
BUILDING DIVISInr`'
1
W E
NOTE
SITE PLAN NOT
FROM SURVEY.
clearw're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
PROJECT NO.:
DRAWN BY:
CHECKED BY:
EXPIRES 6/9/
2313
KKN
JP
SITE NO.
WA -TAC 0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
ENLARGED
SITE PLAN
SHEET NO.
A -2
SUBMITTAL / REVISIONS
O.
DATE
INIT
DESCRIPTION
0 1
8-30-09
JP
ZD SUBMITTAL
►
1R) 4X6 SLEEPERS
r (E) ROOF DECK - 1
ASPHALT ROOF
1 I ENLARGED SITE PLAN
►
► (N) CLEARWIRE RF ANTENNA,
► MW & RRU MOUNTED TO
CONCEALMENT STRUCTURE -
SECTOR 0' - RED
► RE: A-5, A-6
I (N) RF TRANSPARENT ANTENNA
► CONCEALMENT STRUCTURE
RE: A-6 & A -7
(N) 25"X25"X 54" RF EQUIPMENT
CABINET MOUNTED TO 4"x6"
SLEEPERS W/ OPTIONAL PLINTH
RE: A-4
(N) CLEARWIRE RF ANTENNA,
MW & RRU MOUNTED TO
CONCEALMENT STRUCTURE -
SECTOR 240' - YELLOW
RE: A -5, A-6
CAUTION:
DUE TO THE AGE OF THE BUILDING THERE IS
POTENTIAL FOR THE PRESENCE OF LEAD BASED
PAINT & ASBESTOS CONTAMINATED MATERIALS.
CONTRACTOR TO VERIFY ANTENNA RAD CENTERS
& SECTORS WITH RF ENGINEER PRIOR TO
INSTALLATION.
00 4.. CABINET
RE: E-3
2-3/813 SCH. 40 ANT. MOUNT
PIPE W 1-3/8" UNITSTRUT
SUPPORT CHANNEL @ TOP &
MIDDLE, TYP.
►
►
►
►
r (E) ROOF DECK -
ASPHALT ROOF
(N) 2-3" CONDUITS FOR FIBER AND COAX
FROM TELCO BOX ON EQUIPMENT CABINET
TO RRU'S AND MWS
- MOUNT ON SLEEPERS ACROSS ROOF DECK
& UP FRP STRUCTURE.
FIELD ROUTE PER BEST PRACTICE.
ROUTE TO POWER SOURCE
FIELD MOUNT DISCONNECT TO
FRP STRUCTURE
(N) CLEARWIRE RF ANTENNA,
MW & RRU MOUNTED TO
CONCEALMENT STRUCTURE -
SECTOR 120' -BLUE
RE: A -5, A-0
FRP 4X4 VERT. &
BASE PLATE
RE: A-6, A -7
I SCALE: 1/2" = 1'-0" (11X17) 0'
SCALE: 1" = 1'-0" (22X34)
►
3'X4' ACCESS
DOOR
(E) BLDG.
SECTION LINE "L"
r (E) ROOF DECK -
ASPHALT ROOF
RECEIVED
CITY OF TUKWILA
DEC 16 2009
PERMIT CENTER
CODE REVIEWED FOR
APPROVED
DEC COVED
DE C 2 4 209
Ci ty of Tukwila
BUILDING DIVISInr`'
1
W E
NOTE
SITE PLAN NOT
FROM SURVEY.
clearw're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
PROJECT NO.:
DRAWN BY:
CHECKED BY:
EXPIRES 6/9/
2313
KKN
JP
SITE NO.
WA -TAC 0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
ENLARGED
SITE PLAN
SHEET NO.
A -2
SCALE: 1" = 20'-0" (11X17)
SCALE: 1" = 10' (22X34)
(N) CLEARWIRE ANTENNAS
43'-0" AGL
(N) CLEARWIRE MICROWAVES
41'-0" AGL
(E) ACCESS LADDER
NORTH ELEVATION
EAST ELEVATION
10
(N) 10 'X 10' X 14'-0", RF TRANSPARENT, CONCEALMENT
STRUCTURE FOR CLEARWIRE TELECOMMUNICATIONS
EQUIPMENT - FINNISH TO MATCH EXISTING BUILDING
RE A-0
(N) ANTENNA, MW & RRU MOUNTED TO
HORIZ. ANTENNA MOUNTING PIPES
LOCATED AT TOP AND MIDDLE OF FRP
STRUCTURE: A -5, A-0
(N) CLEARWIRE RF EQUIPMENT CABINET
MOUNTED TO 2X6 SLEEPERS CONNECTED
TO ROOF DECK
RE: A -4, A -7
(N) CLEARWIRE ANTENNAS
43' -0" AGL
(N) CLEARWIRE MICROWAVES
41'-0" AGL
(E) WAREHOUSE / DISTRIBUTION BUILDING
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 4 2009
City of Tukwila
i'WDING DIVISION
10'-0" (TYP)
U
(N) ACCESS DOOR
RE: A-S
(N) 10 'X 10' X 14' -0", RF TRANSPARENT, CONCEALMENT
STRUCTURE FOR CLEARWIRE TELECOMMUNICATIONS
EQUIPMENT - FINNISH TO MATCH EXISTING BUILDING
RE A-S
(N) ANTENNA, MW & RRU MOUNTED TO HORIZ
ANTENNA MOUNTING PIPES LOCATED AT TOP AND
MIDDLE OF FRP STRUCTURE: A-5, A-0
(N) CLEARWIRE RF EQUIPMENT CABINET
MOUNTED TO 2X6 SLEEPERS CONNECTED
TO ROOF DECK
RE: A-4, A -7
GRADE -225'
SCALE: 1" = 20'-0" (11X17)
SCALE: 1" = 10'-0" (22X34)
(E) WAREHOUSE / DISTRIBUTION BUILDING
III
iii
in
m
nI
GRADE -225'
(E) ACCESS LADDER
RECEIVED
CITY OF TUKWILA
DEC 16 2009
PERMIT CENTER
NOTE
CONTRACTOR TO VERIFY
RAD CENTERS AND SECTORS
WITH RF ENGINEER PRIOR TO
ANTENNA INSTALLATION.
10'
20'
clearw're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828.1008
EXPIRES 6,/
PROJECT NO.:
DRAWN BY:
CHECKED BY:
2313
KKN
JP
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
ELEVATIONS
SHEET NO.
A -3.0
3
SUBMITTAL I REVISIONS
O.
DATE
DESCRIPTION
01
8-30-09 IINIT1 JP
ZD SUBMITTAL
SCALE: 1" = 20'-0" (11X17)
SCALE: 1" = 10' (22X34)
(N) CLEARWIRE ANTENNAS
43'-0" AGL
(N) CLEARWIRE MICROWAVES
41'-0" AGL
(E) ACCESS LADDER
NORTH ELEVATION
EAST ELEVATION
10
(N) 10 'X 10' X 14'-0", RF TRANSPARENT, CONCEALMENT
STRUCTURE FOR CLEARWIRE TELECOMMUNICATIONS
EQUIPMENT - FINNISH TO MATCH EXISTING BUILDING
RE A-0
(N) ANTENNA, MW & RRU MOUNTED TO
HORIZ. ANTENNA MOUNTING PIPES
LOCATED AT TOP AND MIDDLE OF FRP
STRUCTURE: A -5, A-0
(N) CLEARWIRE RF EQUIPMENT CABINET
MOUNTED TO 2X6 SLEEPERS CONNECTED
TO ROOF DECK
RE: A -4, A -7
(N) CLEARWIRE ANTENNAS
43' -0" AGL
(N) CLEARWIRE MICROWAVES
41'-0" AGL
(E) WAREHOUSE / DISTRIBUTION BUILDING
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 4 2009
City of Tukwila
i'WDING DIVISION
10'-0" (TYP)
U
(N) ACCESS DOOR
RE: A-S
(N) 10 'X 10' X 14' -0", RF TRANSPARENT, CONCEALMENT
STRUCTURE FOR CLEARWIRE TELECOMMUNICATIONS
EQUIPMENT - FINNISH TO MATCH EXISTING BUILDING
RE A-S
(N) ANTENNA, MW & RRU MOUNTED TO HORIZ
ANTENNA MOUNTING PIPES LOCATED AT TOP AND
MIDDLE OF FRP STRUCTURE: A-5, A-0
(N) CLEARWIRE RF EQUIPMENT CABINET
MOUNTED TO 2X6 SLEEPERS CONNECTED
TO ROOF DECK
RE: A-4, A -7
GRADE -225'
SCALE: 1" = 20'-0" (11X17)
SCALE: 1" = 10'-0" (22X34)
(E) WAREHOUSE / DISTRIBUTION BUILDING
III
iii
in
m
nI
GRADE -225'
(E) ACCESS LADDER
RECEIVED
CITY OF TUKWILA
DEC 16 2009
PERMIT CENTER
NOTE
CONTRACTOR TO VERIFY
RAD CENTERS AND SECTORS
WITH RF ENGINEER PRIOR TO
ANTENNA INSTALLATION.
10'
20'
clearw're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828.1008
EXPIRES 6,/
PROJECT NO.:
DRAWN BY:
CHECKED BY:
2313
KKN
JP
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
ELEVATIONS
SHEET NO.
A -3.0
3
N
WEST ELEVATION
SOUTH ELEVATION
(N) CLEARWIRE ANTENNAS
43' -0" AGL
(N) CLEARWIRE MICROWAVES
41'-0• AGL
1a-a'
(N) 10 'X 10' X 14'-0", RF TRANSPARENT, CONCEALMENT
STRUCTURE FOR CLEARWIRE TELECOMMUNICATIONS
EQUIPMENT - FINNISH TO MATCH EXISTING BUILDING
RE: A-6
(N) ANTENNA, MW & RRU MOUNTED TO
HORIZ. ANTENNA MOUNTING PIPES
LOCATED AT TOP AND MIDDLE OF FRP
STRUCTURE: A -5, A-6
(N) CLEARWIRE RF EQUIPMENT CABINET
MOUNTED TO 2X6 SLEEPERS CONNECTED
TO ROOF DECK
RE: A-4, A-7
t7
d G
(E) WAREHOUSE / DISTRIBUTION BUILDING
SCALE: 1" = 20-0" (11X17)
SCALE: 1" = 10'-0(22X34)
(N) ANTENNA, MW & RRU MOUNTED TO
HORIZ ANTENNA MOUNTING PIPES
LOCATED AT TOP AND MIDDLE OF FRP
STRUCTURE: A-5, A-0
(N) CLEARWIRE RF EQUIPMENT CABINET
MOUNTED TO 2X6 SLEEPERS CONNECTED
TO ROOF DECK
RE: A -4, A-7
(N) CLEARWIRE ANTENNAS
43'-0• AGL
(N) CLEARWIRE MICROWAVES
41' -0• AGL
GRADE -22.5
RECEIVED
CITY OF T pMALA
lira 1 62009
PERMIT CENTER
I SCALE: 1" = 20-0" (11X17)
SCALE: 1" = 10'-0" (22X34)
20'
FIEVIEWED FO
CODE COMPLIANCE
APPROVE
DEC 2 4 2009
City of Tukwila
BUILDING DIVISION
(E) WAREHOUSE / DISTRIBUTION BUILDING
20'
NOTE
CONTRACTOR TO VERIFY
RAD CENTERS AND SECTORS
WITH RF ENGINEER PRIOR TO
ANTENNA INSTALLATION.
10'
20'
10'
(N) 10'X 10' X 14-0", RF
TRANSPARENT,
CONCEALMENT STRUCTURE
FOR CLEARWIRE
TELECOMMUNICATIONS
EQUIPMENT - FINNISH TO
MATCH EXISTING BUILDING
RE: A-6
(E) ACCESS
LADDER
GRADE -225
20'
clearw're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
f XPIR =_S 6/9/ / f
PROJECT NO.:
DRAWN BY:
CHECKED BY:
2313
KKN
JP
SUBMITTAL / REVISIONS
IN O. DATE 1INITI DESCRIPTION
01 B-30-09 I JP I ZD SUBMITTAL
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
ELEVATIONS
SHEET NO.
A -3.
EQUIPMENT PLAN
OPTIONAL PLINTH
HVAC
UNIT
EQUIPMENT
CABINET
2' -1" EQUIP.
CABINET
w ; ,.
. Irr a L
POWER RECEPTACLE
ELECTRICAL PANEL
TELCO BOX
GPS ANTENNA (PREFERRED LOCATION)
NOTE:
ANCHOR CABINET TO SLEEPERS & / OR
OPTIONAL PLINTH WITH (4) 1/2"
SIMPSON STRONG BOLT OR TITEN HD
WITH 3-1/4" EMBED., ONE AT EACH
CORNER.
