HomeMy WebLinkAboutPermit D18-0009 - SPRINT WIRELESS - ANTENNAS, MONOPOLE, HYBRID CABLES ETCSPRINT WIRELESS
13140 44T" AVE S
EXPIRED 07/10/2021
D18-0009
Parcel No:
Address:
Project Name:
City of Tukwila
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Inspection Request Line: 206-438-9350
Web site: http://www.TukwilaWA.gov
7349200345
13130 44TH AVE S
SPRINT WIRELESS
DEVELOPMENT PERMIT
Permit Number: D18-0009
Issue Date: 1/11/2019
Permit Expires On: 7/10/2019
Owner:
Name:
Address:
Contact Person:
Name:
Address:
VERIZON PROPERTY TAX DEPT
P 0 BOX 635 , BASKING RIDGE, CA,
7920
JESSICA POMPA
10590 WEST OCEAN AIR DR STE 300,
SAN DIEGO, CA, 92130
Contractor:
Name: PAJ TELECOM INC
Address: PO BOX 522 , GLADSTONE, OR, 97027
Phone: (858) 926-3895
Phone: (503) 481-1669
License No: PAJTETI848MA Expiration Date: 7/1/2020
Lender:
Name:
Address:
DESCRIPTION OF WORK:
REMOVE (3) (E) ANTENNAS AND REPLACEMENT WITH (3) (N)W TRI -BAND ANTENNAS. REMOVE (3) (E) 2500 MHZ
RRHS AND REPLACEMENT WITH (3) (N) 2500 MHZ RRHS ON MONOPOLE. ADDING (3) (N) 1900 MHZ RRUS AND (6)
(N) 800 MHZ RRUS ON MONOPOLE. REMOVE OF (1) (E) CABINET. REMOVAL OF (E) CONCRETE EQUIPMENT PAD
AND INSTALLMENT OF (N) CONCRETE EQUIPMENT PAD. INSTALLMENT OF (1) (N) E -CAB, (1) (N) B -CAB, (1) (N) PPC
AND (1) (N) SERVICE LIGHT. REMOVAL OF (E) GPS ANTENNA AND REPLACEMENT WITH (1) (N) GPS ANTENNA.
REMOVAL OF (E) HYBRID CABLES AND REPLACEMENT WITH (4) (N) HYBRID CABLES. INSTALLMENT OF NEW
CHAIN.
Project Valuation: $42,000.00
Type of Fire Protection:
Sprinklers: NO
Fire Alarm: NO
Type of Construction:
Electrical Service Provided by: TUKWILA
Fees Collected: $1,496.73
Occupancy per IBC:
Water District: 125,TUKWILA
Sewer District: TUKWILA
Current Codes adopted by the City of Tukwila:
International Building Code Edition:
International Residential Code Edition:
International Mechanical Code Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
WA Cities Electrical Code:
WAC 296-46B:
WA State Energy Code:
2017
2017
2017
2015
Public Works Activities:
Channelization/Striping:
Curb Cut/Access/Sidewalk:
Fire Loop Hydrant:
Flood Control Zone:
Hauling/Oversize Load:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: 0 Fill: 0
Number: 0
No
Permit Center Authorized Signature: j'T71 / -(1 1 Date: 0/71/115
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this
development permit and agree to the conditions attached to this permit.
Signature: t e
Print Name:
Date/ —//—
This
_//_
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
1: ***BUILDING PERMIT CONDITIONS***
2: Work shall be installed in accordance with the approved construction documents, and any changes made
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
3: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
5: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to
any requirements for special inspection.
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
7: Preparation before concrete placement: Water shall be removed from place of deposit before concrete is
placed unless a tremie is to be used or unless otherwise permitted by the building official. All debris and ice
shall be removed from spaces to be occupied by concrete.
8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (206) 438-9350
1700 BUILDING FINAL**
0301 CONCRETE SLAB
0201 FOOTING
c
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No. 17
Project No. , ,�
Date Application Accepted: 1 (ro\I'd I (b
^
Date Application Expires: ' I I
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
King Co Assessor's Tax No.: 7349200345
Site Address: 4460 S. 131st Place Tukwila, WA 98168
Tenant Name: Sprint Wireless
Suite Number:
PROPERTY OWNER
Name: Jessica Pompa OBO Sprint Wireless
Name: Verizon Property Tax Dept
City: San Diego State: CA Zip: 92130
Address: 13130 44th Ave S.
Email: jpompa@md7.com
City: Seattle State: WA
Zip: 98168
CONTACT PERSON — person receiving all project
communication
Name: Jessica Pompa OBO Sprint Wireless
Address: 10590 W. Ocean Air Dr, Suite 300
City: San Diego State: CA Zip: 92130
Phone: (858) 926-3895 Fax:
Email: jpompa@md7.com
GENERAL CONTRACTOR INFORMATION
Company Name: TBD
Address:
Address: 326 Tyron Rd.
Architect Name: Bret A McComb
Phone: (919) 661-6351 Fax: (919) 661-6350
City:
State:
City: Auburn State: CA
Zip:
Phone:
Fax:
Email:
Contr Reg No.:
Exp Date:
Tukwila Business License No.:
H:\Applications\Fonns-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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New Tenant:
Floor:
0 Yes ❑ ..No
ARCHITECT OF RECORD
Company Name: Tower Engineering Professionals
Company Name: Precision Design
Address: 326 Tyron Rd.
Architect Name: Bret A McComb
Phone: (919) 661-6351 Fax: (919) 661-6350
Address: 11768 Atwood Rd. Suite 20
City: Auburn State: CA
Zip: 95603
Phone: (530) 823-6546 Fax:
Email:
ENGINEER OF RECORD
Company Name: Tower Engineering Professionals
Engineer Name: Ronald Glover
Address: 326 Tyron Rd.
City: Raleigh State: NC Zip: 27603
Phone: (919) 661-6351 Fax: (919) 661-6350
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
Page 1 of 4
BUILDING PERMIT INFORMATI — 206-431-3670
Valuation of Project (contractor's bid price): $ 42,000
Describe the scope of work (please provide detailed information):
Existing Building Valuation: $
Removing (3) (E) Antennas and replacement with (3) (N)W Tri -Band Antennas. Removal of (3) (E) 2500 MHz RRHs and
replacement with (3) (N) 2500 MHz RRHs on monopole. Adding (3) (N) 1900 MHz RRUs and (6) (N) 800 MHz RRUs on
monopole. Removal of (1) (E) Cabinet. Removal of (E) concrete equipment pad and installment of (N) concrete equipment pad.
Installment of (1) (N) E -Cab, (1) (N) B -Cab, (1) (N) PPC, and (1) (N) service light. Removal of (E) GPS Antenna and replacement
with (1) (N) GPS Antenna. Removal of (E) Hybrid Cables and replacement with (4) (N) Hybrid Cables. Installment of New Chain
Will there be new rack storage? ❑ Yes
m.. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in 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:
O Sprinklers ❑ Automatic Fire Alarm None 0 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 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
1St Floor
2"d Floor
3`d Floor
Floors thru
Basement
Accessory Structure*
Attached Garage
Detached Garage
Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
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:
O Sprinklers ❑ Automatic Fire Alarm None 0 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 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
H:\Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 2 of 4
PUBLIC WORKS PERMIT INFORMATION — 206-433-0179
Scope of Work (please provide detailed information):
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila 0...Water District #125
0 ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
0 .. Highline
❑ ...Valley View ❑ .. Renton
❑ ... Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic System:
0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
❑ ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Traffic Impact Analysis
❑ ...Bond 0 .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO)
0 ...Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
0 ...Right-of-way Use - Nonprofit for less than 72 hours
❑ ...Right-of-way Use - No Disturbance
❑ ...Construction/Excavation/Fill - Right-of-way 0
Non Right-of-way 0
❑ ...Total Cut
❑ ...Total Fill
cubic yards
cubic yards
❑ .. Right-of-way Use - Profit for less than 72 hours
0 .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor
❑ ...Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization
0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation
❑ ...Traffic Control 0 .. Looped Fire Line 0 .. Utility Undergrounding
0 ...Backflow Prevention - Fire Protection "
Irrigation "
Domestic Water
❑ ...Permanent Water Meter Size... WO #
❑ ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size
❑ ...Sewer Main Extension Public 0 Private 0
❑ ...Water Main Extension Public 0 Private 0
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
0 ...Water 0 ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
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Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER UT • ei'1 i D AGENT:
Signat .Plle- e — Date:
Print Name: Jes ca Pompa 0 • Sprint Wireless Day Telephone: (858) 926-3895
Mailing Address: 10590 W. Ocean Air Drive Suite 300 San Diego CA 92130
H:\Applications'Forms-Applications On Line t2011 Applications\Permit Application Revised - 8-9-11.docx
Revised: August 2011
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City State Zip
Page 4 of 4
DESCRIPTIONS ACCOUNT QUANTITY
PermitTRAK
PAID
$1,496.73
D18-0009 Address: 4460 S 131ST PL BLDG Apn: 7349200345 $1,496.73
DEVELOPMENT $1,452.84
PERMIT FEE
R000.322.100.00.00
0.00
$877.78
PLAN CHECK FEE
R000.345.830.00.00
0.00
$570.56
WASHINGTON STATE SURCHARGE
8640.237.114
0.00
$4.50
TECHNOLOGY FEE $43.89
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R13246
R000.322.900.04.00
0.00
$43.89
$1,496.73
Date Paid: Tuesday, January 09, 2018
Paid By: MD7, LLC
Pay Method: CHECK 25224
Printed: Monday, January 08, 2018 4:36 PM 1 of 1
CRWSYSTEMS
Permit Number: D18-0009
Description: SPRINT WIRELESS
Applied: 1/8/2018 Approved: 2/2/2018 Site Address: 13130 44TH AVE S
Issued: 1/11/2019 Finaled:
Status: EXPIRED
Parent Permit:
Parent Project:
Details:
City, State Zip Code: TUKWILA, WA 98168-3224
Applicant: SPRINT WIRELESS
Owner: VERIZON PROPERTY TAX DEPT
Contractor: PAJ TELECOM INC
REMOVE (3) (E) ANTENNAS AND REPLACEMENT WITH (3) (N)W TRI -BAND ANTENNAS. REMOVE (3) (E) 2500 MHZ RRHS AND
REPLACEMENT WITH (3) (N) 2500 MHZ RRHS ON MONOPOLE. ADDING (3) (N) 1900 MHZ RRUS AND (6) (N) 800 MHZ RRUS ON
MONOPOLE. REMOVE OF (1) (E) CABINET. REMOVAL OF (E) CONCRETE EQUIPMENT PAD AND INSTALLMENT OF (N) CONCRETE
EQUIPMENT PAD. INSTALLMENT OF (1) (N) E -CAB, (1) (N) B -CAB, (1) (N) PPC AND (1) (N) SERVICE LIGHT. REMOVAL OF (E) GPS ANTENNI
AND REPLACEMENT WITH (1) (N) GPS ANTENNA. REMOVAL OF (E) HYBRID CABLES AND REPLACEMENT WITH (4) (N) HYBRID CABLES.
INSTALLMENT OF NEW CHAIN.
Printed: Wednesday, 29 September, 2021 1 of 1
SUPERION
LIST OF INSPECTIONS
SCHEDULED DATE
COMPLETED DATE
TYPE
INSPECTOR
RESULT
REMARKS
BUILDING FINAL**
Bill Centen
Notes:
CONCRETE SLAB
Bill Centen
Notes:
FOOTING
Bill Centen
Notes:
Printed: Wednesday, 29 September, 2021 1 of 1
SUPERION
This re
A Tula
AI IER CAN TOWER*
CORPORATION
was prepared for American Tower Corporation by
TOWER
ENGINEERING
PROFESSIONALS
Structure
ATC Site Name
ATC Site Number
Engineering Number
Proposed Carrier
Carrier Site Name
Carrier Site Number
Site Location
County
Date
Max Usage
Result
Prepared By:
Michael Dugan
TEP
744.11
Structural Analysis Report
: 120 ft Monopole
: Riverton, WA
: 83050
: OAA708825_C3_02
: Clearwire
: ATC Southgate Park
: SE52XC119
: 13134 44TH AVE S
Seattle, WA 98168-3224
47.486200,-122.278500
King
August 24, 2017
68%
: Pass
Reviewed By:
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JAN 3 0 2018
City of Tukwila
BUI
RECEIVED
CITY OF TUKWILA
JAN 0 8 2018
PERMIT CENTER
COA: 3408
Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.t grou .net
4,,,,,
TOWER
PRC.,,a4 bw..6
Eng. Number OAA708825_C3_02
August 24, 2017
Table of Contents
Introduction 1
Supporting Documents 1
Analysis 1
Conclusion 1
Existing and Reserved Equipment 2
Equipment to be Removed 2
Proposed Equipment 2
Structure Usages 3
Foundations 3
Deflection, Twist, and Sway 3
Standard Conditions 4
Calculations Attached
Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net
Eng. Number OAA708825_C3_02
August 24, 2017
Page 1
Introduction
The purpose of this report is to summarize results of a structural analysis performed on the 120 ft monopole
to reflect the change in loading by Clearwire.
Supporting Documents
Tower Drawings
Alpha Tower Design Job #910088, dated November 25, 1991
Foundation Drawing
Alpha Tower Design Job #910088, dated November 25, 1991
Geotechnical Report
Rittenhoue-Zeman Job #W7687, dated July 8,1991
Analysis
The tower was analyzed using American Tower Corporation's tower analysis software. This program
considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222.
Basic Wind Speed:
85 mph (3 -Second Gust, Vasd) / 110 mph (3 -Second Gust, Vult)
Basic Wind Speed w/ Ice:
30 mph (3 -Second Gust) w/ 1/4" radial ice concurrent
Code:
ANSI/TIA-222-G / 2015 IBC
Structure Class:
11
Exposure Category:
B
Topographic Category:
1
Crest Height:
0 ft
Spectral Response:
Ss = 1.50, S1= 0.56
Site Class:
D - Stiff Soil
Conclusion
Based on the analysis results, the structure meets the requirements per the applicable codes listed above.
The tower and foundation can support the equipment as described in this report.
If you have any questions or require additional information, please contact American Tower via email at
Engineering@americantower.com. Please include the American Tower site name, site number, and
engineering number in the subject line for any questions.
Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net
k
Existing and Reserved Equipment
Eng. Number 0AA708825_C3_02
August 24, 2017
Page 2
Elevation' (ft)
Qty
Antenna
Mount Type
Lines
Carrier
Mount
RAD
120.0
120.0
6
ClearComm CCDP-565-1W
Platform w/ Handrails
(12)15/8" Coax
(1)1.1' Hybrid
(1)1.53 Hybrid
(1) 7/8" Coax
Verizon
3
Commscope E15R05P19
1
GPS
1
Raycap RCMDC-3315-PF-48
1
Raycap RxxDC-3315-PF-48
3
Ericsson RRUS 11 w/ RRUS A2
3
Ericsson RRUS 12 w/ RRUS A2 B2
3
Ericsson RRUS 12 w/ RRUS A2 B4
3
Antel BXA-80090/8CF
3
Antel CWWX063X19G00
6
Antel OCT458KBU105L
105.0
105.0
1
Trimble Acutime 2000
Side Arms
(2) 1/2" Coax
(1) 5/16" Coax
Clearwire
2
Andrew PX2F-52
95.0
95.0
1
Procom0XL900-3LW
Side Arm
(1) 1/2" Coax
Sigfox S.a.
1
5" x 3" x 2" Cavity Filter
1
Low Noise Amplifier
57.0
57.0
4
Decibel DB844H65E-XY
T -Arm
(5) 1 5/8" Coax
Sprint Nextel
31.0
31.0
8
Decibel DB844G45ZAXY
T -Arms
(10) 1 5/8" Coax
Equipment to be Removed
Elevation' (ft)
Qty
Antenna
Mount Type
Lines
Carrier
Mount
RAD
105.0
105.0
4
Kathrein 840 10054
-
(12) 5/16" Coax
Clearwire
4
Huawei RRU3702
Proposed Equipment
Elevation' (ft)
Qty
Antenna
Mount Type
Lines
Carrier
Mount
RAD
105.0
105.0
6
Samsung 800MHz RRH
Side Arms
(4) 1 1/4" Hybriflex
(2) 2" Conduit
Clearwire
3
Samsung 2.5GHz 8T8R RRH (2.5LTEV3
10KM)
3
Samsung RRH-P4 (1.9 GHz)
1
Generic Radio/ODU
3
KMW ETCR-654L12H6
1Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of
antenna above ground level (AGL).
Install proposed coax inside the pole shaft.
Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net
Structure Usages
Eng. Number OAA708825_C3_02
August 24, 2017
Page 3
Structural Component
Controlling Usage
Pass/Fail
Anchor Bolts
64%
Pass
Shaft
68%
Pass
Base Plate
50%
Pass
Foundations
Reaction Component
Original Design
Reactions
Factored Design
Reactions*
Analysis Reactions
% of Design
Moment (Kips -Ft)
1,222.0
1,649.7
1,165.5
71%
Shear (Kips)
17.5
23.6
14.6
62%
* The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1
The structure base reactions resulting from this analysis are acceptable when compared to those shown on the
original structure drawings, therefore no modification or reinforcement of the foundation will be required.
Deflection and Sway*
Antenna
Elevation (ft)
Antenna
Carrier
Deflection
(ft)
Sway (Rotation)
(,)
105.0
Samsung 800 MHz RRH
Clearwire
1.685
1.815
Samsung 2.5GHz 8T8R RRH
(2.5LTEV3 10KM)
Samsung RRH-P4 (1.9 GHz)
Andrew Microwaves PX2F-52
KMW ETCR-654L12H6
*Deflection and Sway was evaluated considering a design wind speed of 60 mph (3 -Second Gust) per ANSI/TIA-222-G
Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 Fax - www.tepgroup.net
Standard Conditions
All engineering services are performed on the basis that the information used is current and correct. This
information may consist of, but is not necessary limited, to:
Information supplied by the client regarding the structure itself, antenna, mounts and feed line
loading on the structure and its components, or other relevant information.
Information from drawings in the possession of American Tower Corporation, or generated by
field inspections or measurements of the structure.
It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and
used in the performance of our engineering services is correct and complete. In the absence of
information to the contrary, we assume that all structures were constructed in accordance with the
drawings and specifications and that their capacity has not significantly changed from the "as new"
condition.
Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed
in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined
based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to
ensure that the loading considered is adequate to meet the requirements of all applicable regulatory
entities, we can provide no assurance to meet any other local and state codes or requirements. If wind
and ice loads or other relevant parameters are to be different from the minimum values recommended by
the codes, the client shall specify the exact requirement.
All services are performed, results obtained, and recommendations made in accordance with generally
accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the
conclusions, opinions and recommendations made by others based on the information we supply.
Tower Engineering Professionals, Inc. - 326 Tryon Road - Raleigh, NC 27603 - 919-661-6351 Office - 919-661-6350 fax - www.tepgroup.net
12D'-0"
85-0"
51-0"
1V-0"
3r-0"
0
0
35-0"
1/4 Thick
(65'KSI)
45-0"
9132" Thick
(65 KSI)
12D'-0"
40'-0"
5/1S" Thick
(651(51)
Job Information
Pole : 83050 Code: ANSI/TIA-222-G
Description : 120' Monopole
Client : CLEARWIRE CORPORATIGNuct Class : II
Location : Riverton, WA
Shape : 12 Sides Exposure : B
Height : 120.00 (ft) Topo : 1
Base Elev (ft): 0.00
Taper: 0.18000ein/ft)
Sections Properties
Diameter (in) Overlap Steel
Shaft Length Accross Flats Thick Joint Length Taper Grade
Section (ft) Top Bottom (in) Type (in) (in/ft) (ksi)
1 40.000 29.10 36.30 0.313 0.000 0.180000 65
2 45.000 21.00 29.10 0.281 Butt Joint 0.000 0.180000 65
3 35.000 14.70 21.00 0.250 Butt Joint 0.000 0.180000 65
Discrete Appurtenance
Attach Force
Elev (ft) Elev (ft) Qty Description
120.000 120.000 3 Antel BXA-80090/8CF
120.000 120.000 1 Raycap RCMDC-3315-PF-48
120.000 120.000 1 Round Platform w/ Handrails
120.000 120.000 6 Antel OCT458KBU105L
120.000 120.000 3 Antel CWWX063X19G00
120.000 120.000 3 Ericsson RRUS 12 w/ RRUS A2
120.000 120.000 3 Ericsson RRUS 12 w/ RRUS A2
120.000 120.000 3 Ericsson RRUS 11 w/ RRUS A2
120.000 120.000 1 Raycap RxxDC-3315-PF-48
120.000 120.000 1 GPS
120.000 120.000 3 Commscope E15R05P19
120.000 120.000 6 ClearComm CCDP-565-1W
105.000 105.000 6 Samsung 800 MHz RRH
105.000 105.000 3 Samsung RRH-P4 (1.9 GHz)
105.000 105.000 3 Samsung 2.5GHz 8T8R RRH
105.000 105.000 1 Generic Radio/ODU
105.000 105.000 3 KMW ETCR-654L12H6
105.000 105.000 2 Andrew Microwaves PX2F-52
105.000 105.000 1 Side Arms
105.000 105.000 1 Trimble Acutime 2000
95.000 95.000 1 Low Noise Amplifier
95.000 95.000 1 5" x 3" x 2" Cavity Filter
95.000 95.000 1 Flat Side Arm
95.000 95.000 1 Procom CXL 900-3LW
57.000 57.000 1 Round T -Arm
57.000 57.000 4 Decibel DB844H65E-XY
31.000 31.000 2 Round T -Arm
31.000 31.000 8 Decibel DB844G45ZAXY
Linear Appurtenance
Elev (ft) Exposed
From To Description To Wind
5.000
5.000
5.000
5.000
5.000
5.000
5.000
5.000
5.000
31.000
57.000
95.000
105.0
105.0
105.0
105.0
120.0
120.0
1 5/8" Coax
1 5/8" Coax
1/2" Coax
1 1/4" Hybriflex
1/2" Coax
2" Conduit
5/16" Coax
1 5/8" Coax
1.1" (27.9mm)
Yes
Yes
Yes
No
No
No
No
No
No
105-0"
95-0"
90'-0"
31-0"
0
35-0-
1/4" Thick
(65
45-0"
9/32" Thick
(65 161) 120'.0"
90%0"
5116" Thick
(65 KS1)
5.000 120.0
5.000 120.0
1.53" Hybrid
718" Coax
No
No
Load Cases
1.2D + 1.6W
0.9D + 1.6W
1.2D + 1.0Di + 1.0Wi
(1.2 + 0.2Sds)* DL + E
(1.2 + 0.2Sds)* DL + E
(0.9 - 0.2Sds) * DL + E
(0.9 - 0.2Sds) * DL + E
1.0D + 1.0W
85 mph with No Ice
85 mph with No Ice (Reduced DL)
30 mph with 0.25 in Radial Ice
Seismic Equivalent Lateral Forces Method
Seismic Equivalent Modal Analysis Method
Seismic (Reduced DL) Equivalent Lateral
Seismic (Reduced DL) Equivalent Modal
Serviceability 60 mph
Reactions
Load Case
Moment Shear Axial
(kip -ft) (kip) (kip)
1.2D + 1.6W
0.9D + 1.6W
1.2D + 1.0Di + 1.0Wi
(1.2 + 0.2Sds) * DL + E ELFM
(1.2 + 0.2Sds) * DL + E EMAM
(0.9 - 0.2Sds) * DL + E ELFM
(0.9 - 0.2Sds) * DL + E EMAM
1.0D + 1.0W
1165.49
1143.81
107.76
381.77
979.20
367.00
939.46
358.63
14.63
14.47
1.33
3.52
8.93
3.51
8.90
4.51
22.50
16.87
27.75
25.43
25.41
12.72
12.71
18.78
Dish Deflections
Load Case
Attach Deflection Rotation
Elev (ft) (in) (deg)
1.0D + 1.0W
105.00 20.224 1.815
120.000
115.000
110.000
105.000
100.000
95.000
90.000
85.000
80.000
75.000
70.000
65.000
60.000
55.000
50.000
45.000
40.000
35.000
30.000
25.000
20.000
15.000
10.000
5.000
0.000
Load Case : 1.2D + 1.6W
0.00
0.08
Max
Ratio 67.68%
at
0.0 ft
0.14
1.00
0.19
0.26
0
32
J
0.37
0.37
0.42
0.44
0.46
0.49
0.51
0.54
0.56
0.59
53
0.55 0.61
0.57
0.59
0.61
0.62
0.64
0.66/
0.68
nn
"
1
0.02
0.12
0.22
0.32
0.42 0.52
Interaction
0.62
0.72
0.82
0.92
,
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSIITIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:53 PM
Location:
Code:
Shape:
Pole Type:
Pole Manfacturer:
KING County, WA
ANSI/TIA-222-G
12 Sides
Taper
Valmont
Analysis Parameters
Height (ft):
Base Diameter (in):
Top Diameter (in):
Taper (in/ft) :
Rotation (deg) :
120
36.30
14.70
0.180
0.00
Structure Class: 11
Exposure Category: B
Topographic Category: 1
Crest Height: 0.0 ft
Ice & Wind Parameters
Design Wind Speed Without Ice:
Design Wind Speed With Ice:
Operational Wind Speed:
Design Ice Thickness:
85 mph
30 mph
60 mph
0.25 in
Analysis Method:
Site Class:
Seismic Parameters
Equivalent Modal Analysis & Equivalent Lateral Force Methods
D - Stiff Soil
Period Based on Rayleigh Method (sec):
TL (sec):
S s:
Fs:
S ds:
6
1.497
1.000
0.998
2.61
p:
S1:
Fs:
Shc:
1.3
0.561
1.500
0.561
Cs:
C s Max:
C s Min:
0.143
0.143
0.044
1.2D + 1.6W
0.9D + 1.6W
1.2D + 1.0Di + 1.0Wi
(1.2 + 0.2Sds) * DL + E ELFM
(1.2 + 0.2Sds) * DL + E EMAM
(0.9 - 0.2Sds) * DL + E ELFM
(0.9 - 0.2Sds) * DL + E EMAM
1.0D + 1.0W
Load Cases
85 mph with No Ice
85 mph with No Ice (Reduced DL)
30 mph with 0.25 in Radial Ice
Seismic Equivalent Lateral Forces Method
Seismic Equivalent Modal Analysis Method
Seismic (Reduced DL) Equivalent Lateral Forces Method
Seismic (Reduced DL) Equivalent Modal Analysis Method
Serviceability 60 mph
Page: 1
l
Site Number: 83050 Code: ANSI/TIA-222-G
Site Name:
Customer:
Riverton, WA
CLEARWIRE
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:53 PM
Shaft Section Properties
Slip
Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper
Info (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (in 2) (1n4) Ratio Ratio (in) (ft) (int) (in4) Ratio Ratio (in/ft)
1-12 40.000 0.3125 65 0.00 4,436 36.30 0.00 36.21 5986.1 28.98 116.16 29.10 40.00 28.97 3064.1 22.81 93.12 0.180000
2-12 45.000 0.2813 65 Butt 0.00 3,435 29.10 40.00 26.10 2766.7 25.58 103.47 21.00 85.00 18.76 1028.1 17.86 74.67 0.180000
3-12 35.000 0.2500 65 Butt 0.00 1,687 21.00 85.00 16.70 918.0 20.36 84.00 14.70 120.00 11.63 310.0 13.61 58.80 0.180000
Shaft Weight 9,558
Bottom Top
Discrete Appurtenance Properties
Attach No Ice Ice Distance Vert
Elev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc
(ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft)
120.00 Antel BXA-80090/8CF 3 23.00 8.291 0.73 77.37 8.774 0.73 0.000 0.000
120.00 Antel CWWX063X19G00 3 36.00 8.600 0.69 95.81 9.011 0.69 0.000 0.000
120.00 Antel OCT458KBU105L 6 75.00 13.410 0.66 186.32 14.134 0.66 0.000 0.000
120.00 ClearComm CCDP-565-1W 6 7.00 0.450 0.50 10.42 0.458 0.50 0.000 0.000
120.00 Commscope E15R05P19 3 22.00 0.910 0.50 31.82 1.033 0.50 0.000 0.000
120.00 Ericsson RRUS 11 w/ RRUS 3 72.00 2.790 0.67 100.64 2.997 0.67 0.000 0.000
120.00 Ericsson RRUS 12 w/ RRUS 3 71.50 3.150 0.67 102.97 3.366 0.67 0.000 0.000
120.00 Ericsson RRUS 12 w/ RRUS 3 71.50 3.150 0.67 102.97 3.366 0.67 0.000 0.000
120.00 GPS 1 10.00 1.000 1.00 19.79 1.022 1.00 0.000 0.000
120.00 Raycap RCMDC-3315-PF-48 1 21.40 2.510 0.67 47.65 2.711 0.67 0.000 0.000
120.00 Raycap RxxDC-3315-PF-48 1 32.00 2.510 0.67 58.25 2.711 0.67 0.000 0.000
120.00 Round Platform w/ Handrails 1 2000.00 27.200 1.00 2,422.37 35.168 1.00 0.000 0.000
105.00 Andrew Microwaves PX2F-52 2 14.00 5.230 1.00 61.04 5.722 1.00 0.000 0.000
105.00 Generic Radio/ODU 1 30.00 1.600 0.50 46.61 1.758 0.50 0.000 0.000
105.00 KMW ETCR-654L12H6 3 84.90 15.710 0.61 178.50 16.243 0.61 0.000 0.000
105.00 Samsung 2.5GHz 8T8R RRH 3 59.80 2.660 0.67 83.78 2.866 0.67 0.000 0.000
105.00 Samsung 800 MHz RRH 6 59.50 1.660 0.50 84.90 1.830 0.50 0.000 0.000
105.00 Samsung RRH-P4 (1.9 GHz) 3 62.80 2.740 0.67 88.94 2.948 0.67 0.000 0.000
105.00 Side Arms 1 560.00 8.500 1.00 710.53 10.785 1.00 0.000 0.000
105.00 Trimble Acutime 2000 1 1.30 0.300 1.00 5.63 0.216 1.00 0.000 0.000
95.00 5" x 3" x 2" Cavity Filter 1 1.50 0.170 1.00 3.06 0.275 1.00 0.000 0.000
95.00 Flat Side Arm 1 150.00 6.300 1.00 173.28 7.082 1.00 0.000 0.000
95.00 Low Noise Amplifier 1 2.00 0.190 1.00 3.80 0.295 1.00 0.000 0.000
95.00 Procom CXL 900-3LW 1 1.50 0.130 1.00 3.20 0.356 1.00 0.000 0.000
57.00 Decibel DB844H65E-XY 4 20.00 5.830 0.90 77.51 8.557 0.90 0.000 0.000
57.00 Round T -Arm 1 250.00 9.700 1.00 313.26 12.195 1.00 0.000 0.000
31.00 Decibel DB844G45ZAXY 8 21.00 6.160 0.76 63.68 6.439 0.76 0.000 0.000
31.00 Round T -Arm 2 250.00 9.700 0.90 309.53 12.048 0.90 0.000 0.000
Totals 73 6195.20 9,646.24 Number of Loadings : 28
Linear Appurtenance Properties
Elev Elev Coax Coax Projected
From To Diameter Weight Width Exposed
(ft) (ft) Qty Description (in) (Ib/ft) Flat (in) To Wind Carrier
5.00 120.00 12 1 5/8" Coax 1.98 0.82 N 0.00 N Verizon
5.00 120.00 1 1.1" (27.9mm) Hybrid 1.10 0.50 N 0.00 N Verizon
5.00 120.00 1 1.53" Hybrid 1.53 1.70 N 0.00 N Verizon
5.00 120.00 1 7/8" Coax 1.09 0.33 N 0.00 N Verizon
5.00 105.00 4 1 1/4" Hybriflex Cable 1.54 1.00 N 0.00 N Clearwire
5.00 105.00 2 1/2" Coax 0.63 0.15 N 0.00 N Clearwire
5.00 105.00 2 2" Conduit 2.38 3.65 N 0.00 N Clearwire
5.00 105.00 1 5/16" Coax 0.31 0.05 N 0.00 N Clearwire
Page: 2
Site Number: 83050 Code: ANSIITIA-222-G
Site Name: Riverton, WA
Customer: CLEARWIRE
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:53 PM
5.00 95.00 1 1/2" Coax 0.63 0.15 N 0.63 Y Sprint Nextel
5.00 57.00 5 1 5/8" Coax 1.98 0.82 N 2.61 Y Sprint Nextel
5.00 31.00 10 1 5/8" Coax 1.98 0.82 N 3.96 Y Sprint Nextel
Page: 3
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSI/TIA-222-G
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:53 PM
Segment Properties (Max Len : 5.ft)
Seg Top Flat
Elev Thick Dia Area Ix W/t D/t F'y
(ft) Description (in) (in) (in2) (in°) Ratio Ratio (ksi)
S Z Weight
(ina) (in3) (Ib)
0.00 0.3125 36.300 36.212 5,986.1 28.98 116.16 73.1 318.6 0.0 0.0
5.00 0.3125 35.400 35.307 5,548.1 28.21 113.28 73.9 302.8 0.0 608.4
10.00 0.3125 34.500 34.401 5,132.0 27.44 110.40 74.8 287.4 0.0 593.0
15.00 0.3125 33.600 33.495 4,737.3 26.67 107.52 75.6 272.4 0.0 577.6
20.00 0.3125 32.700 32.590 4,363.4 25.89 104.64 76.5 257.8 0.0 562.2
25.00 0.3125 31.800 31.684 4,009.6 25.12 101.76 77.3 243.6 0.0 546.8
30.00 0.3125 30.900 30.779 3,675.5 24.35 98.88 78.2 229.8 0.0 531.4
31.00 0.3125 30.720 30.597 3,611.0 24.20 98.30 78.3 227.1 0.0 104.4
35.00 0.3125 30.000 29.873 3,360.5 23.58 96.00 79.0 216.4 0.0 411.5
40.00 Top - Section 1 0.3125 29.100 28.967 3,064.1 22.81 93.12 79.8 203.4 0.0 500.6
40.00 Bot - Section 2 0.2813 29.100 26.099 2,766.7 25.58 103.47 76.8 183.7 0.0
45.00 0.2813 28.200 25.284 2,515.5 24.72 100.27 77.8 172.3 0.0 437.1
50.00 0.2813 27.300 24.469 2,279.9 23.87 97.07 78.7 161.3 0.0 423.2
55.00 0.2813 26.400 23.654 2,059.6 23.01 93.87 79.6 150.7 0.0 409.4
57.00 0.2813 26.040 23.328 1,975.6 22.66 92.59 80.0 146.6 0.0 159.9
60.00 0.2813 25.500 22.839 1,854.0 22.15 90.67 80.6 140.5 0.0 235.6
65.00 0.2813 24.600 22.024 1,662.5 21.29 87.47 81.5 130.6 0.0 381.6
70.00 0.2813 23.700 21.209 1,484.6 20.44 84.27 81.9 121.0 0.0 367.8
75.00 0.2813 22.800 20.393 1,320.0 19.58 81.07 81.9 111.8 0.0 353.9
80.00 0.2813 21.900 19.578 1,167.9 18.72 77.87 81.9 103.0 0.0 340.0
85.00 Top - Section 2 0.2813 21.000 18.763 1,028.1 17.86 74.67 81.9 94.6 0.0 326.2
85.00 Bot - Section 3 0.2500 21.000 16.704 918.0 20.36 84.00 81.9 84.4 0.0
90.00 0.2500 20.100 15.979 803.6 19.40 80.40 81.9 77.2 0.0 278.0
95.00 0.2500 19.200 15.255 699.2 18.43 76.80 81.9 70.4 0.0 265.7
100.0 0.2500 18.300 14.530 604.2 17.47 73.20 81.9 63.8 0.0 253.4
105.0 0.2500 17.400 13.806 518.3 16.51 69.60 81.9 57.5 0.0 241.1
110.0 0.2500 16.500 13.081 440.9 15.54 66.00 81.9 51.6 0.0 228.7
115.0 0.2500 15.600 12.357 371.6 14.58 62.40 81.9 46.0 0.0 216.4
120.0 0.2500 14.700 11.632 310.0 13.61 58.80 81.9 40.7 0.0 204.1
9,558.0
Page: 4
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSIITIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:53 PM
Load Case: 1.2D + 1.6W
Gust Response Factor :1.10
Dead Load Factor :1.20
Wind Load Factor :1.60
85 mph with No Ice
25 Iterations
Wind Importance Factor 1.00
Applied Segment Forces Summary
Shaft Forces
Seg
Elev
(ft)
Description
Discrete Forces
Linear Forces Sum of Forces
Dead
Wind FX Load
(Ib) (Ib) (Ib)
Torsion Moment
Wind FX MY MZ
0.00
5.00
10.00
15.00
20.00
25.00
30.00
31.00
35.00
40.00
45.00
50.00
55.00
57.00
60.00
65.00
70.00
75.00
80.00
85.00
90.00
95.00
100.00
T05.00
110.00
115.00
120.00
Appertunance(s)
Top - Section 1
Appertunance(s)
Top - Section 2
Appertunance(s)
Appertunance(s)
Appertunance(s)
167.4 0.0
379.0 730.1
402.4 711.6
376.5 693.1
366.4 674.6
356.3 656.1
210.4 637.6
152.4 125.3
267.5 493.8
301.8 600.7
305.5 524.5
308.1 507.9
216.5 491.3
149.4 191.8
231.8 282.8
286.6 458.0
282.1 441.3
276.8 424.7
270.8 408.0
264.2 391.4
257.1 333.6
249.4 318.8
241.2 304.1
232.6 289.3
223.5 274.5
214.0 259.7
104.6 244.9
1,080.8
744.1
Dead Dead Dead Torsion Moment
Load Wind FX Load Wind FX Load MY MZ
(Ib -ft) (Ib -ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib -ft) (Ib)
0.0 0.0 167.4 0.0 0.0 0.0
0.0 0.0 379.0 730.1 0.0 0.0
0.0 218.8 402.4 930.4 0.0 0.0
77.9 218.8 454.4 911.9 0.0 0.0
77.9 218.8 444.4 893.4 0.0 0.0
77.9 218.8 434.3 874.9 0.0 0.0
77.9 218.8 288.3 856.4 0.0 0.0
0.0 0.0 801.6 15.7 43.8 1,248.9 970.7 0.0 0.0
0.0 135.7 267.5 629.5 0.0 0.0
0.0 169.6 301.8 770.2 0.0 0.0
0.0 169.6 305.5 694.1 0.0 0.0
0.0 169.6 308.1 677.5 0.0 0.0
0.0 169.6 216.5 660.8 0.0 0.0
0.0 0.0 396.0 0.0 67.8 893.5 655.7 0.0 0.0
0.0 87.0 231.8 369.8 0.0 0.0
0.0 145.0 286.6 603.0 0.0 0.0
0.0 145.0 282.1 586.3 0.0 0.0
0.0 145.0 276.8 569.7 0.0 0.0
0.0 145.0 270.8 553.0 0.0 0.0
0.0 145.0 264.2 536.4 0.0 0.0
0.0 145.0 257.1 478.6 0.0 0.0
0.0 145.0 452.4 649.8 0.0 0.0
0.0 144.1 241.2 448.1 0.0 0.0
0.0 144.1 1,887.9 2,351.9 0.0 0.0
0.0 74.2 223.5 348.7 0.0 0.0
0.0 74.2 214.0 333.9 0.0 0.0
0.0 74.2 3,743.0 4,451.2 0.0 0.0
Totals: 14,743.2 22,535.9 0.00 0.00
203.0 0.0 0.0 186.0
1,655.3 0.0 0.0 1,918.6
3,638.4 0.0 0.0 4,132.1
Page: 5
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSIITIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:54 PM
Load Case: 1.2D + 1.6W
Gust Response Factor :1.10
Dead Load Factor :1.20
Wind Load Factor :1.60
85 mph with No Ice 25 Iterations
Wind Importance Factor 1.00
Calculated Forces
Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total
Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation
(ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio
0.00 -22.50 -14.63 0.00 -1,165.49 0.00 1,165.49 2,382.61 1,191.31 3,536.89 1,746.74 0.00 0.00 0.677
5.00 -21.70 -14.35 0.00 -1,092.34 0.00 1,092.34 2,349.77 1,174.89 3,400.15 1,679.21 0.14 -0.27 0.660
10.00 -20.71 -14.04 0.00 -1,020.59 0.00 1,020.59 2,315.56 1,157.78 3,263.94 1,611.94 0.57 -0.54 0.642
15.00 -19.74 -13.67 0.00 -950.39 0.00 950.39 2,279.97 1,139.99 3,128.41 1,545.00 1.28 -0.81 0.624
20.00 -18.79 -13.30 0.00 -882.04 0.00 882.04 2,243.01 1,121.51 2,993.71 1,478.48 2.28 -1.09 0.605
25.00 -17.86 -12.94 0.00 -815.53 0.00 815.53 2,204.68 1,102.34 2,860.00 1,412.45 3.57 -1.36 0.586
30.00 -16.98 -12.67 0.00 -750.86 0.00 750.86 2,164.98 1,082.49 2,727.44 1,346.98 5.14 -1.64 0.565
31.00 -16.01 -11.44 0.00 -738.19 0.00 738.19 2,156.88 1,078.44 2,701.08 1,333.96 5.49 -1.70 0.561
35.00 -15.34 -11.22 0.00 -692.44 0.00 692.44 2,123.91 1,061.95 2,596.17 1,282.15 7.01 -1.93 0.547
40.00 -14.53 -10.96 0.00 -636.35 0.00 636.35 2,081.46 1,040.73 2,466.35 1,218.04 9.18 -2.21 0.530
40.00 -14.53 -10.96 0.00 -636.35 0.00 636.35 1,804.33 902.16 2,142.61 1,058.15 9.18 -2.21 0.610
45.00 -13.79 -10.70 0.00 -581.56 0.00 581.56 1,769.26 884.63 2,034.72 1,004.87 11.64 -2.49 0.587
50.00 -13.08 -10.43 0.00 -528.07 0.00 528.07 1,732.82 866.41 1,927.93 952.13 14.42 -2.80 0.562
55.00 -12.39 -10.23 0.00 -475.91 0.00 475.91 1,695.00 847.50 1,822.40 900.01 17.52 -3.12 0.536
57.00 -11.76 -9.33 0.00 -455.46 0.00 455.46 1,679.50 839.75 1,780.57 879.35 18.85 -3.24 0.525
60.00 -11.36 -9.13 0.00 -427.46 0.00 427.46 1,655.82 827.91 1,718.27 848.59 20.95 -3.44 0.511
65.00 -10.73 -8.86 0.00 -381.81 0.00 381.81 1,615.26 807.63 1,615.70 797.94 24.71 -3.75 0.485
70.00 -10.12 -8.60 0.00 -337.50 0.00 337.50 1,563.28 781.64 1,505.17 743.35 28.80 -4.05 0.461
75.00 -9.53 -8.33 0.00 -294.51 0.00 294.51 1,503.20 751.60 1,391.05 686.99 33.20 -4.36 0.435
80.00 -8.96 -8.06 0.00 -252.87 0.00 252.87 1,443.12 721.56 1,281.42 632.84 37.92 -4.65 0.406