-SEE THIS SHEET FOR PLINTH DETAIL
SCALE: 3/8" = 1'-0" (11X17)
SCALE: 3/4" = 1'-0" (22X34)
-ci ...:` :.. .... • DDB tfel/Bured I7ir;.
aeti F tl•L•
A4etiruml .••
1•�.� .. '.a
EQUIPMENT
CABINET
HVAC UNIT
EQUIPMENT ELEVATIONS
NOT USED
TYP. GPS
FIELD TO VERIFY
LOCATION
TELCO BOX
2 - 3"DIA SCH. 40 PVC
TELCO CONDUIT
EQUIPMENT CABINET
HVAC' UNIT
MOUNT EQUIP. CAB. TO
(N) SLEEPERS & / OR
OPTIONAL PLINTH
TYP. GPS
FIELD TO VERIFY
LOCATION
O EQUIPMENT CABINET ELEVATION O EQUIPMENT CABINET ELEVATION
TYP. GPS C
FIELD TO VERIFY
LOCATION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 4 2009
NOT USED
TYP. GPS
FIELD TO VERIFY
LOCATION
EQUIPMENT
CABINET
ELECTRICAL
PANEL
O EQUIPMENT CABINET ELEVATION O EQUIPMENT CABINET ELEVATION
A
POWER RECEPTACLE
2" DIA SCH. 40
PVC POWER
CONDUIT
TELCO BOX
2 - 3 "D1A SCH. 40 PVC
TELCO CONDUIT
EQUIPMENT CABINET
HVAC UNIT
SCALE: 3/8" = 1'-0" (11X17)
SCALE: 3/4" = 1'-0" (22X34)
2313
KKN
JP
clearw're
Cascadia\ PM
8760 AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
I PROJECT NO.:
DRAWN BY:
CHECKED BY:
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
EQUIPMENT
DETAILS
SHEET NO.
A -4
SUBMITTAL / REVISIONS
O.
DATE
DESCRIPTION
01
8-30-09 1INITI JP
ZD SUBMITTAL
EQUIPMENT PLAN
OPTIONAL PLINTH
HVAC
UNIT
EQUIPMENT
CABINET
2' -1" EQUIP.
CABINET
w ; ,.
. Irr a L
POWER RECEPTACLE
ELECTRICAL PANEL
TELCO BOX
GPS ANTENNA (PREFERRED LOCATION)
NOTE:
ANCHOR CABINET TO SLEEPERS & / OR
OPTIONAL PLINTH WITH (4) 1/2"
SIMPSON STRONG BOLT OR TITEN HD
WITH 3-1/4" EMBED., ONE AT EACH
CORNER.
-SEE THIS SHEET FOR PLINTH DETAIL
SCALE: 3/8" = 1'-0" (11X17)
SCALE: 3/4" = 1'-0" (22X34)
-ci ...:` :.. .... • DDB tfel/Bured I7ir;.
aeti F tl•L•
A4etiruml .••
1•�.� .. '.a
EQUIPMENT
CABINET
HVAC UNIT
EQUIPMENT ELEVATIONS
NOT USED
TYP. GPS
FIELD TO VERIFY
LOCATION
TELCO BOX
2 - 3"DIA SCH. 40 PVC
TELCO CONDUIT
EQUIPMENT CABINET
HVAC' UNIT
MOUNT EQUIP. CAB. TO
(N) SLEEPERS & / OR
OPTIONAL PLINTH
TYP. GPS
FIELD TO VERIFY
LOCATION
O EQUIPMENT CABINET ELEVATION O EQUIPMENT CABINET ELEVATION
TYP. GPS C
FIELD TO VERIFY
LOCATION
REVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 4 2009
NOT USED
TYP. GPS
FIELD TO VERIFY
LOCATION
EQUIPMENT
CABINET
ELECTRICAL
PANEL
O EQUIPMENT CABINET ELEVATION O EQUIPMENT CABINET ELEVATION
A
POWER RECEPTACLE
2" DIA SCH. 40
PVC POWER
CONDUIT
TELCO BOX
2 - 3 "D1A SCH. 40 PVC
TELCO CONDUIT
EQUIPMENT CABINET
HVAC UNIT
SCALE: 3/8" = 1'-0" (11X17)
SCALE: 3/4" = 1'-0" (22X34)
2313
KKN
JP
clearw're
Cascadia\ PM
8760 AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
I PROJECT NO.:
DRAWN BY:
CHECKED BY:
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
EQUIPMENT
DETAILS
SHEET NO.
A -4
MANUFACTURER: KATHREIN
PART NUMBER 840 -10054
LENGTH: 42"
WIDTH: 12.7"
DEPTH: 2.8"
WEIGHT: 20 lbs
ANTENNA DETAILS
25.1"
3 I RRU DETAILS
MANUFACTURER:HUAWEI
PART NUMBER: RRU -3702
LENGTH: 19.1" (484 mm)
WIDTH: 14.7" (374 mm)
DEPTH: 6.2" (158 mm)
MANUFACTURERANDREW
PART NUMBER P2F -52
DIAMETER: 25.1"
DEPTH: 8.2"
OFFSET 12.7
WEIGHT: 18.71bs
MOUNTING BRACKET
FURNISHED WITH ANTENNA
BY MANUFACTURER
MICROWAVE DETAIL
SCALE: NTS
SCALE: NTS
SCALE: NTS
SCALE: NTS
3.74"
4 I GPS DETAIL
(N) PIPE MOUNT
SEE DETAIL 8/A-5.
MICROWAVE ANTENNA
REFERENCE DETAIL
ALL MW ANTENNA INSTALLATION
SHALL BE IN ACCORDANCE WITH
MANUFACTURES SPECIFICATION
AND CLEARWIRE DOCUMENT
"METHODS AND PROCEDURES FOR
CLEARWIRE BASE STATIONS.
CLEARWIRE CONSTRUCTION
INSTALLATION GUIDE - WIMAX",
LATEST REVISION.
6 I M/W MOUNTING
MAN UFACTURER:TRIMBLE
PART NUMBER ACUTIME GOLD
MOUNTING
BRACKET: V9171
WEIGHT: 5.4 oz (154g)
SCALE: NTS
SCALE: NTS
(E) PIPE MOUNT -
CONTRACTOR TO VERIFY
3" DIA. MIN - SCHEDULE
40, HOT DIPPED
GALVINIZED -
IF REQUIRED REMOVE
AND REPLACE
2 -3/8 "0X60" MOUNTING PIPE
MICROWAVE MOUNTING
HARDWARE BY MICROWAVE
MANUFACTURER
MICROWAVE (3 TYPICAL)
ANTENNA MOUNTING HARDWARE
BY ANTENNA MANUFACTURER
RRU (3 TYPICAL)
RRU MOUNTING HARDWARE
BY RRU MANUFACTURER
ANTENNA (3 TYPICAL)
ANTENNA MOUNTING HARDWARE
BY ANTENNA MANUFACTURER
3 "X5" ANGLE CROSSOVER
2 -3/8"0 OD TO 2 -3/8" OD
HOT DIP GALVANIZED STEEL
U -BOLTS INCLUDED
ANDREW PART# XA -2020
NOTE:
CONTRACTOR TO VERIFY
RAD CENTERS AND SECTORS
WITH RF ENGINEER PRIOR TO
ANTENNA INSTALLATION.
2 -3/8 "0 SCH. 40 ANT. MOUNT
PIPE W 1-3/8" UNITSTRUT
SUPPORT CHANNEL @ TOP 8
MIDDLE, TYP,
RE: A-6
ciea rw're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
EXPIRES 6/9/ / )
SITE NO.
WA- TAC0420
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
ANTENNA
DETAILS
SHEET NO.
ANTENNA MOUNTING
SCALE: NTS
SCALE: NTS
SCALE: NTS
SECTOR SECTION
SCALE: 1/7 = 1'-0" (11X17)
SCALE: 1" = 1'-0" (22X34)
MOUNTING BRACKET
FURNISHED WITH
ANTENNA
ALTERNATE IF NOT
FURNISHED:
KATHREIN SCALA
UNIVERISAL TILT
BRACKET
ALL ANTENNA INSTALLATION
SHALL BE IN ACCORDANCE WITH
MANUFACTURES SPECIFICATION
AND CLEARWIRE DOCUMENT
"METHODS AND PROCEDURES
FOR CLEARWIRE BASE STATIONS,
CLEARWIRE CONSTRUCTION
INSTALLATION GUIDE - WIMAX",
LATEST REVISION.
NOT USED
REVIEWED FOR
CODE COMPLIANCE
IAPPRfvED
DEC 2 4 tuud
suBMRTAL. 1 REVISIONS
I NC . DATE INIT DESCRIPTION
01 8-30-09 I JP ZD SUBMITTAL
SUBMITTAL I REVISIONS
0.
DATE
DESCRIPTION
01
8-30-09 IINIT1 JP
ZD SUBMITTAL
4
N
io
FRP L-GIRT
PER DETAIL
1/ -. TYP.
MW02 PANEL
(MATCH EXISTING
BUILDING)
3/810 STAINLESS
STEEL LAG SCREW
TO GIRT @ 18" O.C.
(E) ROOF DECK
1 SECTION VIEW
OUTRIGGER PER DR 2/-
TYP.
(2) 5/8"0 FRP THREADED ROD
WI ISOPLAST NUTS, TYP.
4"X4"X3/8" FRP TUBE
COLUMN, W/ COLUMN CAP,
TYP. OF (4)
5/8"0 FRP THREADED ROD
& NUT @ ALL FRP
LOCATIONS
5/8"0 STEEL THRU BOLT
PER DTL 3/ -, TYP.
(E) ROOF DECK
TUBE STEEL SLEEVE & BASE PLATE
PER DTL 3/ -, TYP.
SCALE: 1/2" = 1'-0" (11X17)
SCALE: 1" = 1'-0" (22X34)
2
2 -318"0 SCH. 40 ANT.
MOUNT PIPE W 1 -3/B"
UNITSTRUT SUPPORT
CHANNEL @ TOP &
MIDDLE. TYP.
REVIEWED FOR
CODE COMPLIANCE
* PgaflvWD
DEC 2 4 L J9
City of Tukwila
BUILDING DIV(S1Onl
RECEIVED
CITY OF TUKWILA
DEC 16 2009
PERMIT CENTER
SCALE: 12" = 1'-0" (11X17)
SCALE: 1" = 1'-0" (22X34)
3
BASE PLATE DETAIL
3/8" THK GUSSET & ALL
CORNERS, TYP.
4 "X4"X3/8" FRP TUBE
COLUMN, W/ COLUMN CAP,
TYP. OF (4)
L4X4X3/8 FRP HORIZ.
BRACING, TYP.
5/8 "0 FRP THREADED ROD
& NUT @ ALL FRP
LOCATIONS
\ 3' WIDEx 4' TALL FRP
ACCESS PANEL
X4X3/8 FRP
L-GIRT @ PANEL TOP &
BOTTOM, TYP.
LA4X4X3/8 FRP
OUTRIGGER, TYP.
MWO2 PANEL
(MATCH EXISTING
BUILDING)
TOP VIEW
SECTION "A"
2 1/4"
1 1/2"
A
A
1
1
3/16
518"0 THRU 2X
0
i
11/16 "0 THRU
HSS4-1/2X4- 12X3/16
NOTE:
BASE PLATE
SECURE TO (N) 6"X8"
W/ 5/8 "0 X 6" LAG BOLTS
PLAN VIEW
SCALE: 1" = 1'-0" (11X17)
SCALE: 2" = 1'-0" (22X34)
clea rw're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
r 9 c
0
E >:PIR =S rrig����
PROJECT NO.:
DRAWN BY:
CHECKED BY:
2313
KKN
JP
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
STEALTH
STRUCTURAL PLAN
SHEET NO.
A -6
(N) 2,44" BRACING
SECURE TO (E) 2-k4"
W/ A-34 CUPS
(TYP)
3 3/4"
N
(TYP)
EQUIPMENT
CABINET
HVAC
UNIT
7
a
(E) B-1 SECTION UNE
(E) 8" CONC. WALL
(N) HU610 -TF CUP TYP.
1/2"(3 X8" (§)
EACH END OF
6x6 CABINET
SUPPORT INTO
6x8 SLEEPER
(N) 8X6 PT
CABINET
SUPPORT BM
III
(N) 8X8 SLEEPERS
(FLASH AND ROOF
OVER AS NECESSARY)
Ill
(N) 6"X10" BELOW
III
1/2"0 THRD ROD
(14" O.C. (TYP)
(N) HUS810
HANGER (g 4X16
BEAM
II
(E) 4"X16"
BASE PLATE
: A-6
(E) 2"X4"
24" O.C.
NOTE:
SITE PLAN NOT
FROM SURVEY.
WE
PLAN VIEW @ SHROUD ANCHORAGE
SCALE: 3/8" = 1 (11X17) 0'
SCALE: 3/4"" 1 (22X34)
1' 2 4'
• •
IIN 011
(E) ROOF
T-8"
RECEIVED OF TUK
111-1:1 6 2009
PERMIT CENTER
RtVIEWED FOR
CODE COMPLIANCE
APPROVED
DEC 2 4 2uu9
City of Tukwila
BUILDING DIVISION
SECURE 6x6 PT TO (N)
6")(8" PT W/ 1/2"0 x B" LAG
BOLTS EACH END
(N) 6X8 SLEEPERS
(TYP)
(N) 6X10 W/ HUS610 HANGER
(HU610 - TF CONC WALL)
(E) 4"X16"
(E) 2"X4" (11 24" O.C.
6x10 BEAM BELOW
CUT 2x4 PANEL FRAMING
AS NECESSARY
1/2"0 THRD ROD
(g) 24" 0.C. (TYP)
(E) 8-3/4" X 27" GLB
2
ROOF SECTION VIEW AT SHROUD ANCHORAGE
SCALE: 3/8' = 1'47' (11X17)
S CALE: 3/4"" 1'-0" (22X34)
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SUBMITTAL / REVISIONS
Imo seelli inn milMIN:11:4gaINEMIl
111.11 111:50E•111 MIA 11W41111
SITE NO.
WA-TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKVVILLA, WA 98188
APN:
3523048074
SHEET TITLE
ROOF PLAN
SHEET NO.
A-7
SUBMITTAL / REVISIONS
O.
IN
DATE
INIT
DESCRIPTION
0
8-30-09
I JP
1 ZD SUBMITTAL
CONTRACTOR GENERAL NOTES
1. CONTRACTOR WILL PROVIDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT,
SAFETY EQUIPMENT, TRANSPORTATION, AND SERVICES NECESSARY TO COMPLETE
ALL THE WORK OUTLINED IN ALL THE DRAWINGS, SPECIFICATIONS, SCOPE OF
WORK., BILL OF MATERIALS, AND ANY OTHER DOCUMENT ISSUED BY CLENTS
REPRESENTATIVE AND THE WIRELESS SERVICES COMPANY.
2. THE CONTRACTOR SHALL COMPLY WfTH ALL LOCAL AND NATIONAL CODES, LAWS,
ORDINANCES, REGULATIONS, SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL
PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANY REGULATIONS
AND DIRECTIVES.
3. ALL MATERIALS SUPPLIED BY THE CLIENTS REPRESENTATIVE REPRESENTATIVE,
AND THE CONTRACTOR, SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL
AND NATIONAL CODES, LAWS, ORDINANCES, REGULATIONS AND PER
MANUFACTURERS RECOMMENDATIONS.
4. ANY CONTRACTOR SUBMITTING BIDS ON ANY OF THE WORK IS REQUIRED TO
VISIT EACH SITE PRIOR TO THE BID SUBMITTAL AND FAMILIARRE HIMSELF/HERSELF
WITH THE EXISTING CONDITIONS AND UNDERSTAND THE SCOPE OF WORK
INTENDED FOR THE PROJECT. THIS WILL BE PERFORMED AT THE CONTRACTORS
EXPENSE.
5. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE COP
OF WORK EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD.'
CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT
AND ALL DISCREPANCIES TO CLIENTS REPRESENTATIVE PRIOR TO COMMENC
SPECIFICATIONS, DOES NOT EXCUSE R THE CONTRACTOR FROM COMPLETING E
PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE
DOCUMENTS.
8. ALL WORK AND MATERIALS FURNISHED BY THE CONTRACTOR SHALL HAVE A
WRITTEN 18 MONTH WARRANTY STARTING AT THE ACCEPTANCE OF THE SITE FROM
CLIENTS REPRESENTATIVE.
9. THE CONTRACTOR SHALL HAVE DESIGNATED A MANAGER ON SITE AT ALL TIMES
THAT ANY WORK IS BEING PERFORMED. A SUB - CONTRACTOR IS NOT DEFINED AS A
DESIGNATED MANAGER.
10. THE CONTRACTOR SHALL PROVIDE A SCHEDULED LIST OF ALL
SUB - CONTRACTORS, WHICH SHALL INCLUDE ADDRESSES, CELL PHONE NUMBERS,
HOME PHONE NUMBERS, VERIFICATION OF INSURANCE. ANY AND ALL PERTINENT
LICENSES, AND AN ACCURATE SCHEDULE FOR THE PROJECT PRIOR TO THE
ISSUANCE OF AN NTP.
11. THE CONTRACTOR IS TO KEEP A COMPLETE AND UP- TO-DATE SET OF THE
DRAWINGS, SPECIFICATIONS, SCOPE OF WORK AND BILL OF MATERIAL ON THE SITE
AT ALL TIMES. THIS WILL BE REFERENCED AS THE AS -BUILT DRAWINGS AND MUST
BE KEPT CURRENT ON A DAILY BASIS. THIS IS IN ADDITION TO THE PERMIT SET.
12. A NEW AND CLEAN SET OF CONTRACT DOCUMENTS WILL BE ISSUED TO THE
CONTRACTOR NEAR THE COMPLETION OF THE PROJECT TO BE USED TO TRANSFER
THE INFORMATION FROM THE FIELD COPY OF AS -BUILT DRAWINGS TO THE NEW
COPY. THIS NEEDS TO BE SUBMITTED TO CLIENTS REPRESENTATIVE WITH THE
CLOSEOUT DOCUMENTS.
13. ON ANY CO -LOCATION SITE, THE CONTRACTOR AND ANY AND ALL ASSIGNS ARE
NOT TO USE EXISTING POWER OR TAMPER WITH ANY EQUIPMENT BELONGING TO
ANY OTHER CARRIER FAILURE TO ADHERE TO THIS WILL CAUSE IMMEDIATE
DISMISSAL OF THE CONTRACTOR FROM THE PROJECT.
14. THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL INSPECTIONS AND
TESTING REQUIRED FOR EACH PROJECT. A 48 -HOUR NOTIFICATION TO CLIENTS
REPRESENTATIVE IS REQUIRED FOR ALL INSPECTIONS AND TESTING. A FIELD COPY
OF ALL INSPECTION AND TESTING REPORTS AS WELL AS TRUCK TICKETS MUST BE
SUBMITTED TO CLIENTS REPRESENTATIVE WITHIN 24 HOURS OF THE INSPECTION
OR TEST.
15. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL MATERIAL ISSUED TO
HIM/HER, AND TO REPORT ANY SHORTAGES AND DISCREPANCIES TO CLIENTS
REPRESENTATIVE AT THE TIME OF ISSUANCE THE CONTRACTOR SHALL STORE
THESE MATERIALS PROPERLY, ACCORDING TO THE MANUFACTURER'S
RECOMMENDATIONS AND IN A MANNER THAT WILL NOT VOID THE WARRANTY ON
ANY ITEM. IF ANY ITEM IS DAMAGED OR UNUSABLE DUE TO IMPROPER HANDLING
AND STORAGE, THE CONTRACTOR WILL REPLACE TT AT HIS/HER EXPENSE
16. THE CONTRACTOR IS RESPONSIBLE TO FURNISH PROPER FACILITIES FOR THE
WORKERS ON EACH PROJECT FOR THE DURATION OF THAT PROJECT.
17. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PRESENT CONDITION OF
ANY EXISTING BUILDINGS, LANDSCAPING, FENCING, EQUIPMENT, WALKS, DRIVES,
AND ATTACHMENTS. IF ANY DAMAGE SHOULD OCCUR, THE CONTRACTOR IS
RESPONSIBLE TO RESTORE THE DAMAGE TO A BETTER OR NEW CONDITION.
ODE COMP1
A PP V
PART 1 - PROJECT GENERAL NOTES
1.1 SCOPE OF WORK
A. PROVIDE ALL LABOR, MATERIAL TOOLS, EQUIPMENT, TRANSPORTATION AND
SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF ALL WORK AS
INDICATED ON THE DRAWINGS AND / OR AS SPECIFIED HEREIN.
12 DRAWING USE AND INTERPRETATION .
A. THE DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL ARRANGEMENT
OF SYSTEMS AND EQUIPMENT UNLESS INDICATED OTHERWISE BY DIMENSIONS OR
DETAILS. EXACT EQUIPMENT LOCATIONS AND ROUTINGS, ETC. SHALL BE
GOVERNED BY ACTUAL FIELD CONDITIONS AND /OR INSTRUCTIONS OF THE
ENGINEER AND /OR CLIENTS REPRESENTATIVE.
1.3 COMPLETE SYSTEMS
A. GENERAL FURNISH AND INSTALL ALL MATERIALS AS REQUIRED FOR COMPLETE
SYSTEMS, WHETHER SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE
COMPLETELY ASSEMBLED, TESTED, ADJUSTED, DEMONSTRATED TO BE READY FOR
OPERATION PRIOR TO CLIENTS REPRESENTATIVE'S ACCEPTANCE
1.4 S%QAES AND REGULATIONS
FI LL: COMPLY WITH ALL GOVERNING FEDERAL, STATE AND LOCAL LAWS,
ODES, RULES AND REGULATIONS. WHERE THE CONTRACT
CEED THESE REQUIREMENTS, THE CONTRACT DOCUMENTS SHALL
N 0 CASE SHALL WORK BE INSTALLED CONTRARY TO OR BELOW
LEGAL STANDARDS.
B. UTILITIES: COMPLY WITH ALL APPLICABLE RULES. RESTRICTIONS, AND
DEC 4 2�`I:ICIU OF THE UTILITY COMPANIES SERVING THE PROJECT SITE-/
6. ALL SITES SHALL BE KEPT CLEAN AND FREE OF DEBRIS ON A DAILY
TRASH AND MATERIALS NO LONGER BEING USED AT THE SITE MUST BE R BASIS. EMO D
AND PROPERLY DISPOSED OF ON A DAILY BASIS. ANY EXCESS MATERIAL WILL E
RETURNED TO CLIENTS REPRESENTATIVE AND DELIVERED TO THE WAREHOU NG
FACILITY PER THE DIRECTION OF CLIENTS REPRESENTATIVE.
7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK AT THE SITE PRIG T
A NOTICE TO PROCEED (NW) HAS BEEN ISSUED AND A PRE - CONSTRUCTION • BUILDING DI STANDARDS
MEETING AT THE SITE HAS TAKEN PLACE
� T PUBLISHED STANDARDS OF THE FOLLOWING ASSOCIATIONS
C. NON - COMPLIANCE: SHOULD ANY WORK BE PERFORMED WHICH IS FOUND NOT TO
COMPLY WITH ANY OF THE ABOVE, CONTRACTOR SHALL PROVIDE ALL WORK AND
City of TukiPiiit COSTS NECESSARY TO CORRECT THE DEFICIENCIES.
ORGANIZATIONS SHALL BE FOLLOWED AND APPLIED WHERE APPLICABLE, AS
MINIMUM REQUIREMENTS.
1) (ANSI) AMERICAN NATIONAL STANDARDS INSTITUTE.
2) (ASTM) AMERICAN SOCIETY FOR TESTING AND MATERIALS.
3) (ETL) ELECTRICAL TESTING LABORATORY.
4) (ICEA) INSULATED CABLE ENGINEERS ASSOCIATION.
5) (IEEE) INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS.
6) (NBFU) NATIONAL BOARD OF FIRE UNDERWRITERS.
7) (NEMA) NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION.
8) (NESC) NATIONAL ELECTRIC SAFETY CODE.
9) (NFPA) NATIONAL FIRE PROTECTION ASSOCIATION.
10) (UL) UNDERWRITER'S LABORATORIES.
11) (BOCA) BUILDING OFFICIALS 8 CODE ADMINISTRATORS.
12) (NEC) NATIONAL ELECTRICAL CODE.
1.6 PERMITS
A. GENERAL ALL PERMITS REQUIRED BY ALL APPLICABLE AGENCIES, WILL BE
OBTAINED BY SUBCONTRACTOR.
1.7 MAINTAINING SITE CONDITIONS
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY
PROJECT SITE. REMOVE AND DISPOSE OFF SITE ALL RUBBISH, WASTE, LITTER AND
ALL FOREIGN SUBSTANCES IN A LEGAL MANNER. REMOVE PETRO- CHEMICAL SPILLS,
STAINS, AND OTHER FOREIGN DEPOSITS IN COMPLIANCE WITH OSHA REGULATIONS.
RETURN ALL SURFACES TO ORIGINAL CONDITION.
1.8 CONCRETE
1, ALL MATERIALS, LABOR, AND METHODS SHALL CONFORM TO ALL APPLICABLE
ASTM AND ACI STANDARDS AND REQUIREMENTS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO INSURE THAT ALL STANDARDS ARE MET, AND TO BE ABLE TO
PRODUCE THE VERIFICATION OF THESE ITEMS UPON REQUEST.
2. THE CONTRACTOR SHALL SCHEDULE ALL INSPECTIONS AT THE TESTING
LABORATORY, AND INFORM CLIENTS REPRESENTATIVE WITHIN 24 HOURS OF THE
INSPECTION OR TEST. THE TEST WILL INCLUDE SLUMP, AIR ENTRAINMENT,
TEMPERATURE, AND TEST CYLINDERS. A TOTAL OF FIVE CYLINDERS SHALL BE
TAKEN DURING EACH POUR OR FOR EACH 50 YARDS IF THE POUR IS OVER 50
YARDS. THE FIRST CYLINDER WILL BE BROKEN AT 3-1/2 DAYS, A SECOND AT 7 DAYS,
A THIRD AT 14 DAYS AND A FOURTH AT 28 DAYS. THE LAST CYUNDER WILL BE KEPT
SEPARATELY FOR FUTURE USE IF NECESSARY.