85.00 -8.41 -7.79 0.00 -212.57 0.00 212.57 1,383.04 691.52 1,176.29 580.93 42.94 -4.93 0.372
85.00 -8.41 -7.79 0.00 -212.57 0.00 212.57 1,231.23 615.61 1,050.33 518.72 42.94 -4.93 0.417
90.00 -7.92 -7.53 0.00 -173.61 0.00 173.61 1,177.82 588.91 960.67 474.44 48.24 -5.20 0.373
95.00 -7.28 -7.05 0.00 -135.95 0.00 135.95 1,124.42 562.21 875.02 432.14 53.84 -5.48 0.321
100.00 -6.83 -6.80 0.00 -100.68 0.00 100.68 1,071.02 535.51 793.36 391.81 59.69 -5.72 0.264
105.00 -4.67 -4.69 0.00 -66.70 0.00 66.70 1,017.62 508.81 715.70 353.46 65.78 -5.91 0.193
110.00 -4.34 -4.44 0.00 -43.23 0.00 43.23 964.21 482.11 642.05 317.08 72.05 -6.06 0.141
115.00 -4.02 -4.20 0.00 -21.01 0.00 21.01 910.81 455.41 572.39 282.68 78.45 -6.17 0.079
120.00 0.00 -3.74 0.00 0.00 0.00 0.00 857.41 428.70 506.73 250.25 84.93 -6.21 0.000
Page: 6
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSI/TIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:54 PM
Load Case: 0.9D + 1.6W
Gust Response Factor :1.10
Dead Load Factor :0.90
Wind Load Factor :1.60
85 mph with No Ice (Reduced DL)
25 Iterations
Wind Importance Factor :1.00
Applied Segment Forces Summary
Shaft Forces
Seg
Elev
(ft)
Description
Discrete Forces
Linear Forces
Sum of Forces
Dead
Wind FX Load
(Ib) (Ib)
Torsion Moment
Wind FX MY MZ
(Ib) (Ib -ft) (Ib -ft)
Dead
Load
(Ib)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
31.00 Appertunance(s)
35.00
40.00
45.00
50.00
55.00
57.00
60.00
65.00
70.00
75.00
80.00
85.00
90.00
95.00
100.00
105.00
110.00
115.00
120.00
Top - Section 1
Appertunance(s)
Top - Section 2
Appertunance(s)
Appertunance(s)
Appertunance(s)
167.4 0.0
330.6 547.6
354.0 533.7
376.5 519.8
366.4 506.0
356.3 492.1
210.4 478.2
151.3 94.0
263.8 370.4
295.1 450.5
295.8 393.4
295.1 380.9
205.8 368.4
146.0 143.9
231.8 212.1
286.6 343.5
282.1 331.0
276.8 318.5
270.8 306.0
264.2 293.6
257.1 250.2
249.4 239.1
241.2 228.0
232.6 216.9
223.5 205.9
214.0 194.8
104.6 183.7
1,080.8 0.0 0.0
744.1 0.0 0.0
Dead Dead Torsion Moment
Wind FX Load Wind FX Load MY MZ
(Ib) (Ib) (Ib) (Ib) (Ib -ft) (Ib)
0.0 0.0 167.4 0.0 0.0 0.0
0.0 0.0 330.6 547.6 0.0 0.0
0.0 164.1 354.0 697.8 0.0 0.0
77.9 164.1 454.4 683.9 0.0 0.0
77.9 164.1 444.4 670.0 0.0 0.0
77.9 164.1 434.3 656.2 0.0 0.0
77.9 164.1 288.3 642.3 0.0 0.0
601.2 15.7 32.8 1,247.9 728.0 0.0 0.0
0.0 101.7 263.8 472.1 0.0 0.0
0.0 127.2 295.1 577.7 0.0 0.0
0.0 127.2 295.8 520.6 0.0 0.0
0.0 127.2 295.1 508.1 0.0 0.0
0.0 127.2 205.8 495.6 0.0 0.0
297.0 0.0 50.9 890.1 491.8 0.0 0.0
0.0 65.2 231.8 277.3 0.0 0.0
0.0 108.7 286.6 452.2 0.0 0.0
0.0 108.7 282.1 439.7 0.0 0.0
0.0 108.7 276.8 427.3 0.0 0.0
0.0 108.7 270.8 414.8 0.0 0.0
0.0 108.7 264.2 402.3 0.0 0.0
0.0 108.7 257.1 359.0 0.0 0.0
0.0 108.7 452.4 487.4 0.0 0.0
0.0 108.1 241.2 336.1 0.0 0.0
0.0 108.1 1,887.9 1,763.9 0.0 0.0
0.0 55.7 223.5 261.5 0.0 0.0
0.0 55.7 214.0 250.4 0.0 0.0
0.0 55.7 3,743.0 3,338.4 0.0 0.0
Totals: 14,598.0 16,901.9 0.00 0.00
203.0 0.0 0.0 139.5
1,655.3 0.0 0.0 1,438.9
3,638.4 0.0 0.0 3,099.1
Page: 7
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSIITIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:55 PM
Load Case: 0.9D + 1.6W
Gust Response Factor :1.10
Dead Load Factor :0.90
Wind Load Factor :1.60
85 mph with No Ice (Reduced DL) 25 Iterations
Wind Importance Factor 1.00
Calculated Forces
Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total
Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation
(ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio
0.00 -16.87 -14.47 0.00 -1,143.81 0.00 1,143.81 2,382.61 1,191.31 3,536.89 1,746.74 0.00 0.00 0.662
5.00 -16.26 -14.21 0.00 -1,071.46 0.00 1,071.46 2,349.77 1,174.89 3,400.15 1,679.21 0.14 -0.26 0.645
10.00 -15.50 -13.93 0.00 -1,000.40 0.00 1,000.40 2,315.56 1,157.78 3,263.94 1,611.94 0.56 -0.53 0.627
15.00 -14.75 -13.53 0.00 -930.76 0.00 930.76 2,279.97 1,139.99 3,128.41 1,545.00 1.26 -0.80 0.609
20.00 -14.03 -13.14 0.00 -863.10 0.00 863.10 2,243.01 1,121.51 2,993.71 1,478.48 2.23 -1.07 0.590
25.00 -13.32 -12.76 0.00 -797.37 0.00 797.37 2,204.68 1,102.34 2,860.00 1,412.45 3.50 -1.34 0.571
30.00 -12.65 -12.49 0.00 -733.57 0.00 733.57 2,164.98 1,082.49 2,727.44 1,346.98 5.04 -1.61 0.551
31.00 -11.93 -11.25 0.00 -721.08 0.00 721.08 2,156.88 1,078.44 2,701.08 1,333.96 5.38 -1.66 0.546
35.00 -11.42 -11.02 0.00 -676.08 0.00 676.08 2,123.91 1,061.95 2,596.17 1,282.15 6.87 -1.88 0.533
40.00 -10.80 -10.76 0.00 -620.96 0.00 620.96 2,081.46 1,040.73 2,466.35 1,218.04 8.99 -2.16 0.515
40.00 -10.80 -10.76 0.00 -620.96 0.00 620.96 1,804.33 902.16 2,142.61 1,058.15 8.99 -2.16 0.593
45.00 -10.24 -10.50 0.00 -567.16 0.00 567.16 1,769.26 884.63 2,034.72 1,004.87 11.40 -2.43 0.570
50.00 -9.69 -10.23 0.00 -514.68 0.00 514.68 1,732.82 866.41 1,927.93 952.13 14.11 -2.74 0.546
55.00 -9.17 -10.03 0.00 -463.53 0.00 463.53 1,695.00 847.50 1,822.40 900.01 17.15 -3.05 0.521
57.00 -8.70 -9.14 0.00 -443.47 0.00 443.47 1,679.50 839.75 1,780.57 879.35 18.45 -3.17 0.510
60.00 -8.40 -8.93 0.00 -416.04 0.00 416.04 1,655.82 827.91 1,718.27 848.59 20.50 -3.36 0.495
65.00 -7.92 -8.66 0.00 -371.39 0.00 371.39 1,615.26 807.63 1,615.70 797.94 24.18 -3.66 0.470
70.00 -7.46 -8.39 0.00 -328.10 0.00 328.10 1,563.28 781.64 1,505.17 743.35 28.17 -3.96 0.446
75.00 -7.01 -8.12 0.00 -286.16 0.00 286.16 1,503.20 751.60 1,391.05 686.99 32.47 -4.25 0.421
80.00 -6.58 -7.85 0.00 -245.58 0.00 245.58 1,443.12 721.56 1,281.42 632.84 37.07 -4.54 0.393
85.00 -6.17 -7.58 0.00 -206.35 0.00 206.35 1,383.04 691.52 1,176.29 580.93 41.97 -4.81 0.360
85.00 -6.17 -7.58 0.00 -206.35 0.00 206.35 1,231.23 615.61 1,050.33 518.72 41.97 -4.81 0.403
90.00 -5.80 -7.32 0.00 -168.46 0.00 168.46 1,177.82 588.91 960.67 474.44 47.15 -5.07 0.360
95.00 -5.32 -6.85 0.00 -131.87 0.00 131.87 1,124.42 562.21 875.02 432.14 52.60 -5.34 0.310
100.00 -4.99 -6.59 0.00 -97.63 0.00 97.63 1,071.02 535.51 793.36 391.81 58.31 -5.57 0.254
105.00 -3.40 -4.55 0.00 -64.66 0.00 64.66 1,017.62 508.81 715.70 353.46 64.25 -5.76 0.186
110.00 -3.16 -4.31 0.00 -41.91 0.00 41.91 964.21 482.11 642.05 317.08 70.35 -5.91 0.136
115.00 -2.93 -4.07 0.00 -20.37 0.00 20.37 910.81 455.41 572.39 282.68 76.59 -6.01 0.075
120.00 0.00 -3.74 0.00 0.00 0.00 0.00 857.41 428.70 506.73 250.25 82.90 -6.05 0.000
Page: 8
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSIITIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:55 PM
Load Case: 1.2D + 1.0Di + 1.0Wi
Gust Response Factor :1.10
Dead Load Factor :1.20
Wind Load Factor :1.00
30 mph with 0.25 in Radial Ice
Ice Dead Load Factor 1.00
23 Iterations
Wind Importance Factor 1.00
Ice Importance Factor :1.00
Applied Segment Forces Summary
Shaft Forces
Seg
Elev
(ft)
Description
Discrete Forces
Linear Forces Sum of Forces
Dead
Wind FX Load
(Ib) (Ib)
Torsion Moment
Wind FX MY MZ
(Ib) (Ib -ft) (Ib -ft)
Dead
Load
(Ib)
0.00
5.00
10.00
15.00
20.00
25.00
30.00
31.00 Appertunance(s)
35.00
40.00
45.00
50.00
55.00
57.00
60.00
65.00
70.00
75.00
80.00
85.00
90.00
95.00
100.00
105.00
110.00
115.00
120.00
Top - Section 1
Appertunance(s)
Top - Section 2
Appertunance(s)
Appertunance(s)
Appertunance(s)
16.0 0.0
31.6 819.7
30.8 809.2
30.1 793.2
29.3 775.5
28.6 756.8
16.9 737.5
14.0 145.4
25.4 572.9
28.5 697.8
28.6 619.9
28.6 601.3
20.0 582.6
14.2 228.1
22.5 336.3
27.9 544.7
27.5 525.6
27.0 506.5
26.5 487.2
25.9 467.9
25.3 407.4
24.6 389.8
23.9 372.1
23.1 354.4
22.3 336.6
21.4 318.8
10.5 301.0
93.2 0.0 0.0 1,134.1
80.9 0.0 0.0
625.3
18.6 0.0 0.0 132.7
140.8 0.0 0.0 2,559.7
315.6 0.0 0.0 5,551.9
Page: 9
Dead Dead Torsion Moment
Wind FX Load Wind FX Load MY MZ
(Ib) (Ib) (Ib) (Ib) (Ib -ft) (Ib)
0.0 0.0 16.0 0.0 0.0 0.0
0.0 0.0 31.6 819.7 0.0 0.0
0.0 297.7 30.8 1,106.9 0.0 0.0
8.4 300.8 38.5 1,094.0 0.0 0.0
8.4 302.9 37.8 1,078.3 0.0 0.0
8.5 304.5 37.1 1,061.3 0.0 0.0
8.5 305.8 25.4 1,043.3 0.0 0.0
1.7 61.3 109.0 1,340.8 0.0 0.0
0.0 161.2 25.4 734.0 0.0 0.0
0.0 201.8 28.5 899.6 0.0 0.0
0.0 202.1 28.6 822.1 0.0 0.0
0.0 202.4 28.6 803.8 0.0 0.0
0.0 202.7 20.0 785.3 0.0 0.0
0.0 81.2 95.1 934.6 0.0 0.0
0.0 88.9 22.5 425.2 0.0 0.0
0.0 148.2 27.9 692.9 0.0 0.0
0.0 148.2 27.5 673.9 0.0 0.0
0.0 148.3 27.0 654.7 0.0 0.0
0.0 148.3 26.5 635.5 0.0 0.0
0.0 148.3 25.9 616.2 0.0 0.0
0.0 148.4 25.3 555.7 0.0 0.0
0.0 148.4 43.2 670.9 0.0 0.0
0.0 144.1 23.9 516.2 0.0 0.0
0.0 144.1 163.8 3,058.1 0.0 0.0
0.0 74.2 22.3 410.8 0.0 0.0
0.0 74.2 21.4 393.0 0.0 0.0
0.0 74.2 326.0 5,927.1 0.0 0.0
Totals: 1,335.53 27,753.9 0.00 0.00
`Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSI/TIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:56 PM
Load Case: 1.2D + 1.0Di + 1.0Wi
Gust Response Factor :1.10
Dead Load Factor :1.20
Wind Load Factor :1.00
30 mph with 0.25 in Radial Ice
Ice Dead Load Factor 1.00
23 Iterations
Wind Importance Factor 1.00
Ice Importance Factor :1.00
Calculated Forces
Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total
Eiev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation
(ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio
0.00 -27.75 -1.33 0.00 -107.76 0.00 107.76 2,382.61 1,191.31 3,536.89 1,746.74 0.00 0.00 0.073
5.00 -26.93 -1.31 0.00 -101.13 0.00 101.13 2,349.77 1,174.89 3,400.15 1,679.21 0.01 -0.02 0.072
10.00 -25.83 -1.29 0.00 -94.60 0.00 94.60 2,315.56 1,157.78 3,263.94 1,611.94 0.05 -0.05 0.070
15.00 -24.73 -1.26 0.00 -88.18 0.00 88.18 2,279.97 1,139.99 3,128.41 1,545.00 0.12 -0.08 0.068
20.00 -23.65 -1.23 0.00 -81.90 0.00 81.90 2,243.01 1,121.51 2,993.71 1,478.48 0.21 -0.10 0.066
25.00 -22.59 -1.20 0.00 -75.76 0.00 75.76 2,204.68 1,102.34 2,860.00 1,412.45 0.33 -0.13 0.064
30.00 -21.55 -1.18 0.00 -69.77 0.00 69.77 2,164.98 1,082.49 2,727.44 1,346.98 0.48 -0.15 0.062
31.00 -20.21 -1.07 0.00 -68.59 0.00 68.59 2,156.88 1,078.44 2,701.08 1,333.96 0.51 -0.16 0.061
35.00 -19.47 -1.05 0.00 -64.32 0.00 64.32 2,123.91 1,061.95 2,596.17 1,282.15 0.65 -0.18 0.059
40.00 -18.57 -1.03 0.00 -59.07 0.00 59.07 2,081.46 1,040.73 2,466.35 1,218.04 0.85 -0.20 0.057
40.00 -18.57 -1.03 0.00 -59.07 0.00 59.07 1,804.33 902.16 2,142.61 1,058.15 0.85 -0.20 0.066
45.00 -17.75 -1.00 0.00 -53.94 0.00 53.94 1,769.26 884.63 2,034.72 1,004.87 1.08 -0.23 0.064
50.00 -16.95 -0.98 0.00 -48.93 0.00 48.93 1,732.82 866.41 1,927.93 952.13 1.34 -0.26 0.061
55.00 -16.16 -0.96 0.00 -44.03 0.00 44.03 1,695.00 847.50 1,822.40 900.01 1.63 -0.29 0.058
57.00 -15.23 -0.87 0.00 -42.11 0.00 42.11 1,679.50 839.75 1,780.57 879.35 1.75 -0.30 0.057
60.00 -14.80 -0.85 0.00 -39.51 0.00 39.51 1,655.82 827.91 1,718.27 848.59 1.94 -0.32 0.056
65.00 -14.11 -0.82 0.00 -35.28 0.00 35.28 1,615.26 807.63 1,615.70 797.94 2.29 -0.35 0.053
70.00 -13.43 -0.80 0.00 -31.17 0.00 31.17 1,563.28 781.64 1,505.17 743.35 2.67 -0.38 0.051
75.00 -12.78 -0.77 0.00 -27.19 0.00 27.19 1,503.20 751.60 1,391.05 686.99 3.08 -0.40 0.048
80.00 -12.14 -0.75 0.00 -23.33 0.00 23.33 1,443.12 721.56 1,281.42 632.84 3.52 -0.43 0.045
85.00 -11.53 -0.72 0.00 -19.60 0.00 19.60 1,383.04 691.52 1,176.29 580.93 3.98 -0.46 0.042
85.00 -11.53 -0.72 0.00 -19.60 0.00 19.60 1,231.23 615.61 1,050.33 518.72 3.98 -0.46 0.047
90.00 -10.97 -0.70 0.00 -16.00 0.00 16.00 1,177.82 588.91 960.67 474.44 4.47 -0.48 0.043
95.00 -10.30 -0.65 0.00 -12.53 0.00 12.53 1,124.42 562.21 875.02 432.14 4.99 -0.51 0.038
100.00 -9.78 -0.63 0.00 -9.28 0.00 9.28 1,071.02 535.51 793.36 391.81 5.54 -0.53 0.033
105.00 -6.73 -0.43 0.00 -6.15 0.00 6.15 1,017.62 508.81 715.70 353.46 6.10 -0.55 0.024
110.00 -6.32 -0.41 0.00 -3.98 0.00 3.98 964.21 482.11 642.05 317.08 6.68 -0.56 0.019
115.00 -5.92 -0.39 0.00 -1.93 0.00 1.93 910.81 455.41 572.39 282.68 7.28 -0.57 0.013
120.00 0.00 -0.33 0.00 0.00 0.00 0.00 857.41 428.70 506.73 250.25 7.88 -0.57 0.000
Page: 10
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSI/TIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:56 PM
Load Case: 1.OD + 1.OW
Gust Response Factor :1.10
Dead Load Factor :1.00
Wind Load Factor :1.00
Serviceability 60 mph 24 Iterations
Wind Importance Factor 1.00
Applied Segment Forces Summary
Shaft Forces Discrete Forces Linear Forces Sum of Forces
Seg
Elev
(ft)
Description
0.00
5.00
10.00
15.00
20.00
25.00
30.00
31.00 Appertunance(s)
35.00
40.00 Top - Section 1
45.00
50.00
55.00
57.00 Appertunance(s)
60.00
65.00
70.00
75.00
80.00
85.00 Top - Section 2
90.00
95.00 Appertunance(s)
100.00
105.00 Appertunance(s)
110.00
115.00
120.00 Appertunance(s)
Dead Torsion Moment Dead Dead Dead Torsion Moment
Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ
(Ib) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib) (Ib) (Ib) (Ib) (Ib) (lb -ft) (Ib)
52.1 0.0 0.0 0.0 52.1 0.0 0.0 0.0
102.9 608.4 0.0 0.0 102.9 608.4 0.0 0.0
110.2 593.0 0.0 182.3 110.2 775.3 0.0 0.0
117.3 577.6 24.3 182.3 141.5 759.9 0.0 0.0
114.1 562.2 24.3 182.3 138.4 744.5 0.0 0.0
111.0 546.8 24.3 182.3 135.2 729.1 0.0 0.0
65.5 531.4 24.3 182.3 89.8 713.7 0.0 0.0
47.1 104.4 336.6 0.0 0.0 668.0 4.9 36.5 388.6 808.9 0.0 0.0
82.2 411.5 0.0 113.1 82.2 524.6 0.0 0.0
91.9 500.6 0.0 141.3 91.9 641.9 0.0 0.0
92.1 437.1 0.0 141.3 92.1 578.4 0.0 0.0
91.9 423.2 0.0 141.3 91.9 564.6 0.0 0.0
64.1 409.4 0.0 141.3 64.1 550.7 0.0 0.0
45.5 159.9 231.7 0.0 0.0 330.0 0.0 56.5 277.2 546.4 0.0 0.0
72.2 235.6 0.0 72.5 72.2 308.1 0.0 0.0
89.3 381.6 0.0 120.8 89.3 502.5 0.0 0.0
87.8 367.8 0.0 120.8 87.8 488.6 0.0 0.0
86.2 353.9 0.0 120.8 86.2 474.7 0.0 0.0
84.3 340.0 0.0 120.8 84.3 460.9 0.0 0.0
82.3 326.2 0.0 120.8 82.3 447.0 0.0 0.0
80.1 278.0 0.0 120.8 80.1 398.9 0.0 0.0
77.7 265.7 63.2 0.0 0.0 155.0 0.0 120.8 140.9 541.5 0.0 0.0
75.1 253.4 0.0 120.1 75.1 373.4 0.0 0.0
72.4 241.1 515.5 0.0 0.0 1,598.8 0.0 120.1 587.9 1,959.9 0.0 0.0
69.6 228.7 0.0 61.8 69.6 290.6 0.0 0.0
66.6 216.4 0.0 61.8 66.6 278.2 0.0 0.0
32.6 204.1 1,133.1 0.0 0.0 3,443.4 0.0 61.8 1,165.6 3,709.3 0.0 0.0
Totals: 4,546.10 18,779.9 0.00 0.00
Page: 11
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSI/TIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:57 PM
Load Case: 1.0D + 1.0W
Gust Response Factor :1.10
Dead Load Factor :1.00
Wind Load Factor :1.00
Serviceability 60 mph
24 Iterations
Wind Importance Factor 1.00
Calculated Forces
Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total
Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation
(ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio
0.00 -18.78 -4.51 0.00 -358.63 0.00 358.63 2,382.61 1,191.31 3,536.89 1,746.74 0.00 0.00 0.213
5.00 -18.16 -4.43 0.00 -336.09 0.00 336.09 2,349.77 1,174.89 3,400.15 1,679.21 0.04 -0.08 0.208
10.00 -17.38 -4.34 0.00 -313.94 0.00 313.94 2,315.56 1,157.78 3,263.94 1,611.94 0.18 -0.17 0.202
15.00 -16.61 -4.22 0.00 -292.22 0.00 292.22 2,279.97 1,139.99 3,128.41 1,545.00 0.39 -0.25 0.196
20.00 -15.87 -4.11 0.00 -271.10 0.00 271.10 2,243.01 1,121.51 2,993.71 1,478.48 0.70 -0.33 0.190
25.00 -15.13 -3.99 0.00 -250.58 0.00 250.58 2,204.68 1,102.34 2,860.00 1,412.45 1.10 -0.42 0.184
30.00 -14.41 -3.91 0.00 -230.64 0.00 230.64 2,164.98 1,082.49 2,727.44 1,346.98 1.58 -0.50 0.178
31.00 -13.61 -3.52 0.00 -226.73 0.00 226.73 2,156.88 1,078.44 2,701.08 1,333.96 1.69 -0.52 0.176
35.00 -13.08 -3.45 0.00 -212.66 0.00 212.66 2,123.91 1,061.95 2,596.17 1,282.15 2.16 -0.59 0.172
40.00 -12.43 -3.37 0.00 -195.41 0.00 195.41 2,081.46 1,040.73 2,466.35 1,218.04 2.82 -0.68 0.166
40.00 -12.43 -3.37 0.00 -195.41 0.00 195.41 1,804.33 902.16 2,142.61 1,058.15 2.82 -0.68 0.192
45.00 -11.85 -3.29 0.00 -178.56 0.00 178.56 1,769.26 884.63 2,034.72 1,004.87 3.58 -0.76 0.184
50.00 -11.28 -3.21 0.00 -162.11 0.00 162.11 1,732.82 866.41 1,927.93 952.13 4.43 -0.86 0.177
55.00 -10.73 -3.15 0.00 -146.07 0.00 146.07 1,695.00 847.50 1,822.40 900.01 5.39 -0.96 0.169
57.00 -10.18 -2.87 0.00 -139.77 0.00 139.77 1,679.50 839.75 1,780.57 879.35 5.80 -1.00 0.165
60.00 -9.87 -2.81 0.00 -131.16 0.00 131.16 1,655.82 827.91 1,718.27 848.59 6.44 -1.06 0.161
65.00 -9.37 -2.72 0.00 -117.13 0.00 117.13 1,615.26 807.63 1,615.70 797.94 7.60 -1.15 0.153
70.00 -8.88 -2.64 0.00 -103.51 0.00 103.51 1,563.28 781.64 1,505.17 743.35 8.85 -1.25 0.145
75.00 -8.40 -2.56 0.00 -90.31 0.00 90.31 1,503.20 751.60 1,391.05 686.99 10.21 -1.34 0.137
80.00 -7.94 -2.47 0.00 -77.54 0.00 77.54 1,443.12 721.56 1,281.42 632.84 11.66 -1.43 0.128