3. ALL CONCRETE FOR THE PROJECT SHALL HAVE A 28-DAY STRENGTH OF 4,000 PSI
AND A SLUMP OF 5" MAXIMUM WITH THE MIXTURE PROPORTIONS MEETING THE
ASTM AND ACI REQUIREMENTS. ALL ADMIXTURES AND MATERIALS USED FOR THE
CONCRETE MIXTURE SHALL ALSO CONFORM TO THE PROPER ASTM REQUIREMENTS.
RECEIVED
CITY OF TUKWILA
DEC 16 2009
4. THE CONTRACTOR WILL INSTRUCT THE CONCRETE SUPPLIER TO HAVE AN
APPROVED PLASTICIZER ON THE TRUCK TO AID IN THE POURING AND PLACING OF
PIERS AND FOUNDATIONS.
5. AIR ENTRAINING AGENT SHALL BE USED IN ANY CONCRETE EXPOSED TO
FREEZING TEMPERATURES.
6. THE CONTRACTOR IS RESPONSIBLE FOR ALL EMBEDMENT LOCATIONS, SIZES,
AND PROPER ANCHORING TO HOLD THE ITEMS IN PLACE ACCURATELY.
7. THE CONTRACTOR WILL SUPPLY AND USE A RELEASING AGENT ON ALL FORMS.
ANY ATTACHMENT TO EXISTING CONCRETE AREAS WILL BE DONE WITH SMOOTH
DOWELS AT 18" 0/C WITH A MINIMUM 6" EMBEDMENT IN EACH DIRECTION AND AN
APPROVED BONDING AGENT TO BE APPLIED TO THE EXISTING SURFACE.
8. ALL EXPOSED CONCRETE WILL HAVE A UNIFORM FINISH AND BE SLOPED FOR
DRAINAGE OFF THE SURFACE UNLESS OTHERWISE NOTED IN THE PLANS OR
SPECIFICATIONS.
9. THE CONTRACTOR SHALL PROTECT THE CONCRETE FROM ANY ADVERSE
WEATHER CONDITIONS; PREMATURE DRYING AND MECHANICAL INJURY TO INSURE
PROPER CURING.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE USE AND CONTROL OF ANY
MECHANICAL EQUIPMENT TO INSURE THE PROPER PLACEMENT OF THE CONCRETE
TO PREVENT ANY VOIDS OR GAPS
1.9 METALS
1. ALL LABOR, MATERIALS, FABRICATION AND WORKMANSHIP SHALL CONFORM TO
THE CODES AND STANDARDS OF ASTM AND AWS.
2. ALL WORK SHALL BE DONE BY A CERTIFIED WELDER THE CONTRACTOR SHALL
SUBMIT A COPY OF THE CERTIFICATION TO CLIENTS REPRESENTATIVE
3. ALL STEEL USED SHALL BE HOT DIPPED GALVANIZED.
1.10 ANTENNAS AND CABLES
1. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER STORAGE AND HANDLING
OF ALL MATERIALS ONCE THEY HAVE BEEN RELEASED FROM THE WAREHOUSE.
2. INSTALLATION OF ALL MATERIALS SHALL BE DONE IN STRICT ADHERENCE TO
MANUFACTURER'S RECOMMENDATIONS.
3. TOWER TECHNICIANS MUST BE CURRENT ANDREWS CERTIFIED FOR CABLE
CONNECTOR INSTALLATIONS.
4. THE CONTRACTOR SHALL RUN ALL LINES AND CONDUITS IN A NEAT, ORDERLY
AND STRAIGHT FASHION PROVIDING ANCHORING AS RECOMMENDED BY THE
MANUFACTURER AND WHEREVER NECESSARY TO SUPPORT THE LINES PROPERLY.
1.11 WARRANTIES
PERMIT CENTER MONTHS OR AS STATED ELSEWHERE IN THE CONTRACT.
1. THE CONTRACTOR SHALL WARRANTY ALL GENERAL WORK FOR A MINIMUM OF 18
2. ROOF WARRANTY: ALL WORK ON ROOFS SHALL BE PERFORMED IN FULL
COMPLIANCE WITH THE ROOF MANUFACTURER AND CONTRACTOR SHALL OBTAIN
WRITTEN VERIFICATION FROM ROOF MANUFACTURER THAT THE WARRANTY
REMAINS VALID AFTER CONSTRUCTION.
1.12 ELECTRICAL
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING, FILING, AND FEES IN
CONJUNCTION WITH THE PROJECT.
2. THE CONTRACTOR SHALL SCHEDULE ALL NECESSARY INSPECTIONS WITH THE
PROPER AUTHORITIES AND INFORM THE PROJECT MANAGEMENT COMPANY 24-
HOURS IN ADVANCE. ALL TICKETS AND INSPECTION VERIFICATIONS WILL BE
SUBMITTED TO CLIENTS REPRESENTATIVE WITHIN 24 HOURS AFTER THE
INSPECTION HAS TAKEN PLACE
3. ALL LABOR AND MATERIAL SHALL CONFORM TO ALL LOCAL, STATE, AND NATIONAL
CODES, RULES, REGULATIONS AND STANDARDS.
4. ALL EQUIPMENT, WIRING, AND MATERIALS MUST HAVE A UL LABEL
5. ALL WORK SHALL BE DONE BY QUALIFIED AND EXPERIENCED JOURNEYMEN AND
PERFORMED IN A WORKMANLIKE MANNER AND SHALL PROCEED IN AN ORDERLY
MANNER SO AS NOT TO HOLD UP THE PROGRESS OF THE PROJECT.
6. THOROUGHLY TEST ALL LINES, FEEDERS, EQUIPMENT, AND DEVICES WITH
MAXIMUM LOADS TO ASSURE PROPER OPERATION.
7. CONDUITS AND FITTINGS FOR OUTSIDE APPLICATIONS SHALL BE RIGID OR
NON - METALLIC UNLESS OTHERWISE NOTED. CONDUITS AND FITTINGS FOR INSIDE
BUILDING RUNS ABOVE CEILINGS SHALL BE EMT. SUPPORT ALL CONDUITS WITHIN 3
FEET OF ALL JUNCTION BOXES AND AT 8 -FOOT INTERVALS OR LESS AS NEEDED
WITH APPROVED ANCHORING DEVICES.
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8760 122ND AVE, NE
KIRKL.4ND, WA 98033
PH: (425) 828 -1008
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PROJECT NO.:
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KKN
JP
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
GENERAL
NOTES
SHEET NO.
GN -1
Cc.
SUBMITTAL / REVISIONS
NO.I DATE
f INITI
DESCRIPTION
01 8-30-09
JP
ZD SUBMITTAL
I (
8. ALL WIRES SHALL BE COPPER; USE OF ALUMINUM CONDUCTORS WILL NOT BE
PERMITTED. SEE ELECTRICAL PLANS FOR SIZING AND LOCATIONS. USE PROPER
SIZE CONNECTORS PER LOCAL STATE, AND NATIONAL CODES.
9. CONDUCTOR LENGTHS SHALL BE CONTINUOUS FROM TERMINATION TO
TERMINATION WITHOUT SPLICES.
10. PROVIDE PULL BOXES WHERE SHOWN AND WHERE REQUIRED BY CODES AND
UTILITY COMPANIES.
11. ALL CONDUIT ROUGH IN SHALL BE COORDINATED WITH THE MECHANICAL
EQUIPMENT TO AVOID LOCATION CONFLICTS. CONTRACTOR SHALL VERIFY ALL
LOCATIONS.
12. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES, EQUIPMENT BOXES,
AND CABINETS WITH APPROVED PLASTIC TAGS.
13. ALL BREAKERS IN LOAD CENTER SHALL BE IDENTIFIED WITH TYPE WRITTEN
LABELS NEATLY PLACED ALONG SIDE OF THE BREAKER.
14. ALL GROUND BUS BARS SHALL BE A MINIMUM SIZE OF 114" X 4" X 20" UNLESS
ACCOMMODATE THE REQUIRED NUMBER OF GROUNDING CONNECTIONS. THE
HARDWARE SECURING ALL GROUND BARS SHALL BOND THEM TO THE STRUCTURE
TO WHICH THEY ARE FASTENED.
15. ANY PENETRATIONS THROUGH WALLS, CEILINGS, FLOORS, ROOFS OR ANY
OTHER SURFACE SHALL BE CORE DRILLED AND CLOSED WITH A UL RATED FIRE
SAFING ASSEMBLY. IF A FIRE RATING IS NOT REFERRED TO ON THE DRAWINGS,
THEN THE CONTRACTOR SHALL ASSUME A 1 -HOUR RATING.
16. THE MATERIALS AND EQUIPMENT INFORMATION ON THESE DRAWINGS IS BASED
ON THE BEST AVAILABLE INFORMATION AT THE TIME THE DRAWINGS WERE ISSUED.
CHANGES MAY OCCUR, AND THE CONTRACTOR SHALL VERIFY ALL ITEMS PRIOR TO
PLACEMENT, AND MAKE ANY CORRECTIONS WITHOUT FURTHER COST TO CLIENTS
REPRESENTATIVE.
17. ALL UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC. ALL SWEEPS OR
BENDS, AND ABOVE- GROUND CONDUITS SHALL BE RIGID GALVANIZED STEEL OR
PVC SCHEDULE 80. ALL CONDUITS NOT TERMINATING INTO A CLOSED AREA MUST
BE SEALED TO PREVENT ENTRY OF ANY MOISTURE OR FOREIGN OBJECTS. ALL
CONDUIT RISERS TO INCLUDE SLIP TYPE EXPANSION JOINT.
GROUNDING
1. THE CONTRACTOR SHALL VERIFY WITH CLIENTS REPRESENTATIVE THAT ALL
CONDUIT SYSTEMS, EQUIPMENT, DEVICES, PANELS, LINES, TRAYS, BRIDGES,
PLATFORMS, AND ANY /ALL ITEMS ARE GROUNDED PROPERLY.
2. THE GROUNDING SYSTEM CONNECTIONS SHALL BE MADE WITH EXOTHERMIC
WELDS AND /OR MECHANICAL TWO-LUG COMPRESSION CONNECTORS AS INDICATED
ON PLANS. USE ONLY STAINLESS STEEL SCREWS, BOLTS WASHERS, AND NUTS FOR
FASTENING.
3. CLEAN SURFACES THOROUGHLY BEFORE APPLYING GROUND LUGS OR CLAMPS.
IF SURFACE IS COATED, THE COATING MUST BE REMOVED DOWN TO THE BARE
METAL AFTER THE COATING. HAS BEEN REMOVED, APPLY A NON - CORROSIVE
APPROVED COMPOUND TO THE CLEANED SURFACE AND INSTALL LUGS OR CLAMPS.
WHERE GALVANIZING IS REMOVED FROM METAL, IT SHALL BE PAINTED OR TOUCHED
UP WITH COLD GALVANIZING PAINT SUCH AS GLAVMOX OR EQUAL
4. ALL CLAMPS, SLEEVES, AND SUPPORTS USED TO SUPPORT OR CHANNEL THE
GROUNDING SYSTEM CONDUCTORS AND PVC CONDUITS SHALL BE PVC TYPE
NON - CONDUCTIVE. DO NOT USE METAL BRACKETS OR SUPPORTS THAT WOULD
FORM A COMPLETE RING AROUND ANY GROUNDING CONDUCTOR.
5. ALL GROUNDING CONNECTIONS SHALL BE COATED WITH T &B KOPR SHIELD
ANTI -CORROSIVE AGENT. NO SUBSTITUTIONS ARE PERMITTED. VERIFY THE
PRODUCT WITH CLIENTS REPRESENTATIVE PRIOR TO USAGE.
6. GROUND THE ANTENNA BASES, FRAMES, CABLE TRAYS AND RACKS, AND ANY
OTHER METALLIC COMPONENTS WITH #2 GROUNDING CONDUCTORS, AND CONNECT
TO THE SURFACE - MOUNTED GROUND BARS. CONNECTION DETAILS SHALL BE
PERFORMED PER THE MANUFACTURER'S SPECIFICATIONS AND
RECOMMENDATIONS.
7. THE ANTENNA CABLES SHALL BE GROUNDED AT THE TOP AND BOTTOM OF THE
VERTICAL RUN FOR LIGHTNING PROTECTION. THE ANTENNA CABLE SHIELD SHALL
BE BONDED TO A COPPER GROUND BUS AT THE LOWERMOST POINT OF A VERTICAL
RUN JUST BEFORE IT BEGINS TO BEND TOWARD THE HORIZONTAL PLANE. WIRE
RUNS TO GROUND SHALL BE KEPT AS STRAIGHT AND SHORT AS POSSIBLE. THE
ANTENNA CABLE SHIELD SHALL BE GROUNDED JUST BEFORE ENTERING THE CELL
CABINET. ANY ANTENNA CABLES OVER 200 FEET IN VERTICAL LENGTH SHALL ALSO
BE EQUIPPED WITH ADDITIONAL GROUNDING AT MID-POINT.