85.00 -7.49 -2.39 0.00 -65.17 0.00 65.17 1,383.04 691.52 1,176.29 580.93 13.20 -1.52 0.118
85.00 -7.49 -2.39 0.00 -65.17 0.00 65.17 1,231.23 615.61 1,050.33 518.72 13.20 -1.52 0.132
90.00 -7.09 -2.31 0.00 -53.22 0.00 53.22 1,177.82 588.91 960.67 474.44 14.83 -1.60 0.118
95.00 -6.55 -2.16 0.00 -41.67 0.00 41.67 1,124.42 562.21 875.02 432.14 16.55 -1.68 0.102
100.00 -6.18 -2.08 0.00 -30.86 0.00 30.86 1,071.02 535.51 793.36 391.81 18.35 -1.75 0.085
105.00 -4.23 -1.44 0.00 -20.44 0.00 20.44 1,017.62 508.81 715.70 353.46 20.22 -1.82 0.062
110.00 -3.94 -1.36 0.00 -13.25 0.00 13.25 964.21 482.11 642.05 317.08 22.15 -1.86 0.046
115.00 -3.67 -1.29 0.00 -6.44 0.00 6.44 910.81 455.41 572.39 282.68 24.12 -1.89 0.027
120.00 0.00 -1.17 0.00 0.00 0.00 0.00 857.41 428.70 506.73 250.25 26.11 -1.91 0.000
Page: 12
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSI/TIA-222-G
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:57 PM
Equivalent Lateral Forces Method Analysis
(Based on ASCE7-10 Chapters 11, 12, 15)
Spectral Response Acceleration for Short Period (S s):
Spectral Response Acceleration at 1.0 Second Period (S 1):
Long -Period Transition Period (T L):
Importance Factor (I E):
Site Coefficient F a:
Site Coeffiecient F ,,:
Response Modification Coefficient (R):
Design Spectral Response Acceleration at Short Period (S ds):
Design Spectral Response Acceleration at 1.0 Second Period (S
Seismic Response Coefficient (C s):
Upper Limit C s
Lower Limit C s
Period based on Rayleigh Method (sec):
Redundancy Factor (p):
Seismic Force Distribution Exponent (k):
Total Unfactored Dead Load:
Seismic Base Shear (E):
d1):
1.50
0.56
6
1.00
1.00
1.50
1.50
1.00
0.56
0.14
0.14
0.04
2.61
1.30
2.00
18.78 k
3.50 k
Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method
Height
Above
Base Weight
Segment
(ft) (Ib)
Horizontal Vertical
W z Force Force
(lb -ft) C vx (Ib) (Ib)
26 117.50 266 3,671 0.032 111 372
25 112.50 278 3,522 0.030 107 389
24 107.50 291 3,358 0.029 102 407
23 102.50 361 3,794 0.033 115 505
22 97.50 373 3,550 0.031 107 523
21 92.50 387 3,307 0.029 100 541
20 87.50 399 3,054 0.026 92 558
19 82.50 447 3,042 0.026 92 626
18 77.50 461 2,768 0.024 84 645
17 72.50 475 2,495 0.022 75 664
16 67.50 489 2,226 0.019 67 684
15 62.50 502 1,963 0.017 59 703
14 58.50 308 1,055 0.009 32 431
13 56.00 216 679 0.006 21 303
12 52.50 551 1,518 0.013 46 771
11 47.50 565 1,274 0.011 39 790
10 42.50 578 1,045 0.009 32 810
9 37.50 642 903 0.008 27 898
8 33.00 525 571 0.005 17 734
7 30.50 141 131 0.001 4 197
6 27.50 714 540 0.005 16 999
5 22.50 729 369 0.003 11 1,020
4 17.50 744 228 0.002 7 1,042
Page: 13
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSIITIA-222-G
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:57 PM
3 12.50 760 119 0.001 4 1,064
2 7.50 775 44 0.000 1 1,085
1 2.50 608 4 0.000 0 852
ClearComm CCDP-565-1 120.00 42 605 0.005 18 59
Commscope E15R05P19 120.00 66 950 0.008 29 92
GPS 120.00 10 144 0.001 4 14
Raycap RxxDC-3315-PF 120.00 32 461 0.004 14 45
Raycap RCMDC-3315-PF 120.00 21 308 0.003 9 30
Ericsson RRUS 11 w/ 120.00 216 3,110 0.027 94 302
Ericsson RRUS 12 w/ 120.00 214 3,089 0.027 93 300
Ericsson RRUS 12 w/ 120.00 214 3,089 0.027 93 300
Antel BXA-80090/8CF 120.00 69 994 0.009 30 97
Antel CWWX063X19G00 120.00 108 1,555 0.013 47 151
Antel OCT458KBU105L 120.00 450 6,480 0.056 196 630
Round Platform w/ Ha 120.00 2,000 28,800 0.249 871 2,799
Trimble Acutime 2000 105.00 1 14 0.000 0 2
Generic Radio/ODU 105.00 30 331 0.003 10 42
Samsung 800 MHz RRH 105.00 357 3,936 0.034 119 500
Samsung 2.5GHz 8T8R 105.00 179 1,978 0.017 60 251
Samsung RRH-P4 (1.9 105.00 188 2,077 0.018 63 264
Andrew Microwaves PX 105.00 28 309 0.003 9 39
Side Arms 105.00 560 6,174 0.053 187 784
KMW ETCR-654L12H6 105.00 255 2,808 0.024 85 356
Procom CXL 900-3LW 95.00 2 14 0.000 0 2
5" x 3" x 2" Cavity 95.00 2 14 0.000 0 2
Low Noise Amplifier 95.00 2 18 0.000 1 3
Flat Side Arm 95.00 150 1,354 0.012 41 210
Decibel DB844H65E-XY 57.00 80 260 0.002 8 112
Round T -Arm 57.00 250 812 0.007 25 350
Decibel DB844G45ZAXY 31.00 168 161 0.001 5 235
Round T -Arm 31.00 500 481 0.004 15 700
18,780 115,552 1.000 3,496 26,284
Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method
Height
Above
Base Weight W Z
Segment (ft) (Ib) (Ib -ft) C vx
Horizontal
Force
Vertical
Force
(Ib) (Ib)
26 117.50 266 3,671 0.032 111 186
25 112.50 278 3,522 0.030 107 195
24 107.50 291 3,358 0.029 102 204
23 102.50 361 3,794 0.033 115 253
22 97.50 373 3,550 0.031 107 262
21 92.50 387 3,307 0.029 100 271
20 87.50 399 3,054 0.026 92 279
19 82.50 447 3,042 0.026 92 313
18 77.50 461 2,768 0.024 84 323
17 72.50 475 2,495 0.022 75 332
16 67.50 489 2,226 0.019 67 342
15 62.50 502 1,963 0.017 59 352
14 58.50 308 1,055 0.009 32 216
13 56.00 216 679 0.006 21 152
12 52.50 551 1,518 0.013 46 386
11 47.50 565 1,274 0.011 39 395
10 42.50 578 1,045 0.009 32 405
9 37.50 642 903 0.008 27 450
8 33.00 525 571 0.005 17 367
7 30.50 141 131 0.001 4 99
6 27.50 714 540 0.005 16 500
5 22.50 729 369 0.003 11 511
4 17.50 744 228 0.002 7 521
Page: 14
'Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSI/TIA-222-G
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:57 PM
3 12.50 760 119 0.001 4 532
2 7.50 775 44 0.000 1 543
1 2.50 608 4 0.000 0 426
ClearComm CCDP-565-1 120.00 42 605 0.005 18 29
Commscope E15R05P19 120.00 66 950 0.008 29 46
GPS 120.00 10 144 0.001 4 7
Raycap RxxDC-3315-PF 120.00 32 461 0.004 14 22
Raycap RCMDC-3315-PF 120.00 21 308 0.003 9 15
Ericsson RRUS 11 w/ 120.00 216 3,110 0.027 94 151
Ericsson RRUS 12 w/ 120.00 214 3,089 0.027 93 150
Ericsson RRUS 12 wl 120.00 214 3,089 0.027 93 150
Ante/ BXA-80090/8CF 120.00 69 994 0.009 30 48
Ante/ CWWX063X19G00 120.00 108 1,555 0.013 47 76
Ante! OCT458KBU105L 120.00 450 6,480 0.056 196 315
Round Platform w/ Ha 120.00 2,000 28,800 0.249 871 1,401
Trimble Acutime 2000 105.00 1 14 0.000 0 1
Generic Radio/ODU 105.00 30 331 0.003 10 21
Samsung 800 MHz RRH 105.00 357 3,936 0.034 119 250
Samsung 2.5GHz 8T8R 105.00 179 1,978 0.017 60 126
Samsung RRH-P4 (1.9 105.00 188 2,077 0.018 63 132
Andrew Microwaves PX 105.00 28 309 0.003 9 20
Side Arms 105.00 560 6,174 0.053 187 392
KMW ETCR-654L12H6 105.00 255 2,808 0.024 85 178
Procom CXL 900-3LW 95.00 2 14 0.000 0 1
5" x 3" x 2" Cavity 95.00 2 14 0.000 0 1
Low Noise Amplifier 95.00 2 18 0.000 1 1
Flat Side Arm 95.00 150 1,354 0.012 41 105
Decibel DB844H65E-XY 57.00 80 260 0.002 8 56
Round T -Arm 57.00 250 812 0.007 25 175
Decibel DB844G45ZAXY 31.00 168 161 0.001 5 118
Round T -Arm 31.00 500 481 0.004 15 350
18,780 115,552 1.000 3,496 13,153
Page: 15
'Site Number: 83050 Code: ANSI/TIA-222-G
Site Name: Riverton, WA
Customer: CLEARWIRE
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:57 PM
Load Case (1.2 + 0.2Sds) * DL + E ELFM Seismic Equivalent Lateral Forces Method
Calculated Forces
Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total
Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation
(ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio
0.00 -25.43 -3.52 0.00 -381.77 0.00 381.77 2,382.61 1,191.31 3,536.89 1,746.74 0.00 0.00 0.229
5.00 -24.34 -3.55 0.00 -364.19 0.00 364.19 2,349.77 1,174.89 3,400.15 1,679.21 0.05 -0.09 0.227
10.00 -23.27 -3.58 0.00 -346.44 0.00 346.44 2,315.56 1,157.78 3,263.94 1,611.94 0.19 -0.18 0.225
15.00 -22.22 -3.61 0.00 -328.52 0.00 328.52 2,279.97 1,139.99 3,128.41 1,545.00 0.43 -0.27 0.222
20.00 -21.20 -3.63 0.00 -310.48 0.00 310.48 2,243.01 1,121.51 2,993.71 1,478.48 0.76 -0.37 0.219
25.00 -20.19 -3.64 0.00 -292.34 0.00 292.34 2,204.68 1,102.34 2,860.00 1,412.45 1.20 -0.47 0.216
30.00 -19.99 -3.65 0.00 -274.15 0.00 274.15 2,164.98 1,082.49 2,727.44 1,346.98 1.75 -0.57 0.213
31.00 -18.32 -3.62 0.00 -270.50 0.00 270.50 2,156.88 1,078.44 2,701.08 1,333.96 1.87 -0.59 0.211
35.00 -17.41 -3.61 0.00 -256.03 0.00 256.03 2,123.91 1,061.95 2,596.17 1,282.15 2.40 -0.67 0.208
40.00 -16.60 -3.60 0.00 -237.98 0.00 237.98 2,081.46 1,040.73 2,466.35 1,218.04 3.16 -0.78 0.203
40.00 -16.60 -3.60 0.00 -237.98 0.00 237.98 1,804.33 902.16 2,142.61 1,058.15 3.16 -0.78 0.234
45.00 -15.80 -3.58 0.00 -220.00 0.00 220.00 1,769.26 884.63 2,034.72 1,004.87 4.03 -0.88 0.228
50.00 -15.02 -3.55 0.00 -202.10 0.00 202.10 1,732.82 866.41 1,927.93 952.13 5.01 -1.00 0.221
55.00 -14.72 -3.55 0.00 -184.35 0.00 184.35 1,695.00 847.50 1,822.40 900.01 6.13 -1.12 0.214
57.00 -13.82 -3.48 0.00 -177.25 0.00 177.25 1,679.50 839.75 1,780.57 879.35 6.61 -1.17 0.210
60.00 -13.11 -3.43 0.00 -166.81 0.00 166.81 1,655.82 827.91 1,718.27 848.59 7.37 -1.25 0.205
65.00 -12.42 -3.37 0.00 -149.67 0.00 149.67 1,615.26 807.63 1,615.70 797.94 8.74 -1.37 0.195
70.00 -11.76 -3.30 0.00 -132.81 0.00 132.81 1,563.28 781.64 1,505.17 743.35 10.24 -1.49 0.186
75.00 -11.11 -3.23 0.00 -116.29 0.00 116.29 1,503.20 751.60 1,391.05 686.99 11.86 -1.61 0.177
80.00 -10.48 -3.14 0.00 -100.16 0.00 100.16 1,443.12 721.56 1,281.42 632.84 13.61 -1.73 0.166
85.00 -9.92 -3.05 0.00 -84.48 0.00 84.48 1,383.04 691.52 1,176.29 580.93 15.48 -1.84 0.153
85.00 -9.92 -3.05 0.00 -84.48 0.00 84.48 1,231.23 615.61 1,050.33 518.72 15.48 -1.84 0.171
90.00 -9.37 -2.95 0.00 -69.25 0.00 69.25 1,177.82 588.91 960.67 474.44 17.46 -1.94 0.154
95.00 -8.63 -2.79 0.00 -54.52 0.00 54.52 1,124.42 562.21 875.02 432.14 19.56 -2.05 0.134
100.00 -8.13 -2.67 0.00 -40.59 0.00 40.59 1,071.02 535.51 793.36 391.81 21.76 -2.15 0.111
105.00 -5.51 -1.94 0.00 -27.26 0.00 27.26 1,017.62 508.81 715.70 353.46 24.06 -2.23 0.083
110.00 -5.12 -1.82 0.00 -17.58 0.00 17.58 964.21 482.11 642.05 317.08 26.43 -2.29 0.061
115.00 -4.75 -1.70 0.00 -8.48 0.00 8.48 910.81 455.41 572.39 282.68 28.85 -2.33 0.035
120.00 0.00 -1.50 0.00 0.00 0.00 0.00 857.41 428.70 506.73 250.25 31.31 -2.35 0.000
Page: 16
'Site Number: 83050 Code: ANSI/TIA-222-G
Site Name: Riverton, WA
Customer: CLEARWIRE
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:58 PM
Load Case (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method
Calculated Forces
Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total
Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation
(ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio
0.00 -12.72 -3.51 0.00 -367.00 0.00 367.00 2,382.61 1,191.31 3,536.89 1,746.74 0.00 0.00 0.215
5.00 -12.18 -3.52 0.00 -349.47 0.00 349.47 2,349.77 1,174.89 3,400.15 1,679.21 0.05 -0.09 0.213
10.00 -11.64 -3.53 0.00 -331.86 0.00 331.86 2,315.56 1,157.78 3,263.94 1,611.94 0.18 -0.17 0.211
15.00 -11.11 -3.54 0.00 -314.19 0.00 314.19 2,279.97 1,139.99 3,128.41 1,545.00 0.41 -0.26 0.208
20.00 -10.60 -3.55 0.00 -296.47 0.00 296.47 2,243.01 1,121.51 2,993.71 1,478.48 0.73 -0.35 0.205
25.00 -10.09 -3.54 0.00 -278.74 0.00 278.74 2,204.68 1,102.34 2,860.00 1,412.45 1.15 -0.45 0.202
30.00 -9.99 -3.55 0.00 -261.02 0.00 261.02 2,164.98 1,082.49 2,727.44 1,346.98 1.67 -0.54 0.198
31.00 -9.15 -3.51 0.00 -257.47 0.00 257.47 2,156.88 1,078.44 2,701.08 1,333.96 1.79 -0.56 0.197
35.00 -8.69 -3.49 0.00 -243.42 0.00 243.42 2,123.91 1,061.95 2,596.17 1,282.15 2.29 -0.64 0.194
40.00 -8.28 -3.47 0.00 -225.96 0.00 225.96 2,081.46 1,040.73 2,466.35 1,218.04 3.02 -0.74 0.190
40.00 -8.28 -3.47 0.00 -225.96 0.00 225.96 1,804.33 902.16 2,142.61 1,058.15 3.02 -0.74 0.218
45.00 -7.88 -3.44 0.00 -208.60 0.00 208.60 1,769.26 884.63 2,034.72 1,004.87 3.85 -0.84 0.212
50.00 -7.49 -3.41 0.00 -191.39 0.00 191.39 1,732.82 866.41 1,927.93 952.13 4.79 -0.96 0.205
55.00 -7.34 -3.39 0.00 -174.36 0.00 174.36 1,695.00 847.50 1,822.40 900.01 5.86 -1.07 0.198
57.00 -6.89 -3.33 0.00 -167.58 0.00 167.58 1,679.50 839.75 1,780.57 879.35 6.31 -1.12 0.195
60.00 -6.53 -3.27 0.00 -157.60 0.00 157.60 1,655.82 827.91 1,718.27 848.59 7.04 -1.19 0.190
65.00 -6.18 -3.21 0.00 -141.25 0.00 141.25 1,615.26 807.63 1,615.70 797.94 8.34 -1.30 0.181
70.00 -5.85 -3.14 0.00 -125.21 0.00 125.21 1,563.28 781.64 1,505.17 743.35 9.77 -1.42 0.172
75.00 -5.52 -3.06 0.00 -109.52 0.00 109.52 1,503.20 751.60 1,391.05 686.99 11.31 -1.53 0.163
80.00 -5.20 -2.96 0.00 -94.25 0.00 94.25 1,443.12 721.56 1,281.42 632.84 12.97 -1.64 0.153
85.00 -4.92 -2.87 0.00 -79.43 0.00 79.43 1,383.04 691.52 1,176.29 580.93 14.74 -1.74 0.140
85.00 -4.92 -2.87 0.00 -79.43 0.00 79.43 1,231.23 615.61 1,050.33 518.72 14.74 -1.74 0.157
90.00 -4.65 -2.77 0.00 -65.06 0.00 65.06 1,177.82 588.91 960.67 474.44 16.62 -1.84 0.141
95.00 -4.28 -2.62 0.00 -51.20 0.00 51.20 1,124.42 562.21 875.02 432.14 18.61 -1.95 0.122
100.00 -4.03 -2.50 0.00 -38.11 0.00 38.11 1,071.02 535.51 793.36 391.81 20.70 -2.04 0.101
105.00 -2.73 -1.82 0.00 -25.61 0.00 25.61 1,017.62 508.81 715.70 353.46 22.87 -2.11 0.075
110.00 -2.53 -1.71 0.00 -16.51 0.00 16.51 964.21 482.11 642.05 317.08 25.12 -2.17 0.055
115.00 -2.35 -1.59 0.00 -7.96 0.00 7.96 910.81 455.41 572.39 282.68 27.41 -2.21 0.031
120.00 0.00 -1.50 0.00 0.00 0.00 0.00 857.41 428.70 506.73 250.25 29.74 -2.23 0.000
Page: 17
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSIITIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:58 PM
Equivalent Modal Forces Analysis
(Based on ASCE7-10 Chapters 11, 12 & 15 and ANSI/TIA-G, section 2.7)
Spectral Response Acceleration for Short Period (S s): 1.50
Spectral Response Acceleration at 1.0 Second Period (S 1): 0.56
Importance Factor (I E): 1.00
Site Coefficient F a : 1.00
Site Coefficient F , 1.50
Response Modification Coefficient (R): 1.50
Design Spectral Response Acceleration at Short Period (S ds): 1.00
Desing Spectral Response Acceleration at 1.0 Second Period (S di ): 0.56
Period Based on Rayleigh Method (sec): 2.61
Redundancy Factor (p): 1.30
Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method
Height
Above Horizontal Vertical
Base Weight Force Force
Segment (ft) (Ib) a b c Saz (Ib) (Ib)
26 117.50 266 1.812 1.594 0.998 1.638 378 372
25 112.50 278 1.661 0.980 0.756 1.178 284 389
24 107.50 291 1.517 0.543 0.563 0.784 198 407
23 102.50 361 1.379 0.245 0.410 0.456 143 505
22 97.50 373 1.248 0.054 0.292 0.193 62 523
21 92.50 387 1.123 -0.056 0.201 -0.008 -3 541
20 87.50 399 1.005 -0.109 0.134 -0.146 -50 558
19 82.50 447 0.893 -0.122 0.085 -0.221 -86 626
18 77.50 461 0.788 -0.110 0.051 -0.235 -94 645
17 72.50 475 0.690 -0.084 0.028 -0.190 -78 664
16 67.50 489 0.598 -0.052 0.014 -0.099 -42 684
15 62.50 502 0.513 -0.021 0.008 0.013 6 703
14 58.50 308 0.449 0.002 0.006 0.099 26 431
13 56.00 216 0.412 0.014 0.006 0.146 27 303
12 52.50 551 0.362 0.030 0.008 0.198 95 771
11 47.50 565 0.296 0.046 0.013 0.246 120 790
10 42.50 578 0.237 0.057 0.019 0.268 134 810
9 37.50 642 0.185 0.065 0.025 0.273 152 898
8 33.00 525 0.143 0.068 0.031 0.269 122 734
7 30.50 141 0.122 0.070 0.034 0.266 32 197
6 27.50 714 0.099 0.071 0.037 0.261 161 999
5 22.50 729 0.066 0.072 0.041 0.253 160 1,020
4 17.50 744 0.040 0.070 0.042 0.242 156 1,042
3 12.50 760 0.021 0.064 0.038 0.224 148 1,064
2 7.50 775 0.007 0.050 0.029 0.185 124 1,085
1 2.50 608 0.001 0.022 0.012 0.092 48 852
ClearComm CCDP-565- 120.00 42 1.890 1.980 1.140 1.894 69 59
Commscope 120.00 66 1.890 1.980 1.140 1.894 108 92
GPS 120.00 10 1.890 1.980 1.140 1.894 16 14
Raycap RxxDC-3315-PF 120.00 32 1.890 1.980 1.140 1.894 53 45
Raycap RCMDC-3315-PF 120.00 21 1.890 1.980 1.140 1.894 35 30
Ericsson RRUS 11 w/ 120.00 216 1.890 1.980 1.140 1.894 355 302
Ericsson RRUS 12 w/ 120.00 214 1.890 1.980 1.140 1.894 352 300
Ericsson RRUS 12 w/ 120.00 214 1.890 1.980 1.140 1.894 352 300
Page: 18
'Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSI/TIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:58 PM
Antel BXA-80090/8CF 120.00 69 1.890 1.980 1.140 1.894 113 97
Antel CWWX063X19G00 120.00 108 1.890 1.980 1.140 1.894 177 151
Antel OCT458KBU105L 120.00 450 1.890 1.980 1.140 1.894 739 630
Round Platform wl Ha 120.00 2,000 1.890 1.980 1.140 1.894 3,284 2,799
Trimble Acutime 2000 105.00 1 1.447 0.379 0.482 0.612 1 2
Generic Radio/ODU 105.00 30 1.447 0.379 0.482 0.612 16 42
Samsung 800 MHz RRH 105.00 357 1.447 0.379 0.482 0.612 189 500
Samsung 2.5GHz 8T8R 105.00 179 1.447 0.379 0.482 0.612 95 251
Samsung RRH-P4 (1.9 105.00 188 1.447 0.379 0.482 0.612 100 264
Andrew Microwaves 105.00 28 1.447 0.379 0.482 0.612 15 39
Side Arms 105.00 560 1.447 0.379 0.482 0.612 297 784
KMW ETCR-654L12H6 105.00 255 1.447 0.379 0.482 0.612 135 356
Procom CXL 900-3LW 95.00 2 1.185 -0.009 0.243 0.084 0 2
5" x 3" x 2" Cavity 95.00 2 1.185 -0.009 0.243 0.084 0 2
Low Noise Amplifier 95.00 2 1.185 -0.009 0.243 0.084 0 3
Flat Side Arm 95.00 150 1.185 -0.009 0.243 0.084 11 210
Decibel DB844H65E-XY 57.00 80 0.426 0.010 0.006 0.128 9 112
Round T -Arm 57.00 250 0.426 0.010 0.006 0.128 28 350
Decibel DB844G45ZAXY 31.00 168 0.126 0.070 0.034 0.266 39 235
Round T -Arm 31.00 500 0.126 0.070 0.034 0.266 115 700
18,780 55.766 30.479 22.469 35.143 8,929 26,284
Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method
Height
Above Horizontal Vertical
Base Weight Force Force
Segment (ft) (Ib) a b c Saz (Ib) (Ib)
26 117.50 266 1.812 1.594 0.998 1.638 378 186
25 112.50 278 1.661 0.980 0.756 1.178 284 195
24 107.50 291 1.517 0.543 0.563 0.784 198 204
23 102.50 361 1.379 0.245 0.410 0.456 143 253
22 97.50 373 1.248 0.054 0.292 0.193 62 262
21 92.50 387 1.123 -0.056 0.201 -0.008 -3 271
20 87.50 399 1.005 -0.109 0.134 -0.146 -50 279
19 82.50 447 0.893 -0.122 0.085 -0.221 -86 313
18 77.50 461 0.788 -0.110 0.051 -0.235 -94 323
17 72.50 475 0.690 -0.084 0.028 -0.190 -78 332
16 67.50 489 0.598 -0.052 0.014 -0.099 -42 342
15 62.50 502 0.513 -0.021 0.008 0.013 6 352
14 58.50 308 0.449 0.002 0.006 0.099 26 216
13 56.00 216 0.412 0.014 0.006 0.146 27 152
12 52.50 551 0.362 0.030 0.008 0.198 95 386
11 47.50 565 0.296 0.046 0.013 0.246 120 395
10 42.50 578 0.237 0.057 0.019 0.268 134 405
9 37.50 642 0.185 0.065 0.025 0.273 152 450
8 33.00 525 0.143 0.068 0.031 0.269 122 367
7 30.50 141 0.122 0.070 0.034 0.266 32 99
6 27.50 714 0.099 0.071 0.037 0.261 161 500
5 22.50 729 0.066 0.072 0.041 0.253 160 511
4 17.50 744 0.040 0.070 0.042 0.242 156 521
3 12.50 760 0.021 0.064 0.038 0.224 148 532
2 7.50 775 0.007 0.050 0.029 0.185 124 543
1 2.50 608 0.001 0.022 0.012 0.092 48 426
ClearComm CCDP-565- 120.00 42 1.890 1.980 1.140 1.894 69 29
Commscope 120.00 66 1.890 1.980 1.140 1.894 108 46
GPS 120.00 10 1.890 1.980 1.140 1.894 16 7
Raycap RxxDC-3315-PF 120.00 32 1.890 1.980 1.140 1.894 53 22
Raycap RCMDC-3315-PF 120.00 21 1.890 1.980 1.140 1.894 35 15
Ericsson RRUS 11 w/ 120.00 216 1.890 1.980 1.140 1.894 355 151
Ericsson RRUS 12 w/ 120.00 214 1.890 1.980 1.140 1.894 352 150
Page: 19
Site Number: 83050 Code: ANSIITIA-222-G
Site Name: Riverton, WA
Customer: CLEARWIRE
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:58 PM
Ericsson RRUS 12 w/ 120.00 214 1.890 1.980 1.140 1.894 352 150
Antel BXA-80090/8CF 120.00 69 1.890 1.980 1.140 1.894 113 48
Antel CWWX063X19G00 120.00 108 1.890 1.980 1.140 1.894 177 76
Antel OCT458KBU105L 120.00 450 1.890 1.980 1.140 1.894 739 315
Round Platform wl Ha 120.00 2,000 1.890 1.980 1.140 1.894 3,284 1,401
Trimble Acutime 2000 105.00 1 1.447 0.379 0.482 0.612 1 1
Generic Radio/ODU 105.00 30 1.447 0.379 0.482 0.612 16 21
Samsung 800 MHz RRH 105.00 357 1.447 0.379 0.482 0.612 189 250
Samsung 2.5GHz 8T8R 105.00 179 1.447 0.379 0.482 0.612 95 126
Samsung RRH-P4 (1.9 105.00 188 1.447 0.379 0.482 0.612 100 132
Andrew Microwaves 105.00 28 1.447 0.379 0.482 0.612 15 20
Side Arms 105.00 560 1.447 0.379 0.482 0.612 297 392
KMW ETCR-654L12H6 105.00 255 1.447 0.379 0.482 0.612 135 178
Procom CXL 900-3LW 95.00 2 1.185 -0.009 0.243 0.084 0 1
5" x 3" x 2" Cavity 95.00 2 1.185 -0.009 0.243 0.084 0 1
Low Noise Amplifier 95.00 2 1.185 -0.009 0.243 0.084 0 1
Flat Side Arm 95.00 150 1.185 -0.009 0.243 0.084 11 105
Decibel DB844H65E-XY 57.00 80 0.426 0.010 0.006 0.128 9 56
Round T -Arm 57.00 250 0.426 0.010 0.006 0.128 28 175
Decibel DB844G45ZAXY 31.00 168 0.126 0.070 0.034 0.266 39 118
Round T -Arm 31.00 500 0.126 0.070 0.034 0.266 115 350
18,780 55.766 30.479 22.469 35.143 8,929
Page: 20
13,153
'Site Number: 83050 Code: ANSI/TIA-222-G
Site Name: Riverton, WA
Customer: CLEARWIRE
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:58 PM
Load Case (1.2 + 0.2Sds) * DL + E EMAM Seismic Equivalent Modal Analysis Method
Calculated Forces
Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total
Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation
(ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio
0.00 -25.41 -8.93 0.00 -979.20 0.00 979.20 2,382.61 1,191.31 3,536.89 1,746.74 0.00 0.00 0.571
5.00 -24.29 -8.90 0.00 -934.55 0.00 934.55 2,349.77 1,174.89 3,400.15 1,679.21 0.12 -0.23 0.567
10.00 -23.20 -8.84 0.00 -890.03 0.00 890.03 2,315.56 1,157.78 3,263.94 1,611.94 0.48 -0.46 0.562
15.00 -22.12 -8.77 0.00 -845.81 0.00 845.81 2,279.97 1,139.99 3,128.41 1,545.00 1.09 -0.70 0.557
20.00 -21.06 -8.69 0.00 -801.95 0.00 801.95 2,243.01 1,121.51 2,993.71 1,478.48 1.96 -0.95 0.552
25.00 -20.03 -8.60 0.00 -758.50 0.00 758.50 2,204.68 1,102.34 2,860.00 1,412.45 3.09 -1.20 0.546
30.00 -19.81 -8.62 0.00 -715.50 0.00 715.50 2,164.98 1,082.49 2,727.44 1,346.98 4.49 -1.47 0.540
31.00 -18.13 -8.34 0.00 -706.88 0.00 706.88 2,156.88 1,078.44 2,701.08 1,333.96 4.80 -1.52 0.538
35.00 -17.20 -8.24 0.00 -673.52 0.00 673.52 2,123.91 1,061.95 2,596.17 1,282.15 6.17 -1.74 0.533
40.00 -16.35 -8.16 0.00 -632.33 0.00 632.33 2,081.46 1,040.73 2,466.35 1,218.04 8.14 -2.01 0.527
40.00 -16.35 -8.16 0.00 -632.33 0.00 632.33 1,804.33 902.16 2,142.61 1,058.15 8.14 -2.01 0.607
45.00 -15.53 -8.09 0.00 -591.55 0.00 591.55 1,769.26 884.63 2,034.72 1,004.87 10.40 -2.30 0.598
50.00 -14.71 -8.05 0.00 -551.10 0.00 551.10 1,732.82 866.41 1,927.93 952.13 12.97 -2.62 0.587
55.00 -14.38 -8.06 0.00 -510.87 0.00 510.87 1,695.00 847.50 1,822.40 900.01 15.90 -2.95 0.576
57.00 -13.47 -7.99 0.00 -494.74 0.00 494.74 1,679.50 839.75 1,780.57 879.35 17.16 -3.09 0.571
60.00 -12.73 -8.01 0.00 -470.76 0.00 470.76 1,655.82 827.91 1,718.27 848.59 19.17 -3.30 0.563
65.00 -11.99 -8.08 0.00 -430.71 0.00 430.71 1,615.26 807.63 1,615.70 797.94 22.81 -3.65 0.547
70.00 -11.27 -8.19 0.00 -390.29 0.00 390.29 1,563.28 781.64 1,505.17 743.35 26.81 -4.00 0.532
75.00 -10.57 -8.30 0.00 -349.35 0.00 349.35 1,503.20 751.60 1,391.05 686.99 31.18 -4.35 0.516
80.00 -9.89 -8.40 0.00 -307.85 0.00 307.85 1,443.12 721.56 1,281.42 632.84 35.93 -4.71 0.493
85.00 -9.28 -8.46 0.00 -265.86 0.00 265.86 1,383.04 691.52 1,176.29 580.93 41.04 -5.05 0.465
85.00 -9.28 -8.46 0.00 -265.86 0.00 265.86 1,231.23 615.61 1,050.33 518.72 41.04 -5.05 0.520
90.00 -8.69 -8.46 0.00 -223.58 0.00 223.58 1,177.82 588.91 960.67 474.44 46.51 -5.39 0.479
95.00 -7.91 -8.36 0.00 -181.27 0.00 181.27 1,124.42 562.21 875.02 432.14 52.34 -5.75 0.427
100.00 -7.38 -8.21 0.00 -139.45 0.00 139.45 1,071.02 535.51 793.36 391.81 58.54 -6.08 0.363
105.00 -4.83 -6.90 0.00 -98.40 0.00 98.40 1,017.62 508.81 715.70 353.46 65.04 -6.36 0.283
110.00 -4.46 -6.59 0.00 -63.88 0.00 63.88 964.21 482.11 642.05 317.08 71.82 -6.58 0.206
115.00 -4.12 -6.18 0.00 -30.91 0.00 30.91 910.81 455.41 572.39 282.68 78.78 -6.73 0.114
120.00 0.00 -5.65 0.00 0.00 0.00 0.00 857.41 428.70 506.73 250.25 85.86 -6.79 0.000
Page: 21
`Site Number: 83050
Site Name:
Customer:
Riverton, WA
CLEARWIRE
Code: ANSIITIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:58 PM
Load Case (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method
Calculated Forces
Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total
Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation
(ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio
0.00 -12.71 -8.90 0.00 -939.46 0.00 939.46 2,382.61 1,191.31 3,536.89 1,746.74 0.00 0.00 0.543
5.00 -12.13 -8.83 0.00 -894.93 0.00 894.93 2,349.77 1,174.89 3,400.15 1,679.21 0.12 -0.22 0.538
10.00 -11.57 -8.72 0.00 -850.80 0.00 850.80 2,315.56 1,157.78 3,263.94 1,611.94 0.46 -0.44 0.533
15.00 -11.01 -8.60 0.00 -807.19 0.00 807.19 2,279.97 1,139.99 3,128.41 1,545.00 1.05 -0.67 0.527
20.00 -10.47 -8.48 0.00 -764.17 0.00 764.17 2,243.01 1,121.51 2,993.71 1,478.48 1.88 -0.91 0.522
25.00 -9.94 -8.35 0.00 -721.76 0.00 721.76 2,204.68 1,102.34 2,860.00 1,412.45 2.96 -1.15 0.516
30.00 -9.82 -8.35 0.00 -679.99 0.00 679.99 2,164.98 1,082.49 2,727.44 1,346.98 4.29 -1.40 0.509
31.00 -8.97 -8.07 0.00 -671.65 0.00 671.65 2,156.88 1,078.44 2,701.08 1,333.96 4.59 -1.45 0.508
35.00 -8.49 -7.94 0.00 -639.37 0.00 639.37 2,123.91 1,061.95 2,596.17 1,282.15 5.89 -1.66 0.503
40.00 -8.06 -7.83 0.00 -599.68 0.00 599.68 2,081.46 1,040.73 2,466.35 1,218.04 7.77 -1.92 0.496
40.00 -8.06 -7.83 0.00 -599.68 0.00 599.68 1,804.33 902.16 2,142.61 1,058.15 7.77 -1.92 0.571
45.00 -7.63 -7.73 0.00 -560.53 0.00 560.53 1,769.26 884.63 2,034.72 1,004.87 9.92 -2.19 0.562
50.00 -7.20 -7.66 0.00 -521.86 0.00 521.86 1,732.82 866.41 1,927.93 952.13 12.38 -2.49 0.552
55.00 -7.02 -7.66 0.00 -483.55 0.00 483.55 1,695.00 847.50 1,822.40 900.01 15.16 -2.81 0.541
57.00 -6.56 -7.59 0.00 -468.24 0.00 468.24 1,679.50 839.75 1,780.57 879.35 16.36 -2.94 0.536
60.00 -6.17 -7.59 0.00 -445.47 0.00 445.47 1,655.82 827.91 1,718.27 848.59 18.27 -3.14 0.529
65.00 -5.78 -7.65 0.00 -407.51 0.00 407.51 1,615.26 807.63 1,615.70 797.94 21.73 -3.46 0.514
70.00 -5.40 -7.74 0.00 -369.26 0.00 369.26 1,563.28 781.64 1,505.17 743.35 25.53 -3.80 0.500
75.00 -5.03 -7.84 0.00 -330.58 0.00 330.58 1,503.20 751.60 1,391.05 686.99 29.69 -4.13 0.485
80.00 -4.66 -7.93 0.00 -291.39 0.00 291.39 1,443.12 721.56 1,281.42 632.84 34.19 -4.47 0.464
85.00 -4.34 -7.98 0.00 -251.75 0.00 251.75 1,383.04 691.52 1,176.29 580.93 39.04 -4.80 0.437
85.00 -4.34 -7.98 0.00 -251.75 0.00 251.75 1,231.23 615.61 1,050.33 518.72 39.04 -4.80 0.489
90.00 -4.02 -7.98 0.00 -211.85 0.00 211.85 1,177.82 588.91 960.67 474.44 44.23 -5.12 0.450
95.00 -3.61 -7.90 0.00 -171.94 0.00 171.94 1,124.42 562.21 875.02 432.14 49.77 -5.46 0.401
100.00 -3.34 -7.75 0.00 -132.46 0.00 132.46 1,071.02 535.51 793.36 391.81 55.65 -5.77 0.341
105.00 -2.10 -6.58 0.00 -93.73 0.00 93.73 1,017.62 508.81 715.70 353.46 61.83 -6.03 0.267
110.00 -1.92 -6.28 0.00 -60.84 0.00 60.84 964.21 482.11 642.05 317.08 68.26 -6.25 0.194
115.00 -1.76 -5.89 0.00 -29.44 0.00 29.44 910.81 455.41 572.39 282.68 74.87 -6.39 0.106
120.00 0.00 -5.65 0.00 0.00 0.00 0.00 857.41 428.70 506.73 250.25 81.59 -6.45 0.000
Page: 22
IND
Site Number: 83050
Site Name: Riverton, WA
Customer: CLEARWIRE
Code: ANSI/TIA-222-G
Engineering Number:OAA708825_C3_02
8/24/2017 12:55:58 PM
Analysis Summary
Load Case
1.2D + 1.6W
0.9D + 1.6W
1.2D + 1.0Di + 1.0Wi
(1.2 + 0.2Sds) * DL + E ELFM
(1.2 + 0.2Sds) * DL + E EMAM
(0.9 - 0.2Sds) * DL + E ELFM
(0.9 - 0.2Sds) * DL + E EMAM
1.0D + 1.0W
Reactions
Shear Shear Axial Moment Moment Moment
FX FZ FY MX MY MZ
(kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips)
14.63 0.00 22.50 0.00 0.00 1165.49
14.47 0.00 16.87 0.00 0.00 1143.81
1.33 0.00 27.75 0.00 0.00 107.76
3.52 0.00 25.43 0.00 0.00 381.77
8.93 0.00 25.41 0.00 0.00 979.20
3.51 0.00 12.72 0.00 0.00 367.00
8.90 0.00 12.71 0.00 0.00 939.46
4.51 0.00 18.78 0.00 0.00 358.63
Page: 23
Max Usage
Elev Interaction
(ft) Ratio
0.00 0.68
0.00 0.66
0.00 0.07
40.00 0.23
40.00 0.61
40.00 0.22
40.00 0.57
0.00 0.21
1,
Site Number: 83050 Code: ANSI/TIA-222-G
Site Name: Riverton, WA
Customer: CLEARWIRE
Engineering Number:OAA708825_C3_02 8/24/2017 12:55:58 PM
Base Summary
Reactions
Original Design Analysis
Moment Axial Shear Moment Axial Shear Moment
(kip -ft) (kip) (kip) (kip -ft) (kip) (kip) Design %
1,222.00 14.20 17.50 1,165.49 27.75 14.63 70.65
Base Plate
Yield Thick Width Poly Clip Len Effective Mu Phi Mn
(ksi) (in) (in) Style Sides (in) Len (in) (kip -in) (kip -in) Ratio
60.0 2.000 52.000 Polygon 12 0.00 14.590 391.82 787.85 0.50
Anchor Bolts
Start Compression — Tension
Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow
Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio
44.10 08 2.25" 18J 2.25 75.00 100.00 Radial 0.00 0.0 162.04 260.00 0.64 155.10 260.00 0.61
Page: 24
FILE COPY'Perm ft No. bb9
Plan review approval is subject to errors and omissions.
Approval of construction documents does not authorize
the violation of any adopted code or ordinance. Receipt
of approved Feld Copy and conditions is acknowledged:
By:/1.19‘• 0,1,4---
Date: ___ I i`; /z5E5 2XC 1
City of Tukwila
BUILDING DIVISION 13130
TUKWILA,
1
• o )fr
REVIEWED FOR
CODE COMPLIANCE APPROVED
TM
9 R1VKTON- KNEKToN JUN 21 2018
A-,)Ci
City of Tukwila
5 131ST PLACE BUILDING DIVISION
WA 98 I G8
PROJECT DESCRIPTION
VICINITY MAP
CODE COMPLIANCE
PRECISION DESIGN
9/,aAxit% INC.
Phone: (530) 823-6546 www.pdnd.00m
11768 Atwood Rd. Suite 20 Auburn, CA 95603
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IIIMOONmwAMMODMwERIIMEnwcutawaxreerar
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MODIFICATION TO AN (E) UNMANNED TELECOMMUNICATION FACILITY CONSISTING OF:
I . REMOVE (3) (E) ANTENNAS 4 REPLACE W/ (6) (N) ANTENNAS ON (3) (N) ANTENNA MOUNTING FRAMES
2. ADD (3) M) 1900 MHZ RRUS 4 (3) (N) 4-PORT 800 MHZ RRD5 ON MONOPOLE'
3. REMOVE (1) (E) CABINET
4. REMOVE (E) CONCRETE EQUIPMENT PAD *INSTALL (N) CONCRETE EQUIPMENT PAD
5. INSTALL (I) (N) E-CAB, (1) (IJ) B-CAB. (I) (N) PPC, 4 (I) M) SERVICE UGHT
6. REMOVE ( I ) (E) GPS ANTENNA 4 REPLACE W/ ( I ) (N) GPS ANTENNA
7. REMOVE (E) HYBRID CABLES / REPLACE W/ (3) (N) HYBRID CABLES
8. INSTALL (11) CHAIN LINK FENCE
1 "
° \ADOPTED
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ALL WORK 4 MATERIALS SHALL BE PERFORMED 4 INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FO1101MNG CODES AS
BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLAN515 TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO
THESE CODES:
I . 2015 INTERNATIONAL BUILDING CODE, STANDARDS 4 AMENDMENTS - WAC 51.50
2. 2015 INTERNATIONAL MECHANICAL CODE, STANDARDS /AMENDMENTS -WAC 51-52
3. 2015 INTERNATIONAL FIRE CODE, STANDARDS 4 AMENDMENTS - WAC 5I-54A
PROJECT INFORMATION`
•.
§ f+
4. 2015 UNIFORM PLUMBING CODE, STANDARDS 4 AMENDMENTS - WAC 51-56 RECEIVED
5. 2015 WASHINGTON STAT[ ENERGY COD[, STANDARDS 4 AMENDMENTS - WAC 51-1 I C CITY OF T U K W 1 L d
SITE NAME: RIVERTON SHE /: SE52XC I I9
SITE TYPE: MONOPOLE JURISDICTION: CITY OFTUKWILA
COUNTY: KING POWER SEATTLE CITY LIGHT
ARJ: 7349200345 TELEPHONE: AUT..,.
SITE ADDRESS: 13130513I5TPLA.CE
; t SITE LOCATION ! '4
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6. LOCAL BUILDING CODES
7. alY/COLNTY0RDINANCE$ JUN 1 2018
8. ANSI/EM-TLA-222-G
ALONG WITH ANY OTHER APPUCAB(E LOCAL 4 STATE LAWS AND REGULATIONS PERMIT CENTER
ACCESSIBILITY REQUIREMENTS
TUKWILA, WA 98168
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THIS FACILITY I5 UNMANNED 4 NOT FOR HUMAN HABITATION. ACCESSIBILITY REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2015
CURRENT ZONING: CN
1BCBUILDIN000DE
CONSTRUCTION TYPE: V
SEPARATE PERMIT
DRIVING DIRECTIONS
v
OCCUPANCY Tat, U, (UNMANNED COMMUNICATIONSFACIUTY)
PROPERTY OWNER: VERJZON PROPERTY TAY DEPT
REQUIREDFOR•
FROM: 1000 1241(1 AVENUE NE, BEIJEVUE, WA 98005
T0: 13130 5 1315T PLACE, TUKWILA, WA 98168
13130 44111 AVE 5
SEATTLE WA 98168
TOWER OWNER: AMERICAN TOWER
echanicat
1. HEAD NORTH ON ! 24TH AVE NE TOWARD NE 12TH ST 0.7 M
2. USE THE MIDDLE 2 OWES TO TAKE THE RAMP ONTO WA-520 W 0.3 M
3. MERGE ONTO WA-520 W (PARTIAL TOLL ROAD) 5.1 M
SHEET I N DEX
APPROVAL
I I6 HUNTINGTON AVE 1 ITH FLOOR
�ipotrical
4. CONTINUE ONTO WA-520 (PARTIAL TOLL ROAD) 1.8 M
5. USE ANY LANE 10 MERGE ONTO I-5 5 TOWARD PORTLAND 12. I M
SHEET DESCRIPTION REV
BOSTON, MA 02116
PHONE (617) 375-7500
,�/Pium Ing
6. TAKE BUT 156 FOR INTERURBAN AVENUE TOWARD TUKWILA 0.2 M
0.2 M
T I TITLE SHEET
Rf
APPLICANT: SPRINT
1000 124TH AVENUE NE, SUITE 201
BaLEwe, WA 98005
K Gas Piping
7. TURN RIGHT ONTO 8. USE m PITO TI RN LUT ONTO 5 133RD ST 0.2 M
9. TURN RIGHT ONTO 44TH PL 5 289 FT
10. TURN RIGHT ONTO 5 13I5T PL $ YOUR DESTINATION WILL BE ON THE LEFT 318 FT
A- SITE PLAN
A-2 ENLARGED SITE PLAN _
LEASING
CONSTRUCTION CONTACT: SPRINT
l000 124TH AVENUE NE, SUITE 201
City of Tukwila
Q ( i L t € DIVISION' V I ' I Ott t
L7�.f 7 •. LV
END AT: 13130 5 131ST PLACE, TUKWILA WA 98168
A-3 EQUIPMENT PLANS
A-4 ANTENNA PIANS -
ZONING
BELLEVUE, WA 98005
ATTN:TONY PMNO
NEISON.PINO@SPRJNT.COM
(415) 760-4921
ESTIMATED TIME: 32 MINS ESTIMATED DISTANCE: 20.9 MI
A-5 ELEVATIONS -
A-G DETAILS.CONSTRUCTION
-
LATITUDE: 47.29 06.29' N (47.485081) NAD 83 , _ , ,-.