8. THE CONTRACTOR, UPON COMPLETION OF THE GROUNDING SYSTEM, SHALL
SCHEDULE A TEST OF THE SYSTEM. CLIENTS REPRESENTATIVE' REPRESENTATIVE
WILL BE INFORMED 48 HOURS IN ADVANCE OF THE TEST.
PART 2 - PRODUCTS
2.1 GENERAL
A. GENERAL REQUIREMENTS: ALL MATERIALS AND EQUIPMENT SHALL BE IN
ACCORDANCE WITH CONTRACT DOCUMENTS AND STANDARD PRODUCTS OF THE
VARIOUS MANUFACTURERS, WITH ALL MATERIALS AND EQUIPMENT TO BE NEW,
CLEAN, UNDAMAGED, AND FREE OF DEFECTS AND CORROSION.
B. ACCEPTABLE PRODUCTS: THE PRODUCT OF A SPECIFIED OR APPROVED
MANUFACTURER WILL BE ACCEPTABLE ONLY WHEN THE PRODUCT COMPLIES WITH
OR IS MODIFIED AS NECESSARY TO COMPLY WITH ALL REQUIREMENTS OF THE
CONTRACT DOCUMENTS.
C. COMMON ITEMS: WHERE MORE THAN ONE OF ANY SPECIFIC ITEM IS REQUIRED,
ALL SHALL BE OF THE SAME TYPE AND MANUFACTURER.
D. UL USTING: ALL MATERIALS AND EQUIPMENT SHALL BE UNDERWRITERS
LABORATORIES (UL) LISTED AND LABELED, WHERE UL STANDARDS AND LISTINGS
EXIST FOR SUCH MATERIALS OR EQUIPMENT.
2.2 RACEWAY SYSTEMS
A. RACEWAY SIZING: AS REQUIRED BY NEC (MINIMUM)1MTH OVERSIZED RACEWAYS
AS INDICATED ON DRAWINGS. MINIMUM CONDUIT SIZE 3/4 - INCH, UNLESS
INDICATED OTHERWISE.
B. RACEWAY TYPES: RIGID GALVANIZED STEEL CONDUIT, ELECTRICAL METALLIC
TUBING (EMT), FLEXIBLE STEEL CONDUIT, LIQUID -TIGHT FLEXIBLE STEEL CONDUIT,
SCHEDULE 40 HEAVY WALL AND SCHEDULE 80 EXTRA - HEAVY WALL RIGID
NON- METAWC (PVC) CONDUIT, CONFORMING TO APPUCABLE ANSI, NEMA AND UL
STANDARDS.
C. FITTINGS: ALL RACEWAY FITTINGS (EXCEPT FOR RIGID NON-METALLIC CONDUIT)
TO BE STEEL OR MALLEABLE IRON, AND UL -LISTED FOR THE INTENDED
APPLICATION. EMT FITTING TO BE COMPRESSION TYPE.
D. OUTLET BOXES (SURFACE MOUNTED): CADMIUM PLATED CASTOR MALLEABLE
IRON.
E. PULL AND JUNCTION BOXES AND WIREWAYS: USE AS INDICATED AND REQUIRED.
JUNCTION BOXES FOR GENERAL INDOOR USE (DRY LOCATIONS) TO BE OF
GALVANIZED CODE GAUGE STEEL CONSTRUCTION MINIMUM 4" SQUARE x 1 1/2" DEEP
WITH SCREW -ON COVERS. WIREWAYS TO BE UL LISTED, SHEET STEEL
CONSTRUCTION WITH SCREW -ON COVERS. FOR EXTERIOR AND DAMP OR WET
INDOOR LOCATIONS, USE BOXES AND WIREWAYS APPROVED FOR SUCH USE.
F. PIPE SLEEVES: RIGID STEEL CONDUIT OR IRON PIPE
G. CONDUIT SEALS FOR CAST -IN -PLACE CONCRETE APPLICATIONS - ACCEPTABLE
MANUFACTURERS: 0-2/GEDNEY TYPE "FSK"; THUNDERLINE CORPORATION "LINK
SEAL" WITH 'LINK SEAL WALL SLEEVE. FOR CORE -DRILLED AND PRE -CAST OPENING
APPLICATIONS - ACCEPTABLE MANUFACTURERS: O-Z / GEDNEY TYPE "CSML"
THUNDERUNE CORP. "LINK SEAL"
H. SWEEPS: ALL SWEEPS FOR COMMUNICATION EQUIPMENT OR INTO CONCRETE
PAD SHALL BE MIN. 24" RADIUS.
2.3 CONDUCTORS - 600 VOLT AND BELOW
A GENERAL SINGLE - CONDUCTOR 98% CONDUCTIVITY, ANNEALED, UNCOATED
COPPER CONDUCTORS WITH 600 -VOLT RATED TYPE "THHN/THWN' INSULATION.
B. CONNECTORS: NYLON SHELL INSULATED METALLIC SCREW -ON CONNECTORS
FOR #14 -#10 AWG, AND BOLTED PRESSURE OR COMPRESSION TYPE LUGS AND
CONNECTORS WITH INSULATING COVERS FOR #8 AWG AND LARGER
2.4 HANGERS AND SUPPORTS
A. GENERAL ALL HANGERS, SUPPORTS, FASTENERS AND HARDWARE SHALL BE
HOT -DIPPED GALVANIZED OR EQUIVALENT CORROSION RESISTANCE BY
TREATMENT, AND SHALL BE MANUFACTURED PRODUCTS DESIGNED FOR THE
APPLICATION.
B. TYPES: HANGERS, STRAPS, RISER SUPPORTS, CLAMPS, U- CHANNEL THREADED
RODS, ETC. AS INDICATED OR REQUIRED.
2.5 ELECTRICAL IDENTIFICATION
A. NAMEPLATES: THREE -LAYER LAMINATED PLASTIC WITH MINIMUM 3/16" HIGH
WHITE ENGRAVED CHARACTERS ON BLACK BACKGROUND AND PUNCHED FOR
MECHANICAL FASTENING.
B. FASTENERS: SELF - TAPPING STAINLESS -STEEL SCREWS NUMBER 10-32
STAINLESS STEEL MACHINE SCREWS WITH NUTS AND FLAT LOCK WASHERS.
C. UNDERGROUND WARNING TAPE: SIX -INCH WIDE POLYETHYLENE TAPE,
PERMANENTLY BRIGHT COLORED WITH CONTINUOUS - PRINTED LEGEND INDICATING
GENERAL TYPE OF UNDERGROUND LINE BELOW AND "CAUTION". COLORS AS
FOLLOWS: 1) RED = ELECTRIC, 2) ORANGE = COMMUNICATIONS.
D. MARKING PENS: PERMANENT, WATERPROOF, QUICK DRYING BLACK INK
ACCEPTABLE MANUFACTURERS: SANFORD FINE POINT "SHARPIE," OR EQUAL E.
WIRE TAGS: VINYL OR VINYL -CLOTH SELF - ADHESIVE WRAPAROUND TYPE
INDICATING APPROPRIATE CIRCUIT NUMBER, ETC.
2.7 GROUNDING
A. SYSTEM DESCRIPTION: GROUNDING NETWORK SYSTEM SHALL ESTABLISH AN
EARTH RESISTANCE TO THE REFERENCE GROUND POINT NOT TO EXCEED 5
FOR BUILDING, CONSISTING OF BONDING OF STRUCTURE AND OTHER MET,
OBJECTS INCLUDING GROUNDING ELECTRODES AND INTERCONNECTING
CONDUCTORS. THIS SHALL BE PERFORMED WITH THE 3 POINT TEST METHO
B. MATERIAL - INDICATED AS FOLLOWING:
1. WATER SERVICE METALLIC PIPE
2. BUILDING STEEL
3. CONDUCTORS: COPPER STRANDED OR SOLID TINNED BARE SIZE AS IND
4. GROUND RODS: 5/8" DIA. X 10'-0" LONG COPPER CLAD GROUND ROD
5. CHEMICAL GROUND RODS: XIT GROUND ROD 10'-0" STRAIGHT SHAFTTY
6. COMPRESSION: HYGROUND AS MANUFACTURED BY FCI BURNDY. CON
SHALL BE PROTECTED FROM CORROSION AS MANUFACTURED BY ZRC C
PRODUCTS CO., AS NEEDED.
7. CONNECTIONS: DOUBLE HOLE LUGS FOR ALL MECHANICAL CONNECTI
8. EXOTHERMIC: CADWELD WITH PROPER MOLDS
2.8 SAFETY SWITCHES
A. GENERAL: HEAVY DUTY HORSEPOWER RATED, FULLY ENCLOSED, FUSIBLE (WITH
REJECTION FUSE CLIPS) OR NON -FUSED AS INDICATED, QUICK -MAKE, QUICK BREAK
SWITCHING MECHANISM INTERLOCKED WITH COVER, AND NEMA1 ENCLOSURE FOR
DRY LOCATIONS, AND NEMA 3R ENCLOSURE FOR OUTDOOR LOCATIONS, UNLESS
INDICATED OTHERWISE. SWITCHES TO BE LABELED AS "SUITABLE FOR USE AS
SERVICE ENTRANCE EQUIPMENT", WHERE REQUIRED.
B. RATINGS; VOLTAGE, PHASES, AMPERAGES AND FUSING AS INDICATED.
C. IN THE FUSED CONFIGURATION, SWITCHES SHALL HAVE AN INTERRUPTING
CAPACITY OF AT LEAST 100,000 AMPS SYMMETRICAL AT SIX HUNDRED (600) VOLTS
WHEN USED WITH CLASS RK5 TIME DELAY CURRENT LIMITING FUSES, AND 200,000
AMPS SYMMETRICAL AT 600 VOLTS WHEN USED WITH CLASS RK1 CURRENT LIMITING
FUSES.
D. GUARDS: LINE SHIELD GUARDS TO PREVENT CONTACT WITH LIVE PARTS.
E CONTACTS: SILVER ALLOY; SWITCH BLADES SHALL BE DE- ENERGIZED IN THE
OPEN POSMON.
F. LUGS: SOLDERLESS TYPE.
G. REJECTION FUSE CLIPS: PROVIDE FOR FUSIBLE SWITCHES (30-600A) TO PREVENT
THE INSTALLATION OF CLASS H AND CLASS K NON-CURRENT- LIMITING FUSES.
H. ACCEPTABLE MANUFACTURER: GENERAL ELECTRIC, SQUARE D, SIEMENS, OR
EQUIVALENT.
2.9 FUSES
A. UL CLASS RK1, 250 VOLT OR 600 VOLT AS REQUIRED FOR SYSTEM VOLTAGE, DUAL
ELEMENT, TIME DELAY, CURRENT - LIMITING, 200,000 AIC, AMPERE RATINGS AS
INDICATED. SIZE AND QUANTITY AS INDICATED ON POWER DIAGRAM.
B. ACCEPTABLE MANUFACTURERS: BUSSMANN "FUSETRON", OR EQUAL BY FERRAZ
SHAWMUT.
2.10 CIRCUIT BREAKERS
A. GENERAL MOLDED CASE WITH THERMAL AND MAGNETIC TRIPS UNLESS
INDICATED OTHERWISE. MINIMUM 10,000 AMPS INTERRUPTING CAPACITY, HIGHER
RATINGS AS INDICTED OR REQUIRED BY AVAILABLE FAULT CURRENT.
B. CIRCUIT BREAKERS FOR EXISTING EQUIPMENT SHALL BE FROM THE SAME
MANUFACTURER AS THE ORIGINAL EQUIPMENT.
2.11 LOAD CENTER / PANELBOARDS
A TWO -ROW CIRCUIT BREAKER WITH MAINS, RATINGS AND BRANCH DEVICES AS
INDICATED.
B. MINIMUM 10,000 AIC FOR 208V/240V UNLESS OTHERWISE NOTED.
C. LOCKABLE COVER, COPPER BUS.
D. LOAD CENTER SHALL HAVE MAIN CIRCUIT BREAKER (LOCKABLE IN ON & OFF
POSITIONS).
E. COPPER BUS BARS (ALUMINUM COMPONENTS IN ELECTRICAL DEVICES IS
PROHIBITED), ISOLATED NEUTRAL BUS AND FULL SIZE GROUNDING BUS.
2.12 DEVICES:
A. SWITCHES: 20AMP, 120 -277 VOLTS, A.C. ONLY TOGGLE TYPE, SINGLE POLE,
DOUBLE POLE, 3 -WAY, OR 4 -WAY TIMER STYLE AS INDICATED OR REQUIRED.
F. ACCEPTABLE MANUFACTURERS: GENERAL ELECTRIC, SQUARE D, SIEMENS, OR
EQUIVALENT.
REVIEWED F
CO DE COMPLIAN
APPROV
DEC 2 4 2009
ATED
E
CTIONS
MICAL
f N Cityof T ukwila
UIIDIN DIV
CITYOF LA
D EC 1 6 2009
PERMIT CENTER
clearw're
O .�
PROJECT NO.: 2313
DRAWN BY:
KKN
CHECKED BY:
JP
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
GENERAL
NOTES
SHEET NO.