A-7 DETAILS -
`"'
A-8 DETAILS -
SPRINT
LONGITUDE: 122° 16' 39.43' W (-122.2776(9) NAD 83
REVISIONS
E- I ELECTRICAL E GROUNDING
AWL: .16'
No changes shall be made
to the scope
DETAILS
SCt
of work without prior approval
Tukwila Building Division.
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PROJECT GENERAL NOTES
I . THIS FACILITY IS AN UNOCCUPIED WIRELESS TELECOMMUNICATION
FACILITY.
2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A
DIAGRAMMATIC OUTUNE ONLY UNLESS NOTED OTHERWISE.
3. THE SCOPE OF WORK SHALL INCWDE FURNISHING MATERIALS,
EQUIPMENT, APPURTENANCES M1D LABOR NECESSARY TO COMPLETE
ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS.
4. PRIOR TO THE SUBMISSION OF BIDS. THE CONTRACTORS SHALL VISIT
THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS ANO DIMENSIONS, AND CONFIRM THAT THE WORK
MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH
CONSTRUCTION. AM' DISCREPANCIES ARE TO BE BROUGHT TO THE
ATTENTION OF THE CONSTRUCTION MANAGER AND ENGINEER PRIOR TO
PROCEEDING WITH THE WORK.
5. IT 15 THE RESPONSIBIUTY OF THE CONTRACTOR TO PAY FOR PERMIT
PEES MID TO OBTAIN SAID PERMITS AND TO COORDINATE INSPECTIONS.
G. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO
PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED
OR IDENTIFIED BY THE CONTRACT DOCUMENTS.
7. CALL BEFORE YOU DIG. CONTRACTOR 5 REQUIRED TO CALL 611
(NATIONWDE'CALL BEFORE YOU DIG' HOTLINE) AT LEAST 72 HOURS
BEFORE DIGGING. , 1
9. THE GENERAL CONTRACTOR 511ALL SUPERVISE AND DIRECT THE WORK'1
USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES. CONTRACTOR 511ALL
ALSO COORDINATE ALL. PORTIONS OF THE WORK UNDER THE CONTRACT;
INCWDING CONTACT AND COORDINATION WITH THE CONSTRUCTION
MANAGER AND WITH THE LANDL ORD5 AUTHORIZED REPRESENTATIVE.
N
c9
c9
REVIEWED FOR
DE COMPLIANCE
APPROVED
APN:7349200340
(E) BUILDING, TYP
8. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
ACCORDANCE WITH AL APPUCABLF CODES, REGULATIONS, AND
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY
WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFIUL
ORDERS OF ANY PUBUC AUTHORITY REGARDING THE PERFORMANCE OF
THE WORK.
N 21 2018
10. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT
EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES,
ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT
OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE
PROJECT MANAGER
1 1. KEEP GENERAL AREA CLEAN, HAZARD FREE. AND DISPOSE OF ALL DIRT,
DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECflED 95
REMAINING ON THE PROPERTY, LEAVE PREMISES IN CLEAN CONDITION
AND FREE FROM PANT SPOTS, DUST, OR SMUDGES OF ANY NATURE.
12. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER
UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL
BE REMOVED AND/OR CAPPED, PLUGGED, OR OTHERWISE
DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE MTh THE
EXECUTION OF THE WORK, 95 DIRECTED BY THE RESPONSIBLE
ENGINEER AND SUBJECT TO ME APPROVAL OF THE OWNER AND/OR
LOCAL UTILITIES.
13. ALL EXISTING ACTIVE SEWER WATER GAS, ELECTRIC AND ALL OTHER
UTILITIES WHERE ENCOUNTERED IN THE WORK 511ALL BE PROTECTED AT
ALL TIMES.
14. DETAILS ARE INTENDED TO 5110W END RESULT OF DESIGN. MINOR
MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR
CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCWDED AS PART
OF THE WORK.
15. CONTRACTOR SHALL PROVIDE A TOILET FACIUTY DURING ALL PHASES OF
CONSTRUCTION.
16. SUFFICIENT MONUMENTATION WAS NOT RECOVERED TO E5TABL541 THE
POSITION OF THE BOUNDARY LINES SHOWN MERWN. THE BOUNDARY
REPRESENTED ON 1116 MAP 5 BASED ON COMPILED RECORD DATA AND
BEST FIT ONTO 6115TING IMPROVEMENTS. IT 15 POSSIBLE FOR THE
LOCATION OF THE SUBJECT PROPERTY TO SHIFT FROM THE PLACEMENT
SHOWN HEREON WITH ADDITIONAL FIELD WORK AND RESEARCH.
THEREFORE ANY SPATIAL REFERENCE MADE OR SHOWN BETWEEN THE
RELATIONSHIP OF THE BOUNDARY UNES SHOAT! HEREON AND EXISTING
GROUND REATURES, EASEMENTS OR LEASE AREA IS INTENDED TO BE
APPROXIMATE 914015 SUBJECT TO VERIFICATION BY RESOLVING THE
POSITION OF THE BOUNDARY UNES.
17. CONTRACTOR TO VERIFY THE LATEST/CURRENT RF DESIGN.
Tukwila
(VISION
(E) MONOPOLE W/ (N) SPRINT
ANTENNAS $ RRUS
M)) SPRINT LEASE AREA
< W/ (N) CONCRETE PAD /
M) SPRINT EQUIPMENT
Gy
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SEE ENLARGED
SITE PLANS
RECENE.O
CITY OF TUKWILA
JUN 1L2018
(E)CHAIN UNKFENCE,ERMIT CENTER
APN: 7349200345
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ISITE PLAN
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10590 WEST OCEAN MR DRIVE, SUITE 300
5AN DIEGO, CA 92130
PRECISION DESIGN
' • gtafiatr, INC.
Phone: (530) 823-6546 www.pdnd.com
11768 Atwood Rd. Suite 20 Auburn, CA 95603
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RIVERTON
5E52XCII9
13130 5 1315T PLACE
TUKWILA, WA 96168
ISSUE STATUS
0
DATE
DESCRIPTION
05/21/15
CD 9096
05/29/16
CD 100%
DRAWN BY: T. WEBB
CHECKED BY: T. DiCARLO
APPROVED BY B. McCOMB
DATE: 05/29/18
SHEET TITLE:
SITE PLAN
SHEET NUMBER
A- I
PROJECT GENERAL NOTES
1. THIS FACILITY IS AN UNOCCUPIED WIRELESS TELECOMMUNICATION
FACILITY.
2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A
DIAGRAMMATIC OUTUNE ONLY UNtE55 NOTED OTHERWISE.
3. THE SCOPE OF WORK SHALL INCLUDE FURNISHING MATERIALS,
EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE
ALL INSTALLATIONS A5 INDICATED ON THE DRAWINGS.
4. PRIOR TO THE SUBMISSION OF BID5, THE CONTRACTORS SHALL VISIT
THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS,
FIELD CONDITIONS AND DIMENSIONS, AND CONFIRM THAT THE WORK
MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH
CONSTRUCTION. ANY DISCREPANCIES ARE TO Be BROUGHT TO THE
ATTENTION OF THE CONSTRUCTION MANAGER AND ENGINEER PRIOR TO
PROCEEDING WITH THE WORK.
5. IT 15 THE RESPONSIBIUTY OF THE CONTRACTOR TO PAY FOR PERMIT
FEES AND TO OBTAIN SAID PERMITS AND TO COORDINATE INSPECTIONS.
6. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION 10
PROCEED BEFORE STARTING WORK ON ANY REM NOT CLEARLY DEFINE)
OR IDENTIFIED BY THE CONTRACT DOCUMENTS.
7. CALL BEFORE YOU DIG. CONTRACTOR 15 REQUIRED TO CAL 81 1
(NATIONWIDE "CAI.. BEFORE YOU DIG' HOTLINE) AT LEAST 72 HOURS
BEFORE DIGGING.
8. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT
ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY
WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL
ORDERS OF ANY PUBUC AUTHORITY REGARDING THE PERFORMANCE OF
THE WORK.
9. The GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK
USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES. CONTRACTOR SHALL
ALSO COORDINATE AU. PORTIONS OF THE WORK UNDER THE CONTRACT:
INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION
MANAGER AND WITH THE LANDLORDS AUTHORIZED REPRESENTATIVE.
10. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT
EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES.
ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT
OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE
PROJECT MANAGER.
11. KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT,
DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS
REMAINING ON THE PROPERTY, LEAVE PREMISES IN CLEAN CONDITION
AND FREE FROM PAINT SPOTS, DUST. OR SMUDGES OF ANY NATURE.
12. AL EXISTING INACTIVE SEWER WATER, GAS, ELECTRIC, AND OTHER
UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL
BE REMOVED AND/OR CAPPED, PLUGGED, OR OTHERWISE
DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE
EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE
ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND,OR
LOCAL UTTUTIES.
13. AU. EXISTING ACTIVE SEWER, WATER. GAS, ELECTRIC AND ALL OTHER
UTILITIES WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT
AIL TIMES.
14. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR
MODIFICATIONS MAY Be REQUIRED TO SUIT JOB DIMENSIONS OR
CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART
OF THE WORK.
15. CONTRACTOR SHALL PROVIDE A TOILET FACILITY DURING AU. PHASES OF
CONSTRUCTION.
I G. SUFFICIENT MONUMENTATON WAS NOT RECOVERED TO ESTABLISH THE
POSITION OF THE BOUNDARY ONES SHOWN HEREON. THE BOUNDARY
REPRESENTED ON THIS MAP 15 BASED ON COMPILED RECORD DATA AND
BEST FIT ONTO EXISTING IMPROVEMENTS. IT 15 POSSIBLE FOR THE
LOCATION OF THE SUBJECT PROPERTY TO SHIFT FROM THE PLACEMENT
SHOWN IIEREON WITH ADDITIONAL REL) WORK AND RESEARCH.
THEREFORE ANY SPATIAL REFERENCE MADE OR SHOWN BETWEEN THE
RELATIONSHIP OF THE BOUNDARY LINES SHOWN HEREON AND EXISTING
GROUND FEATURES, EASEMENTS OR LEASE AREA 15 INTENDED TO BE
APPROXIMATE AND 15 SUBJECT TO VERIFICATION BY RESOLVING THE
POSITION OF THE BOUNDARY UNES,
17. CONTRACTOR TO VERIFY THE LATEST/CURRENT RF DESIGN.
(E) DIESEL GENERATOR BY OTHERS
(E) METER BY OTHERS
(E) CONCRETE WALL
(E) EQUIPMENT
SHELTER BY OTHERS
(E) ICE BRIDGE, TYP
(E) EQUIPMENT BY OTHERS, TYP
1
i
4
RE -VIEWED FOR`
CODE COMPLIANCE
APPROVED,r
JUN 21 2018.
City of Tukwila;
BUILDING, DIVISION
- / \ T
(N) SPRINT LEASE AREA
W/ (N) CONCRETE PAD 1
(N) SPRINT EQUIPMENT
\ 7
(,
(N) CHAIN UNK FENCE
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SEE EQUIPMENT PLANS --1-
SITE PLAN
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ANTENNAS 4 RRUS
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CITY OF�TUkWI `A
,JAN 1 4 2018
PERMIT CENTER
(3) (N) SPRINT HYBRID FIBER CABLES FROM
(N) SPRINT E -CAB TO (N) SPRINT RRI15, ± 165'
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10590 WEST OCEAN AIR DRIVE, SUITE 300
SAN DIEGO, CA 92130
PRECISION DESIGN
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Phone: (530) 823-6546 www.pdnd.com
11768 Atwood Rd, Suite 20 Auburn, CA 95603
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TUKT9LA, WA 98168
ISSUE STATUS
A
DATE
DESCRIPTION
05/21/18
CD 9096
05/29/18
CD 100%
DRAWN BY: T. WEBS
CHECKED BY: T. maw
APPROVED BY: 5, M 0MB
DATE: 05/29/18
51'1E1 711:
SITE PLAN
SHEET NUMBER
A-2
(E) SPRINT AC DISCONNECT
(E) SPRINT METER
(E) SPRINT GFS ANTENNA TO
BE REMovED i REPLACED
(E) SPRINT CABINET
TO BE REMOVED
(E) SPRINT CONCRETE EQUIPMENT
PAD TO BE REMOVED $ REPLACE -0
(E) CHAIN UNK FELE w/ BARBED WIRE
SECTION TO BE REMOVED $ REPLACED
(E) GENERATOR.
BY OTHERS
fEXISTING EQUIPMENT PLAN
1/2.-1,4y
(E) SPRINT WINDER BOX
(N) SPRINT E -CAB
(N) SPRINT CONCRETE
EQUIPMENT PAD
(N) CHAIN UNK FENCE
TO MATCH EXISTING
(N) SPRINT PPC ON (N) H -FRAME
16-0'
1
1
1
1
1
1
1
1I-0'
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(N) SERVICE
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atm 111.10 emu
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CFC CHAPTER G COMPLIANCE
TOTAL ELECTROLYTE -8 BATTERIES X 2.49 GAL / BATTERY - 19.92 GAL
(SINCE <50 GAL Of ELECTROLYTE, CFC CHAPTER 6. SECTION 608 NOT APPUCABLE
BATTERY INFORMATION
(BATTERY ELECTROLYTE DATA - 12V MONOBI.00ES)
BATTERY MODEL
TOTAL # OF
BATTERY UNITS
INSTALLED
TOTAL ELECTROLYTE
VOLUME (GAL) PER
UNIT
TOTAL ELECTROLYTE
WEIGHT (IBS) PER
UNIT
% SULFURIC ACID VOWME / UNIT
ACID BY VOL ' ELECTROLYTE VOWME / UNIT
I2NDT190
8
2.49 GAL
27.25165
58% - 1.45 GAL/ 2.49 GAL
% SULFURIC TOTAL ACID WEIGHT
TOTAL, SULFURIC TOTAL UNITS X
VOWME (GAL) = 5uLFURC
VOWME/UNITS
TOTAL SULFURIC TOTAL UNITS X
WEIGHT 9.65) - ACID WEIGHT/ UNIT
ACID BY WEIGHT = TOTAL ELECTROLYTE
WEIGHT
40.8% = 11.12155 / 27.25 IBS
I I.6 GAL = 8 UNITS X 1.45 / UNIT
88.99 LBS = 8 UNTTS X 1 1.12185
BATTERY DATA CHART
I I' -O'
it
1 Cif of Tukwila
%/ \\\\\ BUIL �� ING DIVISION
I / \
[ / \
I
/ \
*I1 / \
/ \
/ \
RECEIVED
Tht
(3) (1,11 Waif HYBRID FIBER CABLES FROM (N)
SPRINT E -CAB TO (N) SPRINT RRHS, 2165'
(N) SPRINT BLAB
WED FOR
LIANCE
ED
1JN42i 2018
1
T
CITY OF TUKWILA
NEW EQUIPMENT PLAN
I'0 JUN 1 4 2018
PERMIT CENTER
4:1,,IN\I\mo
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PRECISION DESIGN
'r mow, INC.
Phone: (530) 823-6546 www.Pdnd.com
11768 Atwood Rd, Sulte 20 Auburn. CA 95603
igh
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11111
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RIVERTON
5E52XCII9
13130 5 13151 PLACE
TUKMIA, WA 98168
ISSUE STATUS
0
DATE
DESCRIPTION
05/21/18
CD90%
05/29/18
CO 100%
DRAWN BY: T. WE BB
CHECKED 6Y: T. DCARfo
APPROVED BY: B. McCOM6
DATE: 05/29/18
SHEET TIRE:
EQUIPMENT PIANS
SHEET NUMBER
A-3
FSS
�Cjbo.
(E) SPRINT RRH TO Be REMOVED $
REPLACED, (I) PER SECTOR, (3) TOTAL
(E) SPRINT ANTENNA TO BE REMOVED $
REPLACED. (1) PER SECTOR, (3) TOTAL
(E) SPRINT MW ANTENNA TO REMAIN
(E) SPRINT MW FILTER TO REMAIN
(E) COLLAR MOUNT
(E) MONOPOLE
(E) STANDOFF ARM. (11
PER SECTOR, (3) TOTAL
EXISTING ANTENNA PLAN
I/2 -I -D
(N) SPRINT DUAL -BAND ANTENNA,
(1) PER SECTOR. (3) TOTAL
(N) SPRINT MIMO ANTENNA. (1)
PER SECTOR, (3) TOTAL
(N) SPRINT 4 -PORT 800 MHZ
RRU, (I) PER SECTOR, (3) TOTAL
M
Str'op"C3ar
(N) SPRINT 1900 MHZ RRU,
(1) PER SECTOR, (3) TOTAL
2
(N) ANTENNA MOUNTING FRAME.
(1) FETE SECTOR, (3) TOTAL
NEW ANTENNA PLAN
I/2•- I'17
NOM:
I . 065TNNG ANTENNAS ARE COMA 05455 NOTED OTREME.
2. 21105006 02 OWING ANTENNAS SPACING OR PLATFORMS An AP ROXIMAT2. CONTRACTOR 5IWL 1900 VERITY PRIOR TO START Of CONSTRUCTION.
3. PROPOSED SPRINT ANTENNAS INCLUDE 115220052 2315 MICR SMALL EE MOUNTW ON THE PIPE 66155 111 ANTBMA 564120 TO THAT 511011,4 IN RAI MOUNTING (COLS.
4. PIED vain 155151G A24A1TH SCORE SUIXNG THE ANTENNA. PRIOR APPROVAL FRCRA 5RINT MUST BE 001111120 SWORE MOVING ANY ANIEWAS.
5. APPPOAMA12 LENGTH 0P (N ANTENNA CADIZ RR2 - APPROX. 20(51120f LATERAL DISTANCE + ANIMA MOUNTING 18551T + 20
6. CONDUCTOR 51 W L VERIFY TIE D04MINT Of POI ANTENNA 15111( A DIGIT/ ILVT.
7. CONTRACTOR TO CO IA ANTENNA CADIZ COLOR CODING POOR TO 00115TRUCTION. (5E 51(022 W-2)
5. COLORR4EANG SHALL EE 2. WIDE ON RRAWN UNE (5 VW MIN./ SPACING10 EE 1' EEM2EN 00105. COLOR RAND ON JUMIT5 I•WIDE *91111' 52900 WV COLOR 541052' BEYOND WEATHERPROOFING. START 5ECT0R
COIDR KEIT TO END CONNECTOR. 51IE SHEET 6.2 FOR MEM ANTEMA COLE COLOR CODING.
9. COAX JUMPERS SHALL NOT IXC® 15 42122015; CONFIRM 5PE0PIO LENGTH PER 5122 MTM CURRENT 1075
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUN 21 2018
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUN 142018
PERMIT CENTER
Sprint>
ANTENNA AND TRANSMISSION CABLES SCHEDULE (VERIFY WITH CURRENT ENS)
ANIZAWA
IRORXSO
ii(71NOIDGY
IROfO:SO
ANTENNA MOUE!
ANTENAA/MTHRAD
114
TRANSMISSION UNE
CASTING
PROPOSED
Mat
NA2HI
TW35)
205/0522 E
0
1
40131903 MW
Al/61e11.1 5X 13-0120
60•
60.
105'-0'
2165
5'0
FIBER A +
RLS OR 57.11:1112ftC(
2
25002014
1.144110
60
105'0
±(GS'
5-0'
TIBER 1
+
RLS OR 5111102 RB(
3
DRAWN BY: T. MB
-
.
13
04
1
EOV1900 144
APXVEd115X_43L220
AIV
LEO
105'.0
±165
5'.0
+4 FIRER L
R65 CR5EALIDE FLU
2
2500144
M42550
-
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103.0
2165'
5'-0
McVNAG
R45225EA1TITE FLEX
3_
.
U
1
E00/1900 1414
5205221115043L-120
300
307
105'0
2165'
530
+46VDC FIBER L
265 OR 5EMTfRJ7(
Fl
2
2500 Mb
144.440
-
300'105'30
2165'
5'-O
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RG5 0R 5151111E 1105
3
_
.
,Ky'
•
G5 L1
65-TMGHR-26N-
-
-
-
-
-
NOM:
I . 065TNNG ANTENNAS ARE COMA 05455 NOTED OTREME.
2. 21105006 02 OWING ANTENNAS SPACING OR PLATFORMS An AP ROXIMAT2. CONTRACTOR 5IWL 1900 VERITY PRIOR TO START Of CONSTRUCTION.
3. PROPOSED SPRINT ANTENNAS INCLUDE 115220052 2315 MICR SMALL EE MOUNTW ON THE PIPE 66155 111 ANTBMA 564120 TO THAT 511011,4 IN RAI MOUNTING (COLS.
4. PIED vain 155151G A24A1TH SCORE SUIXNG THE ANTENNA. PRIOR APPROVAL FRCRA 5RINT MUST BE 001111120 SWORE MOVING ANY ANIEWAS.
5. APPPOAMA12 LENGTH 0P (N ANTENNA CADIZ RR2 - APPROX. 20(51120f LATERAL DISTANCE + ANIMA MOUNTING 18551T + 20
6. CONDUCTOR 51 W L VERIFY TIE D04MINT Of POI ANTENNA 15111( A DIGIT/ ILVT.
7. CONTRACTOR TO CO IA ANTENNA CADIZ COLOR CODING POOR TO 00115TRUCTION. (5E 51(022 W-2)
5. COLORR4EANG SHALL EE 2. WIDE ON RRAWN UNE (5 VW MIN./ SPACING10 EE 1' EEM2EN 00105. COLOR RAND ON JUMIT5 I•WIDE *91111' 52900 WV COLOR 541052' BEYOND WEATHERPROOFING. START 5ECT0R
COIDR KEIT TO END CONNECTOR. 51IE SHEET 6.2 FOR MEM ANTEMA COLE COLOR CODING.
9. COAX JUMPERS SHALL NOT IXC® 15 42122015; CONFIRM 5PE0PIO LENGTH PER 5122 MTM CURRENT 1075
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUN 21 2018
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUN 142018
PERMIT CENTER
Sprint>
MC/7
10590 WEST OCEAN AIR DRIVE, SUITE 300
5AN DIEGO, CA 92130
PRECISION DESIGN
2aflinINC.
Phone: (530) 823-6546 www.pdnd.com
11768 Atwood Rd, Suite 20 Auburn, CA 95603
i 41
Nib
IIII
1011
f11:i
9151
114
ria
44
RIVERTON
SE52XC119
131305 131ST PLACE
TUKWILA, WA 98168
ISSUE STATUS
0
DATE
DESCRIPTION
05/21/18
CD90%
05/29/18
CD 100%
DRAWN BY: T. MB
CHECKED BY: T. DCARLO
APPROVED BY: B. M 0),L0
DATE: 05/29/10
SHEET TITLE:
ANTENNA PLANS
SHEET NUMBER
A-4
(E) ANTENNAS BY OTHERS
(E) SPRINT ANTENNA TO BE REMOVED E
REPLACED, (1) PER SECTOR, (3) TOTAL
(E) COLLAR MOUNT
(E) ANTENNAS BY OTHERS
(E) ANTENNAS BY OTHERS
(E) SPRINT GPS ANTENNA TO
BE REMOVED i REPLACED
(E) SPRINT
WINDER BOX
(E) SPRINT AC
DISCONNECT
(E) SPRINT TELCO BOX
(E) SPRINT METER
(E) METER BY
OTHERS BEYOND
(E) SPRINT CABINET
TO BE REMOVED
(E) EQUIPMENT BY
OTHERS, TY?
(E) COMPOUND
ACCESS GATE
(E) SPRINTMW ANTENNA TO REMAIN
(E) SPRINT MW FILTER TO REMAIN
(E) SPRINT RRH TO BE REMOVED i
REPLACED, (I) PER SECTOR, (3) TOTAL
(E) STANDOFF ARM, (1)
PER SECTOR. (3) TOTAL
(E) MONOPOLE
(E) ANTENNAS BY OTHERS
(E) DIESEL GENERATOR
BY OTHERS
(E) DIESEL GENERATOR
BY OTHERS
(E) ICE BRIDGE, TYP
(E) SPRINT CONCRETE EQUIPMENT
PAD TO BE REMOVED 4 REPLACED
TOP OF (E) MONOPOLE
± 120-0' Aa aur
rycli TIP OF (N) SPRINT MINN*
±108.-0 AGL
TIP OF (E) SPRINT ANTENNAS Ap
± 107-4' AGL
RAD CENTER OF (E) 4 (N) SPRINT ANTENNAS
±105' -CP
(E) EQUIPMENT SHELTER
BY OTHERS
(E) CHAIN UNK FENCE
W/ BARBED WIRE
(E) CONCRETE WALL
EXISTING SOUTHEAST ELEVATION
GROUND LEVEL Alp
±0'-0'
(N) SPRINT GPS ANTENNA
(N) SPRINT PPC ON (N) H -FRAME
(N) SPRINT BLAB
(N) SPRINT E -CAB
(N) CHAIN UNK FENCE
TO MATCH EXISTING
(N) SPRINT CONCRETE
EQUIPMENT PAD
(N) ANTENNA MOUNTING FRAME,
( I ) PER SECTOR, (3) TOTAL
(H) SPRINT MIMO ANTENNA,
( I ) PER SECTOR, (3) TOTAL
(N) SPRINT DUAL -BAND
ANTENNA, ( I ) PER SECTOR, (3)
TOTAL
(N) SPRINT 4 -PORT 800 MHZ
RRU, (I) PER SECTOR, (3) TOTAL
(N) SPRINT 1900 MHZ RRU,
(I) PER SECTOR (3) TOTAL
(3) (N) SPRINT HYBRID FIBER
CABLES FROM (14) SPRINT ELAS
TO (N) SPRINT RRHS, ±I65'
NEW SOUTHEAST ELEVATION
3/16'= I' -O'
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUN 21 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUN 1 4 2018
PERMIT CENTER
i?1 1
•
i
C.t
mc/7
10590WEST OCEAN AIR ERNE, SUITE 300
SAN DIEGO, CA 92130
PRECISION DESIGN
gufii47) INC.
Phone: (530) 823-6546 www.pdnd.com
11768 Atwood Rd, Suite 20 Auburn, CA 95603
1111
bit
INlotI
Ord
IHip
I
6
iii
RIVERTON
5E52XCII9
131305 1315T PLACE
TUKWI)A, WA 98168
ISSUE STATUS
A
DATE
DESCRIPTION
05/21/18
CD90%
05/29/18
CD I00%
DRAWN BY: T. WEBB
CHECKED BY: T. DC,ARL0
APPROVED BY: B. McCOMB
DATE: 05129/1 8
SHEET TITLE:
ELEVATIONS
SHEET NUMBER
A-5
RFS APXVBBLL 15X 43-C-120
WIND AREA: 5.08 50 FT
WEIGHT: 82.5135
DIMENSIONS: 66.7" X 19.6' X 8.5'
RF CONNECTOR: (8) 4.3- I 0 FEMALE
t J
TOP VIEW
66.T
8.5•
FRONT VIEW SIDE VIEW
ANTENNA DETAIL
112'= I'
f-30.0'
38.0'
TOP VIEW
E -CAB CABINET
TOTAL WEIGHT: 505 185
DIMENSIONS: 30' X 38' X 70'
FRONT VIEW
E -CAB
0. T
•
•
l • • 1 -
SIDE VIEW
E -CAB CABINET
112'=1'
SAMSUNG M-MIMO AAU
TOTAL WEIGHT: +/- 143 LB
DIMENSIONS: 41.33' TALL X 19.69'
WIDE X 5.5 I' DEEP
TOP VIEW
T
41.3'
SIDE VIEW FRONT VIEW
MIMO ANTENNA DETAIL
1/2'=1'
16.54'
a
B -CAB CABINET
SAMSUNG 800 MHz RRH-C4
TOTAL WEIGHT: UNDER 48.5 LB5
DIMENSIONS: 12.60' X 12.60' X 7.68'
,, 2.60' -
7.68'
TOP VIEW
7.68'
FRONT VIEW SIDE VIEW
800 Mhz RRh-C4 DETAIL
TOTAL WEIGHT: 330185 W/OUT BATTERIES
DIMENSIONS: 16.54' X 34.72' X 73.54"
FRONT VIEW SIDE VIEW
B -CAB CABINET
I/2'= I'
TOP VIEW
PPC CABINET
TOTAL WEIGHT: 80185
DIMENSIONS: 24.0' X 36.0' X 10.0'
PPC CABINET, ELTEK
P/N 581 1122036
10.0'
FRONT VIEW RIGHT VIEW
PPC DETAIL
1/2'=1'
f- 9.0'1
SAMSUNG 1900
MHZ RRU
38'--,
111111
FRONT VIEW SIDE VIEW
900 MHz
P r";FWED FOR
MPLIANCE
APPROVED
,'= I'
PCTEL GPS -TM
JUN 21 2018
City of Tukwila
ING DIVISION
DIMENSIONS:
WEIGHT:
CONNECTOR:
MOUNTING:
FREQUENCY BAND:
5.0' TALL X3.2' WE
0.6 LB5
N, FEMALE (ONE - BOTTOM FED)
FIT PIPES I - I.45'
1575.42 +/- 1.2M11z
RECEIVED
CITY OF TUKWILA
JUN 1 4 2018
34'ERMIT CENTER
GPS -TMG -11R -26N
GPS-TMG-MNT-R GPS-TMG-HR-26NCM
GPS ANTENNA DETAIL
NTS
•
Imo
tan
MCI?
10590 NEST OCEAN NR DRIVE, SUITE 300
5AN DIEGO, CA 92130
PRECISION DESIGN
ebur�f67, INC.
Phone: (530) 823-6546 www.pdnd.corn
11768 Atwood Rd, Suite 20 Auburn. CA 95603
ti
Hip
11111
MI
Viii
iill
11.
v• a
o
mNAL
RIVERTON
SE52XCI19
13130 5 13151 PIPLE
TIARA, WA 98168
ISSUE STATUS
A
DATE
DESCRIPNON
05/21/18
CD90%
05/29/18
CD 100%
DRAWN BY: T. WEBB
CHECKED BY: T. DiCARLO
APPROVED BY: B. McCOMB
DATE: 05/29/18
_...
SHEET TRIS:
DETAILS
511EET NUMBER
A-6
3' GALV CR055 BARS
FRONT VIEW
(E) ANTENNA MOUNTING PIPE
50(43-K UNIVERSAL
CROSSOVER CLAMP
SIDE VIEW
ANTENNA MOUNT DETAIL
1'-1'
MAX
T
CABINET
ISO VIEW SIDE VIEW
ANTENNA MOUNTING DETAIL
1•=I'
02' 55 HILTI KB -TZ W/ 01Y4'
WASHER, 2' MIN EFFECTIVE
EMBED INSTAUED PER MPR
SPECS OCC E5R-1917), TW
OF 4
CONCRETE SLAB
8' MIN
51AB THICKNESS
CAP
GALV UNISTRUT
P1000TVP
0 3' STD POST
CABINET ANCHORING DETAIL
0i$55HILTIKB-TZ W/01W
WASHER 31$ MIN EFFECTIVE
EMBED INSTALLED PER MFR SPECS
(ICC E5R-1917), TIP OF 4
-1 —III— I I—III—III—III—III—i I I—I
1= I I I-1 I
1=1 1111 I1111 1= 1=1
-1 - =III 6' MIN
EDGE DISTANCE
11 -FRAME DETAIL
I/2'- I'
8' MIN
SLAB THICKNESS
3" 5TD GALV POST
UNISTRUT PIPE STRAP
GALV UNISTRUT
'10001- TY?
MOUNTING PLATE VARIES
PER CABINET RRUS CABINET
150 VIEW
SIDE VIEW
RRU POLE MOUNTING DETAIL
NTS
BASE PLATE DETAIL
NTS
EQUIPMENT CABINET
EQUIPMENT CABINET
01f' A325 GALV BOLT,
NUT < WASHER
2' LIQUID TIGHT STRAIGHT
CONNECT, CARLON CAT #
LT43J OR 2' SEAL TTTE 90'
CONDUIT CONNECTOR PART!
500007 OR EQUAL
2' LIQUID TIGHT
FOIBLE NONMETAWC
SIDE VIEW
CABINET MOUNTING DETAIL
I'-3'
CONDUIT (LNFC)
I' HYBRID CABLE,
INSTALL IN FINAL
PERMANENT POSITION
REVIEWED FOR _.
CODE COMPLIANCE
APPROVED
JUN 21 2013
City of Tukwila
BUILDING DIVISION
RECEIVED
CITY OF TUKWILA
JUN 1k2018
ERMIT CENTER
SIDE VIEW
CABLE ENTRY DETAIL
1'-1'
C
•�
Um
. ^-
MC/7
10590 WEST OCEAN AIR DRIVE, SURE 300
SAN DIEGO, CA 92130
PRECISION
, DESIGN
'gZxfiz," J, INC.
Phone: (530) 823-6546 www.pdnd.com
11768 Atwood Rd. Suite 20 Auburn. CA 95603
MI
iIi1
iligi
1:111
lid
1/11
dl0
mNAL
RIVERTON
5E52XCII9
13130 5 1315T PLACE
TUKWILA, WA 98168
ISSUE STATUS
-
0:
DATE
DESCRIPTION
05/21/18
CD90%
05/29/18
CD 100%
DRAWN BY: T. WEBS
CHECKED BY: T. D CARLO
APPROVED BY: 9. McCOMB
DATE: 05/29/18
SHEET ma:
DETAILS
511EET NUMBER
A-7
CONCRETE NOTES
1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO AC 318-05.
2. CONTRACTOR SHALL VERIFY SITE CONDITIONS t ALL DIMENSIONS PRIOR TO STARTING WORK. NOTIFY ENGINEER
Of RECORD Of ANY DISCREPANCIES.
3. CEMENT SHALL CONFORM TO ASTM C 150, TYPE II.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33.
5. All CONCRETE SHALL BE A 5 SACK MMX WITH A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.
6. ALL REINFORCING STEEL SHALL BE GRADE 60 AND CONFORM TO ASTM A615 UNLESS OTHERWISE NOTED. SEE
PIAN FOR 512E AND PLACEMENT.
7. MINIMUM LAP SPUCE SHALL BE 40 BAR DIAMETERS UNLESS OTHERWISE NOTED.
8. MINIMUM BEND DIAMETER SHALL BE 6 BAR DIAMETERS UNLESS OTHERWISE NOTED.
9. MINIMUM REINFORCING COVERAGE 15 3' UNLESS OTHERWISE NOTED.
10. CONCRETE SHALL BE PLACED AGAINST FIRM UNDISTURBED 501L AT DEPTH SHOWN.
11. BOTTOM Of ALL FOOTING TRENCHES SHALL BE CLEAN AND LEVEL
12. ALL BOLTS t THREADED ROD SHALL BE ASTM A307 MINIMUM UNLESS OTHERWISE NOTED, NEW, t WITHOUT
SIGNIFICANT RUST,
13. A V4' CHAMFER SHALL BE PROVIDED AT All EXPOSED EDGES OF CONCRETE UNLESS OTHERWISE NOTED.
SPECIAL INSPECTIONS t TESTING
ENGINEER Of RECORD MUST SPECIFY ALL SPECIAL INSPECTIONS t TESTING FOR SHELTER FOUNDATION, A5
APPROPRIATE A5 FOLLOWS:
- EXCAVATION DEPTH t BEARING MATERIAL
- REINFORCING 51 I. AND PLACEMENT.
- CONCRETE FORM WORK.
- CONCRETE MIX DESIGN.
- CONCRETE SWMP, TEMPERATURE, PLACEMENT, CURING TECHNIQUES AND STRENGTH TESTING.
eV 55 Iinnnn K8.TZ W/ 01 '
WASHER 2' MIN EFfECTIVE
EMBED INSTALLED PER MI R
SPECS (ICC ESR -I917), rep
Of 4
CABINET ANCHORING DETAIL
I'-6
1
PLAN VIEW
PI BARS ® 12' 0.C.
EACH WAY Q MID SLAB
Y' CHAMFER Q SLAB EDGE
8' THICK CONCRETE SLAB
SLAB DETAIL
(4) 0Yz' 55 HILTI KB -TZ
3Y' EFFECTIVE EMBED INTO
(N) CONC SLAB, INSTALL
PER MANUF SPECIFICATIONS
E -CAB * B -CAB BOLT LAYOUT
8' CONCRETE SLAB
f4 BARS ® 12' 0.C. EACH WAY
GRADE
I 1-1 I I—III-1 I I—III-1 i-1 1-1 I I-1'
11-1 I I—III—III-111—III-1 I IJ r
I—III III—III—III-1 1-
SECTION VIEW
UNE PO5T DETAIL
3 STRANDS BARBED WIRE
PRIVACY SLATS
023' ASTM A53 SCHED 40
GALV POST TYPICAL
BOTTOM TENSION WIRE
GROUND RING
(E) CONCRETE SLAB TO BE REMOVED
(N) DIRT TO FILL VCD FROM (E) SLAB
(E) UNDISTURBED DIRT
0) GRADE
'•IIaIIg InI1GIT�nFnA=1.,11 g11K1�11Pifam -
-11 :nN�nF a r_T n--1I�1Ir.I-1
—III I-1 1 I—III—III-1 1-111
SECTION VIEW
CLEARWIRE SLAB DET' ISL REVIEWED FOR
ODE COMPLIANCE
APPROVED
_,E(TI<R10RSIDE
I'-0•
FACILITY SIDE
JUN 2 1 2.C13
City of Tukwila
3-i`TTG DIVISION
3.4:7 2' 9'
-012',"
O CORNER POST DETAIL
PRIVACY SLATS
0274' ASTM A53 SCHED 40
GALV POST TYPICAL
*2 TINNED COPPER
CADWEID 10 CORN- f.. c E l �� r1
GATE, TERMINAL y Lt' •r G
POST ELFTPi t O F TUKWILA
RING TYP.
GROUND RING JUN 1 4 2018
PERMIT CENTER
Sprint
md7
10590 WEST OMAN MR DRIVE, SUITE 300
SAN DIEGO, CA 92130
PRECISION DESIGN
de
• gta INC.
Phone: (530) 823-6546 www.pdnd.com
11768 Atwood Rd, Suite 20 Auburn, CA 95603
di'
TAIL
11111
I a
ill
iiall
.,,
1rT
PoNALs
RIVERTON
5E52XCI19
13130 5 1315T PLACE
TUKWILA, WA 98168
ISSUE STATUS
0
DATE
DESCRIPTION
05/21/18
CD90%
05/29/18
CD 100%
,
°
4
•
DRAWN BY: T. WEBB
CHECKED BY: T. DCARLO
APPROVED BY: 5, MCCOMB
DATE: 05/29/18
SHEET TITLE:
DETAILS
^
•
°
•
°
, a
PLAN VIEW
PI BARS ® 12' 0.C.
EACH WAY Q MID SLAB
Y' CHAMFER Q SLAB EDGE
8' THICK CONCRETE SLAB
SLAB DETAIL
(4) 0Yz' 55 HILTI KB -TZ
3Y' EFFECTIVE EMBED INTO
(N) CONC SLAB, INSTALL
PER MANUF SPECIFICATIONS
E -CAB * B -CAB BOLT LAYOUT
8' CONCRETE SLAB
f4 BARS ® 12' 0.C. EACH WAY
GRADE
I 1-1 I I—III-1 I I—III-1 i-1 1-1 I I-1'
11-1 I I—III—III-111—III-1 I IJ r
I—III III—III—III-1 1-
SECTION VIEW
UNE PO5T DETAIL
3 STRANDS BARBED WIRE
PRIVACY SLATS
023' ASTM A53 SCHED 40
GALV POST TYPICAL
BOTTOM TENSION WIRE
GROUND RING
(E) CONCRETE SLAB TO BE REMOVED
(N) DIRT TO FILL VCD FROM (E) SLAB
(E) UNDISTURBED DIRT
0) GRADE
'•IIaIIg InI1GIT�nFnA=1.,11 g11K1�11Pifam -
-11 :nN�nF a r_T n--1I�1Ir.I-1
—III I-1 1 I—III—III-1 1-111
SECTION VIEW
CLEARWIRE SLAB DET' ISL REVIEWED FOR
ODE COMPLIANCE
APPROVED
_,E(TI<R10RSIDE
I'-0•
FACILITY SIDE
JUN 2 1 2.C13
City of Tukwila
3-i`TTG DIVISION
3.4:7 2' 9'
-012',"
O CORNER POST DETAIL
PRIVACY SLATS
0274' ASTM A53 SCHED 40
GALV POST TYPICAL
*2 TINNED COPPER
CADWEID 10 CORN- f.. c E l �� r1
GATE, TERMINAL y Lt' •r G
POST ELFTPi t O F TUKWILA
RING TYP.
GROUND RING JUN 1 4 2018
PERMIT CENTER
Sprint
md7
10590 WEST OMAN MR DRIVE, SUITE 300
SAN DIEGO, CA 92130
PRECISION DESIGN
de
• gta INC.
Phone: (530) 823-6546 www.pdnd.com
11768 Atwood Rd, Suite 20 Auburn, CA 95603
di'
TAIL
11111
I a
ill
iiall
.,,
1rT
PoNALs
RIVERTON
5E52XCI19
13130 5 1315T PLACE
TUKWILA, WA 98168
ISSUE STATUS
0
DATE
DESCRIPTION
05/21/18
CD90%
05/29/18
CD 100%
DRAWN BY: T. WEBB
CHECKED BY: T. DCARLO
APPROVED BY: 5, MCCOMB
DATE: 05/29/18
SHEET TITLE:
DETAILS
_ SHEET NUMBER
A-7
GROUNDING NOTES
1. All DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND
CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS.
2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS
USING 02 GROUND WIRES AND CONNECT TO SURFACE MOUNTED GROUND BUS BARS AS
SHOWN. FOLLOW ANTENNA AND 575 MANUFACTURERS PRACTICES FOR GROUNDING
REQUIREMENTS. GROUND COAX SHIELD AT 60T11 ENDS USING MANUFACTURERS PRACTICES.
ALL UNDERGROUND WATER PIPES, METAL CONDORS AND GROUNDS THAT ARE A PART OF MI5
SYSTEM SHALL BE BONDED TOGETHER.
3. All GROUND CONNECTIONS SHALL BE 02 AWG U.N.O. All WIRES SHALL BE COPPER THIIWTHWN.
ALL GROUND WIRE SHALL BE 50UD 11N COATED OR STRANDED GREEN INSULATED WIRE.
4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 5 OHMS MAXIMUM. PROVIDE
SUPPLEMENT GROUNDING RODS AS REQUIRED TO ACHIEVE SPECIFIED 011M5 READING.
GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED BY THE CIEARWIRE
REPRESENTATIVE.
5. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTAWNG GROUNDING SYSTEM
DUE TO 501 501L CONDITIONS.
6. BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN TINNED COPPER SIZES AS NOTED ON
PIAN.
7. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 30' BELOW
GRADE/FROST-UNE IN TRENCH, U.N.O., AND BACK FILL SHALL BE COMPACTED AS REQUIRED BY
ARCHITECT.
8. ALL GROUND CONDUCTORS SMALL BE RUN AS STRAIGHT AND SHORT AS POSSIBLE, WITH A
MINIMUM 12' BENDING RADIUS NOT LESS THAN 90 DEGREES.
9. ALL SUPPORT STRUCTURES, CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE BONDED TO
GROUND SYSTEM AT A POINT NEAREST THE MAIN GROUNDING BUS TAGS' (OR DIRECTLY TO
GROUND -RING).
10. ACCEPTABLE CONNECTIONS FOR GROUNDING 5Y5TEM SHALL BE:
a. BURNDY, HY-GRADE U.L U5TED CONNECTORS FOR INDOOR USE OR AS APPROVED BY
CIEARWIRE PROJECT MANAGER.
b. CADWEID, EXOTHERMIC WELDS (WELDED CONNECTIONS).
c. TWO -(2) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS (BUS BAR
CONNECTIONS).
I I . ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURERS DII MARK VISIBLE AT THE
CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES).
12. PRIOR TO ANY WG-BUSBAR CONNECTIONS, THE BUSBAR SHALL BE CLEANED BY USE OF
SCOTCH-BRRC OR PLAIN STEEL WOOL AS TO REMOVE ALL SURFACE OXIDATION AND
CONTAMINANTS. A COATING OF 'NO -0X -ID' SHALL BE APPURD TO THE CONNECTION SURFACES.