GN-2
B. RECEPTACLES: 20 AMP, 125V, NEMA 5-208V DUPLEX TYPE FOR INDOOR
MOUNTED. USE STAINLESS STEEL COVER. FOR OUTDOOR OR WET LOCATION
MOUNTED, USE DEVICE RATED FOR USE. PROVIDE GFCI TYPE WITH SOLID STATE
GROUND FAULT SENSING 8 5 MA TRIP FOR OUTDOOR OR WET LOCATIONS.
C. AUXILIARY POWER (GENERATOR INLET): PROVIDE 3 -POLE, 4W, 125/250 VOLT
FLANGED INLET, BACKBOX AND CLOSURE PLUG AT EXTERIOR OF BUILDING WALL
(APPLETON #AJA20033 -200RS WITH MATCHING BACKBOX AND CLOSURE PLUG).
2.13 CABLE TRAY
A PROVIDE A COMPLETE CABLE TRAY SYSTEM WITH BENDS, FITTINGS.
ACCESSORIES, ETC. AS REQUIRED.
B. DESCRIPTION: ALUMINUM ALLOY CONSTRUCTION. TYPE: LADDER WITH 17
MAXIMUM SPACING. DEPTH: MINIMUM 4 ", WIDTH: AS INDICATED ON DRAWINGS,
(MINIMUM 12" HORIZONTAL RUNS, MINIMUM 6" VERTICAL RUNS). SUPPORT SPAN: B
FOOT MINIMUM, UNLESS OTHERWISE NOTED. LOADING: 100 POUNDS/FOOT. RADIUS:
36" MINIMUM, (SMALLER RADIUS MAY BE PERMITTED IF APPROVED BY CLIENTS
REPRESENTATIVE). COVER: VENTILATED .063 ALUMINUM, PROVIDE WHERE
INDICATED.
C. GROUNDING: BOND ALL TRAY SECTIONS USING #2 AWG BARE COPPER GROUND.
D. ACCEPTABLE MANUFACTURERS: NEWTON INSTRUMENTS OR EQUIVALENT
2.14 SURGE SUPPRESSION
A PRODUCTS MANUFACTURED BY ATLANTIC SCIENTIFIC.
B. FURNISHED BY CASCADIA. INSTALLED BY CONTRACTOR.
2.15 TRANSFORMER
A GENERAL- PURPOSE DRY -TYPE TRANSFORMERS SHALL BE ACCORDING TO NEMA
TR 1, FACTORY- ASSEMBLED, GENERAL - PURPOSE, AIR - COOLED. PROVIDE TWO TAPS,
FOR DE- ENERGIZED TAP - CHANGING OPERATION. INSULATE WITH CLASS 220
INSULATION AND RATE FOR 150 DEGREES C RISE AT CONTINUOUS OPERATION AT
RATED KVA
B. TRANSFORMER SURFACE TEMPERATURE RISE TO BE LIMITED TO A MAXIMUM OF
65 DEGREES C.
C. PROVIDE TERMINAL ENCLOSURE. WITH COVER, TO ACCOMMODATE PRIMARY AND
SECONDARY COIL WINDING CONNECTIONS AND ELECTRICAL SUPPLY RACEWAY
TERMINAL CONNECTOR.
D. CUSHION TRANSFORMER COIL AND CORE ASSEMBLY FROM ENCLOSURE WITH
VIBRATION ISOLATION SUPPORTS.
E. PAINT WITH LIGHT GREY ENAMEL
F. TRANSFORMER SHALL BE PAD MOUNTED (PROVIDE HOUSEKEEPING PAD
ACCORDING TO MFRS RECOMMENDATIONS).
PART 3 - EXECUTION
3.1 GENERAL
A THE INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE WITH THE INTENT
OF THE CONTRACT DOCUMENTS.
B. INSTALLATION REQUIREMENTS: ALL MATERIALS AND EQUIPMENT SHALL BE
INSTALLED AS RECOMMENDED BY THE RESPECTIVE MANUFACTURERS, BY
MECHANICS EXPERIENCED AND SKILLED IN THEIR TRADE, IN A NEAT AND
WORKMANLIKE MANNER IN ACCORDANCE WITH THE STANDARDS OF THE TRADE,
AND SO AS NOT TO VOID ANY WARRANTY OF UL LISTING.
C. ADMINISTRATION AND SUPERVISION: ALL WORK SHALL BE PERFORMED UNDER
THE CONTRACTOR'S DIRECT SUPERVISION, USING SUFFICIENT AND QUALIFIED
PERSONNEL AS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH
THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ASSIGN ONE OR MORE
COMPETENT SUPERVISORS WHO SHALL HAVE AUTHORITY TO ACCEPT AND
EXECUTE ORDERS AND INSTRUCTIONS, AND WHO SHALL COOPERATE WITH THE
OTHER CONTRACTORS AND SUBCONTRACTORS, THE ENGINEER, AND CLIENTS
REPRESENTATIVE IN ALL MATTERS TO RESOLVE CONFLICTS AND AVOID DELAYS.
D. MINIMUM MOUNTING HEIGHT: INSTALL EXPOSED RACEWAY AND ALL OTHER
EQUIPMENT (EG. LIGHTING FIXTURES) WITH NOT LESS THAN T-6" CLEAR TO
FINISHED FLOOR, UNLESS INDICATED OR APPROVED OTHERWISE, AND
EXCLUDING RACEWAY AND EQUIPMENT MOUNTED ON WALLS.
E. DIMENSIONS AND CLEARANCES: FIELD MEASURE ALL DIMENSIONS AND
CLEARANCES AFFECTING THE INSTALLATION OF ELECTRICAL WORK, IN RELATION
TO ESTABLISHED DATUM, BUILDING OPENINGS AND CLEARANCES, AND WORK OF
OTHER TRADES, AS CONSTRUCTION PROGRESSES.
3.2 EXAMINATION
0. CONDITIONS VERIFICATION: EXAMINE THE AREAS AND CONDITIONS UNDER
WHICH THE WORK IS TO BE PERFORMED, AND IDENTIFY ANY CONDITIONS
DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK DO NOT
PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED.
3.3 MOUNTING HEIGHTS
A. GENERAL INDICATED HEIGHTS ARE MEASURED FROM THE CENTER OF THE
DEVICE OUTLET BOX TO THE FINISHED FLOOR OR GRADE, UNLESS INDICATED
OTHERWISE. REQUEST INSTRUCTIONS FOR MOUNTING HEIGHTS NOT INDICATED.
B. DEVICES: SWITCHES - 48" A.F.F. I RECEPTACLES -18" A.F.F. I THERMOSTAT - 48"
A.F.F.
3.4 HOLES, SLEEVES, AND OPENINGS
A GENERAL PROVIDE ALL HOLES, SLEEVES, AND OPENINGS REQUIRED FOR THE
COMPLETION OF WORK, AND RESTORE ALL DAMAGED SURFACES TO MATCH
SURROUNDING SURFACES. MAINTAIN INTEGRITY OF ALL FIRE AND SMOKE RATED
BARRIERS USING APPROVED FIRESTOPPING SYSTEMS. WHEN CUTTING HOLES OR
OPENINGS, OR INSTALLING SLEEVES, DO NOT CUT, DAMAGE OR DISTURB
STRUCTURAL ELEMENTS OR REINFORCING STEEL UNLESS APPROVED IN WRITING
BY THE PROJECT STRUCTURAL ENGINEER
B. CONDUIT PENETRATIONS: SIZE CORE DRILLED HOLES S
SPACE OF NOT LESS THAN 1/4" AND NOT MORE THAN 1" IS
CONDUIT. WHEN OPENINGS ARE CUT IN LIEU OF CORE DR.
ROUGH OPENING. SIZE SLEEVES TO PROVIDE AN ANNULAR
THAN 1/4" AND NOT MORE THAN 1" AROUND THE CONDUIT,
AROUND SLEEVE TO MATCH SURROUNDING SURFACES.
3.5 RACEWAY SYSTEMS
A UNLESS INDICATED OTHERWISE, USE RACEWAY TYPES ' FOLLOWS:
B. OVERHEAD MOUNTING: ATTACH OVERHEAD MOUNTED EQUIPMENT TO
STRUCTURAL FRAMEWORK OR SUPPORTING METAL FRAMEWORK DO NOT MAKE
ATTACHMENTS TO STEEL ROOFING, STEEL FLOORING OR CEILING MINERAL TILE
C. WALL MOUNTING: SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY,
CONCRETE BLOCK METAL FRAMING OR SUB - FRAMING.
D. EXTERIOR WALLS: MOUNT ALL EQUIPMENT LOCATED ON THE INTERIOR OR
EXTERIOR BUILDING WALLS, AT LEAST ONE INCH AWAY FROM WALL SURFACE,
USING SUITABLE SPACERS.
E. STRUCTURAL MEMBERS: DO NOT CUT, DRILL OR WELD ANY STRUCTURAL
MEMBER EXCEPT AS SPECIFICALLY APPROVED BY THE ENGINEER.
F. INDEPENDENT SUPPORT: DO NOT SUPPORT MATERIALS OR EQUIPMENT FROM
OTHER EQUIPMENT, PIPING, DUCTWORK OR SUPPORTS FOR SAME.
G. TEMPORARY CONDITIONS: DO NOT ATTACH TO OR SUPPORT ELECTRICAL WORK
FROM REMOVABLE OR KNOCKOUT PANELS OR TEMPORARY WALLS OR PARTITIONS.
H. RACEWAY SUPPORTS: RIGIDLY SUPPORT ALL RACEWAY WITH MAXIMUM
SPACINGS PER NEC, AND SO AS TO PREVENT DISTORTION OF ALIGNMENT DURING
PULLING OPERATION. USE APPROVED HANGERS, CLAMPS AND STRAPS FOR
INDIVIDUAL RUNS. DO NOT USE PERFORATED STRAPS OR TIE WIRES. WHERE
MULTIPLE PARALLEL RACEWAYS ARE RUN TOGETHER, USE TRAPEZE TYPE HANGER
ARRANGEMENT MADE FROM U -CHANNEL AND ACCESSORIES, SUSPENDED BY
THREADED RODS, AND ALLOW AT LEAST 25% SPARE CAPACITY FOR FUTURE
INSTALLATION OF ADDITIONAL RACEWAYS. RIGIDLY ANCHOR VERTICAL CONDUITS
SERVING FLOOR - MOUNTED OR "ISLAND" TYPE EQUIPMENT MOUNTED AWAY FROM
WALLS WITH METAL BRACKET OR RIGID STEEL CONDUIT EXTENSION SECURED TO
FLOOR.
HEWED FOR
COMPLIANCE
DY
DEC 2 4 2009
1) OUTDOORS, EXPOSED: RIGID GALVANIZED STEEL COND
RESISTANT SCHEDULE 40, WHERE NOT SUBJECT TO PHYSI
2) LIQUID TIGHT FLEXIBLE STEEL CONDUIT: USE WHERE FL
CONNECTIONS ARE REQUIRED IN DRY, DAMP, WET, OR OIL L-
CONNECTIONS TO TRANSFORMERS, VIBRATING EQUIPMENT, EQUIPMENT
REQUIRING MINOR ADJUSTMENTS IN POSITIONS, AND FOR FINAL CONNECTIONS TO
ALL MOTORS AND SIMILAR EQUIPMENT.
3.6 HANGERS AND SUPPORTS
A. GENERAL RIGIDLY SUPPORT AND SECURE ALL MATERIALS, RACEWAY AND
EQUIPMENT TO BUILDING STRUCTURE USING HANGERS, SUPPORTS AND FASTENER
SUITABLE FOR THE USE, MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL
NECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAXIMUM 5 FEET ON
CENTER
'AL of Tukwila
iTJ
Dlvlcln�o
I. MISCELLANEOUS SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT
STEEL BRACKETS, ANGLES, FASTENERS AND HARDWARE AS REQUIRED TO
ADEQUATELY SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT.
J. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH.
RECEIVED
CITY OF TUKV ILA
DEC 16 2009
PERMIT CENTER
3.7 EQUIPMENT CONNECTIONS
A. VERIFICATION: OBTAIN AND REVIEW SHOP DRAWINGS, PRODUCT DATA AND
MANUFACTURER'S INSTRUCTIONS FOR EQUIPMENT FURNISHED BY OTHERS.
EXAMINE ACTUAL EQUIPMENT TO VERIFY PROPER CONNECTION LOCATIONS AND
REQUIREMENTS.
B. ROUGH -IN: PROVIDE ALL REQUIRED CONDUIT, BOXES, FITTINGS, WIRE,
CONNECTORS AND MISCELLANEOUS ACCESSORIES, ETC., AS NECESSARY TO
ROUGH IN AND MAKE THE FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRING
ELECTRICAL CONNECTIONS. IN GENERAL MOTORS AND EQUIPMENT SHALL BE
WIRED IN CONDUIT TO A JUNCTION BOX (OR SAFETY SWITCH) NEAR THE UNIT, AND
FROM THERE TO THE UNIT IN FLEXIBLE METAL OR LIQUID TIGHT FLEXIBLE STEEL
CONDUIT.
C. CONNECTIONS: PROVIDE PROPERLY SIZED OVERLOAD AND SHORT CIRCUIT
PROTECTION FOR ALL EQUIPMENT CONNECTED, WHETHER FURNISHED UNDER THIS
CONTRACT OR BY OTHERS. VERIFY PRIOR CONNECTIONS WITH MANUFACTURER'S
PUBLISHED DIAGRAMS AND COMPLY WITH SAME VERIFY THAT EQUIPMENT IS
READY FOR ELECTRICAL CONNECTIONS, WIRING AND ENERGIZATION, PRIOR TO
PERFORMING SAME.
D. CONTROL WIRING: PROVIDE ALL CONTROL WIRING TO REMOTE DEVICES OR
EQUIPMENT, AS INDICATED OR REQUIRED. MODIFY EQUIPMENT CONTROL WIRING,
INSTALL OR DISCONNECT JUMPERS, ETC., AS REQUIRED.
3.8 IDENTIFICATION
A. GENERAL LOCATE NAMEPLATE MARKING, OR OTHER IDENTIFICATION MEANS ON
OUTSIDE OF EQUIPMENT OR BOX FRONT COVERS WHEN ABOVE CEILINGS AND
WHEN IN MECHANICAL OR ELECTRICAL EQUIPMENT ROOMS OR OTHER UNFINISHED
AREAS, AND ON INSIDE OF FRONT COVER WHEN IN FINISHED ROOMS / AREAS. USE
CONTRACT DOCUMENT DESIGNATIONS FOR IDENTIFICATION UNLESS INDICATED
OTHERWISE.
B. NAMEPLATES: PROVIDE NAMEPLATE ENGRAVED WITH EQUIPMENT DESIGNATION
FOR EACH SAFETY SWITCH, PANELBOARD, TRANSFORMER, MOTOR STARTER, AND
ALL OTHER EQUIPMENT, ETC.
C. UNDERGROUND WARNING TAPE: DURING TRENCH BACKFILLING FOR EACH
UNDERGROUND ELECTRICAL TELEPHONE, SIGNAL AND COMMUNICATIONS LINE,
PROVIDE A CONTINUOUS UNDERGROUND WARNING TAPE LOCATED DIRECTLY
ABOVE LINE, AT SIX TO EIGHT INCHES BELOW FINISHED GRADE
D. MARKING PEN LABELING: MARK EACH JUNCTION AND PULL BOX INDICATING
SOURCE DESIGNATION AND CIRCUIT NUMBER(S) FOR THE ENCLOSED
CONDUCTORS.
E. LABEL ALL WIRES AND CABLES AT EVERY POINT OF TERMINATION AND IN ALL
PULL BOXES AND JUNCTION BOXES. FOR POWER CIRCUITS, APPLY WIRE TAGS
INDICATING APPROPRIATE CIRCUIT OR FEEDER NUMBER TO EACH CONDUCTOR
PRESENT IN DISTRIBUTION PANEL AND PANELBOARD GUTTERS, AND TO EACH
CONDUCTOR IN PULL AND JUNCTION BOXES.
F. LOAD CENTER CIRCUIT DIRECTORIES: AT COMPLETION OF PROJECT,
ACCURATELY COMPLETE EACH PANELBOARD CIRCUIT DIRECTORY CARD,
IDENTIFYING LOAD SERVED OR "SPARE" OR "SPACE" FOR EACH CIRCUIT POLE.
WHEN MODIFYING, ADDING OR DELETING CIRCUITS AT AN EXISTING PANELBOARD,
UPDATE THE EXISTING (OR PROVIDE NEW) CIRCUIT DIRECTORY CARD TO
ACCURATELY REFLECT FINAL CONDITIONS.
3.9 GROUNDING SYSTEM
A. EXAMINATION VERIFY THAT SURFACES ARE READY TO RECEIVE WORK AND THAT
THE FIELD MEASUREMENTS ARE AS SHOWN ON SHOP DRAWINGS.
B. INSTALLATION - INSTALL AS INDICATED ON THE DRAWINGS AND AS REQUIRED:
1) GROUNDING NETWORK SYSTEM SHALL INCLUDE ELECTRICAL TRENCHING,
BACKFILL AND COMPACTION PER THIS SECTION; GROUNDING WIRE, GROUNDING
ELECTRODES AND ALL NECESSARY MATERIALS AND LABOR REQUIRED TO
COMPLETE THE SPECIFIED SYSTEM.
2) ALL GROUND CONNECTIONS SHALL CONFORM TO IEEE STD 837 AND /OR UL467
PROTECTED FROM CORROSION AS NOTED ON DWGS. USE CADWELD OR DOUBLE
LUG FOR OUTDOORS ABOVE AND BELOW GRADE, INDOORS, AND ON ROOF
INSTALLATIONS, AS INDICATED ON PLANS.
3) ALL CLAMP CONNECTIONS SHALL BE MADE ACCESSIBLE FOR INSPECTION. USE
ONLY WHERE SPECIFIED.
4) ALL UNDERGROUND CONNECTIONS SHALL BE INSPECTED BY THE CLIENTS
REPRESENTATIVES REPRESENTATIVE PRIOR TO BACKFILLING.
5) IF ROCK IS ENCOUNTERED, GROUND ROD SHALL BE INSTALLED IN A 2 INCH
DIAMETER DRILLED HOLE TO THE REQUIRED DEPTH AND BACKFILLED WITH
APPLICATIONS OF MAGNESIUM SULFATE OR COPPER SULFATE.
6) GROUNDING WIRE SHALL NOT BEND LESS THAN 90° IN ANY LOCATION WITH A
MINIMUM BEND RADIUS OF 8".
clearw're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
PROJECT NO.:
DRAWN BY:
CHECKED BY:
2313
KKN
JP
SUBMITTAL! REVISIONS
NO.
01
DATE
8-30-09
INIT
JP
DESCRIPTION
ZD SUBMITTAL
SITE NO.
WA- TAC0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
GENERAL
NOTES
SHEET NO.
GN -3
09
•
7) PROVIDE CORROSION PROOFING PAINT ON SURFACES EXPOSED DURING
INSTALLATION.
8) ALL BELOW GROUND CONNECTIONS SHALL BE CADWELD. PROVIDE CORROSION
PROTECTION TO CONNECTION AREA IF INDICATED.
9) ALL ABOVE GROUND CONNECTIONS SHALL BE BOLTED CLAMP. BURNDY
CONNECTIONS SHALL NOT BE USED FOR EXTERIOR GROUNDING, UNLESS NOTED.
10) ALL GROUND CONNECTIONS TO THE GROUND BAR SHALL BE MADE WITH
DOUBLE HOLE HYDRAULICALLY INDENTED LUGS, EXCEPT FOR TWO CADWELDS, AS
SHOWN ON PLANS.
11) WHERE GROUND CONNECTIONS ARE MADE, THE CONTACT POINTS ARE TO BE
CLEANED AND MADE FREE OF FOREIGN MATERIALS, SUCH AS PAINT AND
CORROSION, TO ENSURE AN ADEQUATE BOND.
12) ALL GROUNDING AND BONDING INSTALLATIONS AND CONNECTIONS SHALL
COMPLY WITH CLEARWIRE WIRELESS SERVICES ELECTRICAL AND GROUNDING
SPECIFICATIONS.
13) ALL MECHANICAL GROUNDING CONNECTIONS MADE THROUGHOUT THESE
DRAWINGS SHALL BE MADE WITH KOPR-SHIELD. THERE IS NO EQUIVALENT FOR
THESE ANTIOXIDATION COMPOUNDS. NO OTHER COMPOUND WILL BE ACCEPTED.
COAT ALL WIRES BEFORE LUGGING. COAT ALL SURFACES BEFORE CONNECTING.
C. FIELD QUALITY CONTROL - FIELD INSPECTION AND TESTING WILL BE PERFORMED
AS REQUIRED:
1) THE CONTRACTOR SHALL VERIFY THAT THE SYSTEM IS EFFECTIVELY GROUNDED,
MEETS NEC ARTICLE 250 REQUIREMENTS, AND IS ACCEPTABLE TO THE LOCAL
UTILITY AND LOCAL AUTHORITY HAVING JURSDICTION.
2) THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE
GROUNDING NETWORK SYSTEM. SYSTEM SHALL BE TESTED AT THE TIME OF
INSTALLATION.
3) THE GROUNDING NETWORK SYSTEM TEST PROCEDURE SHALL COMPLY WITH
NFPA 78 THREE POINT TECHNIQUE FOR GROUND RESISTANCE, EXCEPT AS
MODIFIED HEREIN.
4) CONTRACTOR SHALL VERIFY THE ADEQUACY OF THE INSTALLED SYSTEM.
CONTRACTOR SHALL CONDUCT SITE RESISTANCE TO EARTH GROUNDING TESTING"
SYSTEM
5) RECORD GROUND RESISTANCE PER CLEARWIRE WIRELESS COMPANY'S
STANDARD. INSTALLED OHMS.
6) TEST SHALL BE WITNESSED BY CLIENTS REPRESENTATIVE SHALL ACHIEVE A
GROUND RESISTANCE OF LESS THAN 5 OHMS. TEST RESULTS SHALL BE SUBMITTED
ON THE "GROUND RESISTANCE TEST FORM" TO THE CLIENTS REPRESENTATIVE
REPRESENTATIVE
7) SUBMIT 2 COPIES OF THE GROUND RESISTANCE TEST FORM TO THE CLIENTS
REPRESENTATIVE REPRESENTATIVE.
3.10 CHECKOUT, TESTING, AND ADJUSTING
A CORRECTION/REPLACEMENT: AFTER TESTING BY CONTRACTOR, CLIENTS
REPRESENTATIVE, OR ENGINEER CORRECT ANY DEFICIENCIES, AND REPLACE
MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR UNABLE TO PERFORM
AT DESIGN OR RATED CAPACITY.
B. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY &
INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH 8
POWER CABINET.
C. GROUNDING - IEEE FALL OF POTENTIAL TESTS: CONDUCT TEST WITH A AEMC
MODEL #4500 TESTER. THE METHOD OF USING TWO AUXILIARY GROUND RODS (AS
DESCRIBED IN I.E.E.E. STANDARD #81 - 1983, PART 1) SHALL BE USED. THE
AUXILIARY TEST RODS MUST BE SUFFICIENTLY FAR AWAY FROM THE RODS SO
THAT THE REGIONS IN WHICH THEIR RESISTANCE IS LOCALIZED DO NOT OVERLAP.
3.11 SYSTEMS DEMONSTRATION
A. INSTRUCT CLIENTS REPRESENTATIVE'S REPRESENTATIVE(S) IN THE START -UP,
OPERATION AND MAINTENANCE OF ALL ELECTRICAL SYSTEMS AND EQUIPMENT AS
REQUESTED BY THE CLIENTS REPRESENTATIVE REPRESENTATIVE.
3.12 CLEANING AND TOUCH -UP PAINTING
A GENERAL: PERIODICALLY REMOVE FROM THE PROJECT SITE, ALL WASTE,
RUBBISH AND CONSTRUCTION DEBRIS ACCUMULATED FROM CONSTRUCTION
OPERATIONS. THE PREMISES SHALL BE LEFT CLEAN AND FREE OF ANY DEBRIS AND
UNUSED CONSTRUCTION MATERIALS PRIOR TO FINAL ACCEPTANCE.
B. ELECTRICAL EQUIPMENT: REMOVE ALL DUST, DIRT, DEBRIS, MORTAR, WIRE
SCRAPS, RUST, AND OTHER FOREIGN MATERIALS FORM THE INTERIOR AND
EXTERIOR OF ALL ELECTRICAL EQUIPMENT AND ENCLOSURES, AND WIPE DOWN.
CLEAN ACCESSIBLE CURRENT CARRYING ELEMENTS AND INSULATORS PRIOR TO
ENERGIZING.
3.13 COAXIAL CABLE INSTALLATION
A. THE COAXIAL CABLE SIZE SHALL BE AS SHOWN ON DRAWINGS.
B. COAXIAL CABLE SUPPORTS.
1) SUPPORT COAXIAL CABLES INSIDE MONOPOLES WITH "KELLEM" GRIP TYPE
PRODUCTS.
2) SECURE AND SUPPORT COAXIAL CABLES ON OPEN WAVEGUIDES STRUCTURAL
TOWERS.
3) SECURE AND SUPPORT COAXIAL CABLES ON ICE BRIDGES AS INDICATED ON
DRAWINGS.
C. COAXIAL CABLE GROUNDING:
1) THE COAXIAL CABLES SHALL BE GROUNDED TO BUS BAR(S) AT THE ANTENNAS
USING THE GROUNDING KITS AS SPECIFIED ON THE DRAWINGS.
2) THE COAXIAL CABLES SHALL BE GROUNDED TO A BUS BAR AT THE BOTTOM OF
THE TOWER OR MONOPOLE USING THE GROUNDING KITS SPECIFIED ON THE
DRAWINGS.
3) THE COAXIAL CABLES SHALL BE GROUNDED TO A BUS BM AT THE BULKHEADS
USING THE GROUNDING KITS AS SPECIFIED ON THE DRAWINGS.
3.14 TELEPHONE SERVICE
A GENERAL: ARRANGE WITH THE UTILITY COMPANY AND CLEARWIRE WIRELESS
FOR A TIMELY INSTALLATION OF THE T -1 SERVICE. COMPLY WITH AND COORDINATE
ALL REQUIREMENTS OF THE UTILITY COMPANY.
B. CLIENTS REPRESENTATIVE WILL ORDER THE T -1 SERVICE.
C. CONTRACTOR WILL ARRANGE FOR T -1 SERVICE INSTALLATION AND PAY FOR
ASSOCIATED UTILITY CHARGES.
3.15 ELECTRICAL SERVICE
A GENERAL: ARRANGE WITH THE UTILITY COMPANY AND CLEARWIRE WIRELESS
SERVICES FOR A TIMELY INSTALLATION OF THE TEMPORARY ELECTRIC SERVICE (IF
REQUIRED) AND PERMANENT ELECTRIC SERVICE COMPLY WITH AND COORDINATE
ALL REQUIREMENTS OF THE UTILITY COMPANY.
B. CLIENTS REPRESENTATIVE WILL ORDER THE ELECTRIC SERVICE.
C. CONTRACTOR WILL ARRANGE FOR ELECTRIC SERVICE INSTALLATION AND PAY
FOR ASSOCIATED UTILITY CHARGES.
D. ARRANGE FOR AN INSPECTION OF THE ELECTRICAL SERVICE BY THE AUTHORITY
HAVING JURISDICTION. OBTAIN A CERTIFICATE OF INSPECTION. FURNISH A COPY
OF CERTIFICATE TO CLEARWIRE WIRELESS AND A COPY TO THE UTILITY COMPANY.
E. COORDINATE METER SOCKET REQUIREMENTS WITH CLEARWIRE WIRELESS
SERVICES AND ELECTRIC UTILITY.
F. GROUNDING: PROVIDE GROUNDING ELECTRODE SYSTEM FOR THE SERVICE, PER
THE NEC, PER UTILITY COMPANY REQUIREMENTS, AND AS INDICATED.
G. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT
RATINGS AS NEEDED TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT.
REVIEWED FOR
CODE COMPLIANCE
APPRME )
DEC 2 4 [uIJ
City of Tukwila
BUILDING flI lI Inwi
RECEIVED
CITY OF TUKWILA
DEC 16 2009
PERMIT CENTER
clear-w're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
EXPIRES 6/
PROJECT NO.:
2313
DRAWN BY:
KKN
CHECKED BY:
JP
SITE NO.
WA -TAC 0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
GENERAL
NOTES
SHEET NO.
GN-4
SUBMITTAL / REVISIONS
NO.
DATE
INIT
DESCRIPTION
01
8 -30-09
JP
ZD SUBMITTAL
•
7) PROVIDE CORROSION PROOFING PAINT ON SURFACES EXPOSED DURING
INSTALLATION.
8) ALL BELOW GROUND CONNECTIONS SHALL BE CADWELD. PROVIDE CORROSION
PROTECTION TO CONNECTION AREA IF INDICATED.
9) ALL ABOVE GROUND CONNECTIONS SHALL BE BOLTED CLAMP. BURNDY
CONNECTIONS SHALL NOT BE USED FOR EXTERIOR GROUNDING, UNLESS NOTED.
10) ALL GROUND CONNECTIONS TO THE GROUND BAR SHALL BE MADE WITH
DOUBLE HOLE HYDRAULICALLY INDENTED LUGS, EXCEPT FOR TWO CADWELDS, AS
SHOWN ON PLANS.
11) WHERE GROUND CONNECTIONS ARE MADE, THE CONTACT POINTS ARE TO BE
CLEANED AND MADE FREE OF FOREIGN MATERIALS, SUCH AS PAINT AND
CORROSION, TO ENSURE AN ADEQUATE BOND.
12) ALL GROUNDING AND BONDING INSTALLATIONS AND CONNECTIONS SHALL
COMPLY WITH CLEARWIRE WIRELESS SERVICES ELECTRICAL AND GROUNDING
SPECIFICATIONS.
13) ALL MECHANICAL GROUNDING CONNECTIONS MADE THROUGHOUT THESE
DRAWINGS SHALL BE MADE WITH KOPR-SHIELD. THERE IS NO EQUIVALENT FOR
THESE ANTIOXIDATION COMPOUNDS. NO OTHER COMPOUND WILL BE ACCEPTED.
COAT ALL WIRES BEFORE LUGGING. COAT ALL SURFACES BEFORE CONNECTING.
C. FIELD QUALITY CONTROL - FIELD INSPECTION AND TESTING WILL BE PERFORMED
AS REQUIRED:
1) THE CONTRACTOR SHALL VERIFY THAT THE SYSTEM IS EFFECTIVELY GROUNDED,
MEETS NEC ARTICLE 250 REQUIREMENTS, AND IS ACCEPTABLE TO THE LOCAL
UTILITY AND LOCAL AUTHORITY HAVING JURSDICTION.
2) THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE
GROUNDING NETWORK SYSTEM. SYSTEM SHALL BE TESTED AT THE TIME OF
INSTALLATION.
3) THE GROUNDING NETWORK SYSTEM TEST PROCEDURE SHALL COMPLY WITH
NFPA 78 THREE POINT TECHNIQUE FOR GROUND RESISTANCE, EXCEPT AS
MODIFIED HEREIN.
4) CONTRACTOR SHALL VERIFY THE ADEQUACY OF THE INSTALLED SYSTEM.
CONTRACTOR SHALL CONDUCT SITE RESISTANCE TO EARTH GROUNDING TESTING"
SYSTEM
5) RECORD GROUND RESISTANCE PER CLEARWIRE WIRELESS COMPANY'S
STANDARD. INSTALLED OHMS.
6) TEST SHALL BE WITNESSED BY CLIENTS REPRESENTATIVE SHALL ACHIEVE A
GROUND RESISTANCE OF LESS THAN 5 OHMS. TEST RESULTS SHALL BE SUBMITTED
ON THE "GROUND RESISTANCE TEST FORM" TO THE CLIENTS REPRESENTATIVE
REPRESENTATIVE
7) SUBMIT 2 COPIES OF THE GROUND RESISTANCE TEST FORM TO THE CLIENTS
REPRESENTATIVE REPRESENTATIVE.
3.10 CHECKOUT, TESTING, AND ADJUSTING
A CORRECTION/REPLACEMENT: AFTER TESTING BY CONTRACTOR, CLIENTS
REPRESENTATIVE, OR ENGINEER CORRECT ANY DEFICIENCIES, AND REPLACE
MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR UNABLE TO PERFORM
AT DESIGN OR RATED CAPACITY.
B. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY &
INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH 8
POWER CABINET.
C. GROUNDING - IEEE FALL OF POTENTIAL TESTS: CONDUCT TEST WITH A AEMC
MODEL #4500 TESTER. THE METHOD OF USING TWO AUXILIARY GROUND RODS (AS
DESCRIBED IN I.E.E.E. STANDARD #81 - 1983, PART 1) SHALL BE USED. THE
AUXILIARY TEST RODS MUST BE SUFFICIENTLY FAR AWAY FROM THE RODS SO
THAT THE REGIONS IN WHICH THEIR RESISTANCE IS LOCALIZED DO NOT OVERLAP.
3.11 SYSTEMS DEMONSTRATION
A. INSTRUCT CLIENTS REPRESENTATIVE'S REPRESENTATIVE(S) IN THE START -UP,
OPERATION AND MAINTENANCE OF ALL ELECTRICAL SYSTEMS AND EQUIPMENT AS
REQUESTED BY THE CLIENTS REPRESENTATIVE REPRESENTATIVE.
3.12 CLEANING AND TOUCH -UP PAINTING
A GENERAL: PERIODICALLY REMOVE FROM THE PROJECT SITE, ALL WASTE,
RUBBISH AND CONSTRUCTION DEBRIS ACCUMULATED FROM CONSTRUCTION
OPERATIONS. THE PREMISES SHALL BE LEFT CLEAN AND FREE OF ANY DEBRIS AND
UNUSED CONSTRUCTION MATERIALS PRIOR TO FINAL ACCEPTANCE.
B. ELECTRICAL EQUIPMENT: REMOVE ALL DUST, DIRT, DEBRIS, MORTAR, WIRE
SCRAPS, RUST, AND OTHER FOREIGN MATERIALS FORM THE INTERIOR AND
EXTERIOR OF ALL ELECTRICAL EQUIPMENT AND ENCLOSURES, AND WIPE DOWN.
CLEAN ACCESSIBLE CURRENT CARRYING ELEMENTS AND INSULATORS PRIOR TO
ENERGIZING.
3.13 COAXIAL CABLE INSTALLATION
A. THE COAXIAL CABLE SIZE SHALL BE AS SHOWN ON DRAWINGS.
B. COAXIAL CABLE SUPPORTS.
1) SUPPORT COAXIAL CABLES INSIDE MONOPOLES WITH "KELLEM" GRIP TYPE
PRODUCTS.
2) SECURE AND SUPPORT COAXIAL CABLES ON OPEN WAVEGUIDES STRUCTURAL
TOWERS.
3) SECURE AND SUPPORT COAXIAL CABLES ON ICE BRIDGES AS INDICATED ON
DRAWINGS.
C. COAXIAL CABLE GROUNDING:
1) THE COAXIAL CABLES SHALL BE GROUNDED TO BUS BAR(S) AT THE ANTENNAS
USING THE GROUNDING KITS AS SPECIFIED ON THE DRAWINGS.
2) THE COAXIAL CABLES SHALL BE GROUNDED TO A BUS BAR AT THE BOTTOM OF
THE TOWER OR MONOPOLE USING THE GROUNDING KITS SPECIFIED ON THE
DRAWINGS.
3) THE COAXIAL CABLES SHALL BE GROUNDED TO A BUS BM AT THE BULKHEADS
USING THE GROUNDING KITS AS SPECIFIED ON THE DRAWINGS.
3.14 TELEPHONE SERVICE
A GENERAL: ARRANGE WITH THE UTILITY COMPANY AND CLEARWIRE WIRELESS
FOR A TIMELY INSTALLATION OF THE T -1 SERVICE. COMPLY WITH AND COORDINATE
ALL REQUIREMENTS OF THE UTILITY COMPANY.
B. CLIENTS REPRESENTATIVE WILL ORDER THE T -1 SERVICE.
C. CONTRACTOR WILL ARRANGE FOR T -1 SERVICE INSTALLATION AND PAY FOR
ASSOCIATED UTILITY CHARGES.
3.15 ELECTRICAL SERVICE
A GENERAL: ARRANGE WITH THE UTILITY COMPANY AND CLEARWIRE WIRELESS
SERVICES FOR A TIMELY INSTALLATION OF THE TEMPORARY ELECTRIC SERVICE (IF
REQUIRED) AND PERMANENT ELECTRIC SERVICE COMPLY WITH AND COORDINATE
ALL REQUIREMENTS OF THE UTILITY COMPANY.
B. CLIENTS REPRESENTATIVE WILL ORDER THE ELECTRIC SERVICE.
C. CONTRACTOR WILL ARRANGE FOR ELECTRIC SERVICE INSTALLATION AND PAY
FOR ASSOCIATED UTILITY CHARGES.
D. ARRANGE FOR AN INSPECTION OF THE ELECTRICAL SERVICE BY THE AUTHORITY
HAVING JURISDICTION. OBTAIN A CERTIFICATE OF INSPECTION. FURNISH A COPY
OF CERTIFICATE TO CLEARWIRE WIRELESS AND A COPY TO THE UTILITY COMPANY.
E. COORDINATE METER SOCKET REQUIREMENTS WITH CLEARWIRE WIRELESS
SERVICES AND ELECTRIC UTILITY.
F. GROUNDING: PROVIDE GROUNDING ELECTRODE SYSTEM FOR THE SERVICE, PER
THE NEC, PER UTILITY COMPANY REQUIREMENTS, AND AS INDICATED.
G. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT
RATINGS AS NEEDED TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT.
REVIEWED FOR
CODE COMPLIANCE
APPRME )
DEC 2 4 [uIJ
City of Tukwila
BUILDING flI lI Inwi
RECEIVED
CITY OF TUKWILA
DEC 16 2009
PERMIT CENTER
clear-w're
Cascadia\ PM
8760 122ND AVE, NE
KIRKLAND, WA 98033
PH: (425) 828 -1008
EXPIRES 6/
PROJECT NO.:
2313
DRAWN BY:
KKN
CHECKED BY:
JP
SITE NO.
WA -TAC 0420
SITE NAME
KENT
BUSINESS
SITE ADDRESS
1232 ANDOVER PARK W.
TUKWILLA, WA 98188
APN:
3523049074
SHEET TITLE
GENERAL
NOTES
SHEET NO.
GN-4