13. ALL CONNECTION HARDWARE SHALL BE TYPE 316 55 (NOT ATTRACTED TO MAGNETS).
14. THE GROUND RING SHALL BE INSTAUJD 24' MINIMUM BEYOND ANY BUILDING DRIP UNE.
15. ELECTRICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 250.82 AND
SHALL BOND ALL EXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE
SHALL INCLUDE BUT NOT UNITED TO GROUND RODS, GROUND RING IF SERVICE 15 WTTIIN TME
RADIO EQUIPMENT LOCATION, BUILDING STEEL IF APPUCABLE, COW WATER CONNECTIONS MUST
BE MADE ON THE STREET SIDE OF MAIN SHUT-OFF VALVE.
GROUND BAR
02 AWG FROM EQUIPMENT
TO BE GROUNDED
DUAL CADWELDS, TO BE
USED W/N2 AWG BCW
TO GROUND RING
I' OVC SEALTITE
(1) SCL SERVICE
0
(E) NEMA 3R, 100A,
240/120V, 10, 3W,
14kAIC METER/MAIN,
SERVICE ENTRANCE RATED
G N
SIUCON SEAL
AT TOP
NOTE:
I . CONTRACTOR TO UTTUZE KOPR-SHIELD (TRANS 4 BETTS) ON
ALL WG CONNECTIONS OR APPROVED EQUAL
2. ALL LUGS TO BE DUAL 11011 LONG BARREL AND CRIMPED
TWICE WITH MFRS RECOMMENDED TOOL
GND
1000 0,-,/
GROUNDING BAR CONNECTION DETAIL
NTS
PANELBOARD
VOLTS 240/120V, 10, 3W
BUS AMPS: 2000
50 LEVEL: I OkAIC
MAIN CB: 200A
LOAD DESCRIPTION
DKR
AMP/
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MR
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IP / IP
(E) LIGHT (E) PLUG
SINGLE LINE DIAGRAM
SINGLE LINE / PANEL DIAGRAM
N15
(N)Y'COAX JUMPER
(1) HYBRID ANTENNA CABLE ROUTED TO
MATCH (1) AND/OR UNDERGROUND CONDUIT
PATH TO IAMBS CABINET MUDROOM
DOW NTILT BRACKET
MOUNT PIPE
I (N) PANEL ANTENNA PER PUN
11 NOTE:
MOUNTING CONFIGURATIONS VARY FROM
SITE TO SITE; CONFIRM SPECIFIC MOUNTING
CONFIGURATION 01 ANTENNA LAYOUTS.
(N) RRH PER PLAN
—I—(N) 06 AWG RRH GROUND CONDUCTOR
II/2AWGMA5TG0UC0N0UCT0 � (E) COPPER GROUND BUS BAR
TO GROUND
I
M) 15 AMP BREAKER
ANTENNA/RRI-I CABLE ROUTING
NTS
INSTALL MOUNTING PIPE (TVP)
INSTALL ANTENNA (TVP) —
O
INSTALL R1:11 (TIP) �L—
JUMPER CABLES (TVP)
FIBER / DC CABLES (TVP)
BREAK OUT CYUNDERS (EYP)
(N) EQUIPMENT
CABINETS
1
GPS UNIT
01Y; 5CH 40 STAINLESS
STEEL OR GALV PIPE
UNISTRUT P 1000Tz
LENGTH AS REQ, 2 MIN
IY,'PIPE TOP1010
SPRING NUT,IYP
BURNDY TYPE GAR GPS MAST
GROUND LUG 02 AWG TO GROUND
02 AWG TO GROUND
GPS COPPER GROUND BAR
/2 AWG GROUND WIRE
•
N
8
•
•
•
1
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8
N
SYMBOL LEGEND
EXOTHERMIC CONNECTION
A MECHANICAL CONNECTION
•
•
EQUIPMENT GROUND
n
v
GROUNDING DIAGRAM
NTS
SECURE TO SHEET METAL
ENCLOSURE USING: 0Y' SHEET
METAL SCREWS (2 PER UNISTRUT)
•
•
UPPER GROUND BAR
FEVIEiED t -OR
CODE COMPLIANCE
• APPROVED
JUN 21 2013
MINimuCq''...'0f Tukwila
L G DIVISION
GPS
r OBSTRUCTIONS MUST
BE BELOW 15'
'6AWGCABIE MINIMUM SKY VIEW REQUIREMENTS
GROUNDING KIT
0Y2 COAXIAL CABLE
GPS ANTENNA GROUNDING it SPE61 '0 .�' tlKr:vOI► s;
I/2'=I'
NOTES:
JUN 1 4 2018
I . THE GPS ANTENNA MOUNT 15 DESIGNED TO FASTEN TOA STANDARD 1.1/4' DIAMETER,
SCHEDULE 40, GALVANIZED STEEL OR STAINLESS 51EEL PIPE. 1111 PIPE MUST NOT BE
THREADED AT THE ANTENNA MOUNT END. THE PIPE SHALL BE CUT TO THE I T CENTER
LENGTH (MINIMUM OF 18 INCHES) USING A HAND OR ROTARY PIPE CURER 0
A SMOOTH AND PERPENDICULAR CUT. A HACK SAW 511ALL NOT BE USED. THE CUT
PIPE ENO SHALL BE DE -BURRED AND SMOOTH IN ORDER TO SEAL AGAINST THE
NEOPRENE GASKET ATTACHED TO THE ANTENNA MOUNT.
2. IT 15 CRJTICAL THAT THE GPS ANTENNA 5 MOUNTED SUCH THAT IT 15 WITHIN 2
DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA 5 WITHIN 2 DEGREES OF
LEVEL.
3. DO NOT 5WEEI' TEST GPS ANTENNA.
4. IT 15 CRITICAL THAT THE GPS ANTENNA 5 MOUNTED SUCH THAT MIN. SKY VIEW
REQUIREMENTS ARE MET, (SEE ABOVE).
C
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PRECISION DESIGN
de
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Phone: (530) 823-6546 www.pdnd.com
11768 Atwood Rd, Suite 20 Auburn, CA 95603
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RIVERTON
SE52XCII9
13130 5 13151 PLACE
TUKWILA, WA 98168
ISSUE STATUS
A
DATE
DESCRIPTION
05/21/18
CD90%
05/29/18
CD I00%
DRAWN BY: T. 0168
CHECKED BY: T. DCARLO
APPROVED BY: B. McCOMB
DATE: 05/29/18
SHEET TITLE:
ELECTRICAL E GROUNDING
DETAILS
5HEET NUMBER
E-1
6/3/2021
City of Tukwila
Department of Community Development
JESSICA POMPA
10590 WEST OCEAN AIR DR STE 300
SAN DIEGO, CA 92130
RE: Permit No. D18-0009
SPRINT WIRELESS
13130 44TH AVE S
Dear Permit Holder:
Allan Ekberg, Mayor
Nora Gierloff, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 7/10/2021.
Based on the above, you are hereby advised to:
1) Login to the City of Tukwila's Online Portal https://tukw-egov.aspgov.com/BP/index.html to schedule for the next or final
inspection. Each inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address
your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 7/10/2021, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Shana Markstrom
Permit Technician
File No: D18-0009
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
January 2, 2020
Lorelei Foronda
10590 West Ocean Air Drive — Suite 300
San Diego, CA 92130
RE: Request for Extension #2
Permit Number D18-0009
Dear Ms. Foronda,
This letter is in response to your written request for an extension to Permit D18-0009. The Building
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through July 10, 2020.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
--Prva
Bill Rambo
Permit Technician
File: Permit No. D18-0009
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov.
Bill Rambo
From: Lorelei Foronda <Iforonda@md7.com>
Sent: Friday, December 20, 2019 7:15 AM
To: BiII Rambo; Rachelle Ripley
Subject: Permit D18-0009 - SE52XC119 - 4460 S 131st PI, Seattle, WA 98168
Good morning,
How are you doing? Permit #D18-0009 is set to expire on 01/10/2020. May we kindly request an extension for this
permit? There was still a shortage of material needed for the project.
Thank you,
cm
Lorelei Foronda
Land Use l
d: 858.754.2151
a: 10590 West Ocean Air Drive, Suite 300
San Diego, CA 92130
e: Iforondamd7.com
ane,.,.Age cont.:^.> .ont dent. r'nat:on 1 'or t"b Stu ti it_�,<<:f s add'z sed :n the n,tmLd add^, ss e yo
sh, ra'd ;ot dfssenrnat)r . 1 , T ', r m,r.` u. . '. the t, riled ..., 'pi a ,,, : 't. r -t ei1 rh ;r d , .c 1 is : 'ip
is st`lctly prohibited.
CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click
links from an unknown or suspicious origin.
1
Request for Extension # 2
Current
rrent Expiration Date: is -1 D 72-0
Extension Request:
Approved for / erU days
Denied (provide explanation)
l
SignatureAInitials141/
1
RECEIVED
CITY OF TUKWILA
DEC 2"3 2019
PERMIT CENTER
12/3/2019
� 4
City of Tukwila
Department of Community Development
JESSICA POMPA
10590 WEST OCEAN AIR DR STE 300
SAN DIEGO, CA 92130
RE: Permit No. D18-0009
SPRINT WIRELESS
13130 44TH AVE S
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 1/10/2020.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it i"s determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 1/10/2020, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Bill Rambo
Permit Technician
File No: D18-0009
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
June 25, 2019
Lorelei Foronda
10590 West Ocean Air Drive — Suite 300
San Diego, CA 92130
RE: Request for Extension #1
Permit Number D18-0009
Dear Ms. Foronda,
This letter is in response to your written request for an extension to Permit D 18-0009. The Building
Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit through January 10, 2020.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
Bill Rambo
Permit Technician
File: Permit No. D18-0009
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
• •
Bill Rambo
From: Lorelei Foronda <Iforonda@md7.com>
Sent: Wednesday, June 19, 2019 7:57 AM
To: Rachelle Ripley; Bill Rambo
Subject: SE5XC119 - Permit EL18-0026 and Permit D18-0009
Good morning,
Permit #D18-0009 is going to expire on July 10, 2019 and Permit #EL18-0026 is going to expire on July 10, 2019. May we
please request an extension for these permits? Due to a shortage of material required for the project, construction was
delayed.
Thank you,
.ore!ei Foroncia
Land Use l
d: 858.754.2151,
10590 West Ocean Air Drive, Suite 300
San Diego, CA 92130
Iforonda4md7.com
CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click
links from an unknown or suspicious origin.
Request for Extension # 1
Current Expiration Date: 7 _/0,i`'I
Extension Request:
:!Approved for / days
Denied (provide explanation)
Signature/initials
1
RECEIVEIJ
CITY OF TUKWILA
JUN 19 2019
PERMIT CENTER
5/31/2019
City of Tukwila
Department of Community Development
JESSICA POMPA
10590 WEST OCEAN AIR DR STE 300
SAN DIEGO, CA 92130
RE: Permit No. D18-0009
SPRINT WIRELESS
13130 44TH AVE S
Dear Permit Holder:
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building
Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric
Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null
and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if
the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180
days. Your permit will expire on 7/10/2019.
Based on the above, you are hereby advised to:
1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each
inspection creates a new 180 day period, provided the inspection shows progress.
-or-
2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire.
Address your extension request to the Building Official and state your reason(s) for the need to extend your permit.
The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your
extension request is granted, you will be notified by mail.
In the event you do not call for an inspection and/or receive an extension prior to 7/10/2019, your permit will become null and void
and any further work on the project will require a new permit and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
(AAA da-CY
Ka dace Nichols
Permit Technician
File No: D18-0009
6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
C 0
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
December 10, 2018
Lorelei Foronda
10590 West Ocean Air Dr — Suite 300
San Diego, CA 92130
RE: Request for Application Extension #2
Permit Number D18-0009
Dear Ms. Foronda,
This letter is in response to your written request for an extension to Application Number D18-0009. The
Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit application through July 8, 2019.
If you should have any questions, please contact our office at (206) 431-3670.
Sincerely,
C
tiel t -----
Bill Rambo
Permit Technician
File: Permit No. D18-0009
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
Bill Rambo
From: Lorelei Foronda <Iforonda@md7.com>
Sent: Friday, December 7, 2018 12:43 PM
To: Bill Rambo; Lorelei Foronda
Subject: RE: SE52XC119 - Permit EL18-0026 and Permit D18-0009 4460 South 131st Place,
Seattle, WA 98168
Good morning Bill,
Permit #EL18-0026 is due to expire on February 8, 2018. We are kindly requesting a permit extension due to delays in
scheduling by the carrier.
Permit #D18-0009 is also due to expire on January 8, 2019. We are kindly requesting a permit extension due to delays in
scheduling by the carrier.
Thank you,
Lorelei Foronda
Land Use /
d: 858.754.2151
a: 10590 West Ocean Air Drive, Suite 300
San Diego, CA 92130
• Iforonda@md7.com
RECEIVED
CITY OF TUKWILA
DEC 07 2018
PERMIT CENTER
This rric siits;c e it:ial i,rfoi'riiation and is intended only for the ind'ividual(s) addressed in the message. If you are not the named addressee; you
should not disseminate, distribute, or copy this e-mail..i, yr'n are not the intended recipient, you are notified that, disclosing, distributui,t tir copying this e-mail
is strictly prohibited.
CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click
links from an unknown or suspicious origin.
\ . Request for Extension #
q Z
Current E:.airation Date: l— S- /
Extension , :equest:
Appro\ d for / days
Deniec provide explanation)
Signature/Initials
1
12/2/2018
City of Tukwila
Department of Community Development
JESSICA POMPA
10590 WEST OCEAN AIR DR STE 300
SAN DIEGO, CA 92130
RE: Permit Application No. D18-0009
SPRINT WIRELESS
13130 44TH AVE S
Dear JESSICA POMPA,
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current application files, it appears that your permit applied for on 1/8/2018, has not been issued by the City of
Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or
National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become
null and void. Currently your application has a status of APPROVED and is due to expire on 1/8/2019.
If you still plan to pursue your project, you are hereby advised to do one of the following:
I) If the plan review is complete for the project and your application is approved, you may pick up the application before
the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days.
-or-
2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the
expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your
application.
The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension
request is granted, you will be notified by mail.
In the event that we do not receive your written request for extension or request is denied, your permit application will expire and
your project will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
/ Z,
Rac le Rip .e Y�
Permit Technician
File No: D18-0009
y/5
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
0
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
June 27, 2018
Lorelei Foronda
10590 W Ocean Air Dr, Ste 300
San Diego, CA 92130
RE: Request for Application Extension #1
Permit Number D18-0009
Dear Ms. Foronda,
This letter is in response to your written request for an extension to Application Number D18-0009. The
Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above
referenced permit. It has been determined that the City of Tukwila Building Division will be granting an
extension to the permit application through January 8, 2019.
If you should have any questions, please contact our office at (206) 433-7165.
Sincerely,
kfrif,\4, v/iPrit)
Rachelle Ripley
Permit Technician
File: Permit No. D18-0009
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
Rachelle Ripley
From: Lorelei Foronda <Iforonda@md7.com>
Sent: Monday, June 25, 2018 12:36 PM
To: Rachelle Ripley
Subject: SE5XC119 - Permit EL18-0026 and Permit D18-0009
Good afternoon Rachelle,
Permit #EL18-0026 is due to expire on July 8, 2018. We are kindly requesting a permit extension due to delays with
landlord negotiations for the project.
Permit #D18-0009 is also due to expire on July 8, 2018. We are kindly requesting a permit extension due to delays with
landlord negotiations for this project as well.
Thank you,
Lorelei Foronda
Land Use I
d: 858.754.2151
a: 10590 West Ocean Air Drive, Suite 300
San Diego, CA 92130
e: Iforonda@md7.com
This message contains confidential information :and is :nteadc•d only for the .ndivldual(s! addressed in the message It v ---u ar ai the named addressee you
should not disseminate, distribute nr copy this e-mail. It you arc rut the :ntc aided ; ec:poent, you are notified that disc "c.smn , dustrnbut.ng. or . ap— .ng this e-m:at
is strictly prohibited.
CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click
links from an unknown or suspicious origin.
) Request for Extension'. #
Current Expiration Date: A
Extension Request: /
Approved for [ ( days
Denied (provide explanation)
Signature/initials/1147
1
6/1/2018
City of Tukwila
Department of Community Development
JESSICA POMPA
10590 WEST OCEAN AIR DR STE 300
SAN DIEGO, CA 92130
RE: Permit Application No. D 18-0009
SPRINT WIRELESS
13130 44TH AVE S
Dear JESSICA POMPA,
Allan Ekberg, Mayor
Jack Pace, Director
In reviewing our current application files, it appears that your permit applied for on 1/8/2018, has not been issued by the City of
Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or
National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become
null and void. Currently your application has a status of APPROVED and is due to expire on 7/8/2018.
If you still plan to pursue your project, you are hereby advised to do one of the following:
1) If the plan review is complete for the project and your application is approved, you may pick up the application before
the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days.
-or-
2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the
expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your
application.
The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension
request is granted, you will be notified by mail.
In the event that we do not receive your written request for extension or request is denied, your permit application will expire and
your project will require a new permit application, plans and specifications, and associated fees.
Thank you for your cooperation in this matter.
Sincerely,
Rac e le R p ey
1171
Permit Technician
File No: D18-0009
6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665
MC/7
SPRINT SITE MODIFICATION TO FACILITY
SE52XC119 "ATC Southgate Park Sea255 /4460 S. 131St Place "
STATEMENT OF COMPLIANCE WITH 20.20.195 COMMUNICATION, BROADCAST, AND
RELAY FACILITIES
PROJECT DESCRIPTION
Sprint is proposing to modify an existing wireless facility located at 4460 S. 131St Place
Tukwila, WA 98168. The proposal consists of removing (3) (E) Antennas and
replacement with (3) (N)W Tri -Band Antennas. Removal of (3) (E) 2500 MHz RRHs and
replacement with (3) (N) 2500 MHz RRHs on monopole. Adding (3) (N) 1900 MHz RRUs
and (6) (N) 800 MHz RRUs on monopole. Removal of (1) (E) Cabinet. Removal of (E)
concrete equipment pad and installment of (N) concrete equipment pad. Installment of
(1) (N) E -Cab, (1) (N) B -Cab, (1) (N) PPC, and (1) (N) service light. Removal of (E) GPS
Antenna and replacement with (1) (N) GPS Antenna. Removal of (E) Hybrid Cables and
replacement with (4) (N) Hybrid Cables. Installment of New Chain Link Fence. The
existing chain link fence will be extended 6 feet out for a total of 12 feet additional
fencing. The additional fencing will encompass an area that is 96 sq. ft. This will require
an additional 6 feet of fencing on the northside and an additional 6 feet of fencing on
the southside.
ELIGIBLE FACILITY REQUEST
This project includes the collocation of new transmission equipment on an existing
monopole and the replacement of transmission equipment as such, it qualifies as an
eligible facility request under Section 6409(a) of the Middle -Class Tax Relief and Job
Creation Act of 2012.
Further, none of the scope of work exceeds the standards for a "substantial increase in
size." The definition of "substantial increase in size" can be found in the Nationwide
Programmatic Agreement for the Collocation of Wireless Antennas (47 C.F.R. Part 1,
App. B), and has been adopted by the FCC for use in interpreting Section 6409. The
thresholds are the greater of:
• Height increases of more than 10% or 20 feet
• Horizontal equipment protrusions of 20 feet or the width of the structure
These standards are also recognized in state law, in the revision of SEPA to inofiECILWED
sorts of collocations in the list of exemptions. See RCW 43.21C.0384. CITY OF TUKWILA
JAN 0 8 2018
PERMIT CENTER
(1) IN GENERAL. Notwithstanding section 704 of the Telecommunications Act of
1996 (Public Law 104-104) or any other provision of law, a State or local
government may not deny, and shall approve, any eligible facilities request for a
SEC. 6409. WIRELESS FACILITIES DEPLOYMENT
FACILITY MODIFICATIONS.
MD7, LLC
10590 W. 0( Dr,vv, Suit,. 300 5,1(1 D,,<.j« CA 92130
mc
/7
LLC
• modification of an existing wireless tower or base station that does not
substantially change the physical dimensions of such tower or base station.
(2) ELIGIBLE FACILITIES REQUEST. For purposes of this subsection, the term "eligible
facilities request" means any request for modification of an existing wireless
tower or base station that involves —
a. collocation of new transmission equipment;
b. removal of transmission equipment; or
c. replacement of transmission equipment.
(3) APPLICABILITY OF ENVIRONMENTAL LAWS. Nothing in paragraph (1) shall be
construed to relieve the Commission from the requirements of the National
Historic Preservation Act or the National Environmental Policy Act of 1969.
10590 W. Ocean Air Drive, Suit«. 300, S•in Die<yo, CA 92130
QEBMITCOORDCOPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D18-0009 DATE: 06/18/18
PROJECT NAME: SPRINT WIRELESS
SITE ADDRESS: 13130 44TH AVE S
Original Plan Submittal X Revision # 1 before Permit Issued
Response to Correction Letter #
Revision # after Permit Issued
DEPARTMENTS:
ks• 6-0-(01
Building Division NI
byt 10-494
Public Works
Att N/- b -t9.4 8
Fire Prevention
Structural
Planning Division
❑ Permit Coordinator ❑
PRELIMINARY REVIEW:
Not Applicable ❑
(no approval/review required)
REVIEWER'S INITIALS:
DATE: 06/19/18
Structural Review Required
DATE:
APPROVALS OR CORRECTIONS:
DUE DATE: 07/17/18
Approved
❑ Approved with Conditions
Corrections Required ❑ Denied ❑
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER'S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
PERMT COORD COPY
PLAN REVIEW/ROUTING SLIP
PERMIT NUMBER: D18-0009 DATE: 01/09/18
PROJECT NAME: SPRINT WIRELESS
SITE ADDRESS: 44813 -5 -111" -Pr 1-6130 M
X Original Plan Submittal Revision # before Permit Issued
Response to Correction Letter # Revision # after Permit Issued
DEPARTMENTS:
,4 /Mc. H-kt-t
Building Division
t'U is Wofks
Ao A)/A- b\I-1
Fire Prevention 1111
Structural
3 ke 1 -2? -0
Planning Division
❑ Permit Coordinator ❑
PRELIMINARY REVIEW:
Not Applicable n
(no approval/review required)
DATE: 01/11/18
Structural Review Required
REVIEWERcS INITIALS: DATE:
APPROVALS OR CORRECTIONS:
Approved
Corrections Required
DUE DATE: 02/08/18
❑ Approved with Conditions '
❑ Denied
(corrections entered in Reviews) (ie: Zoning Issues)
Notation:
REVIEWER.S INITIALS:
DATE:
Permit Center Use Only
CORRECTION LETTER MAILED:
Departments issued corrections:
Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials:
12/18/2013
ao�aessF�191 0 5 oairivni. issimn<rF
PROJECT NAME:
ADDRESS: D �% 5 ORIGINAL ISSUE DATE:
�,v�ol� Sr) f/'5/ 000�
SITE
REVISION LOG
REVISION
NO.
DATE RECEIVED
DATE
RECEIVED
I
STAFF
ALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
�.;
Summary of Revisio
&it rii uV / j VOA ut&/I
- ( 1
Giortav6
Received by:
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE _
STAFF
INITIALS
Summary of Revision:
Received by:
please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
ummary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
REVISION
NO.
DATE RECEIVED
STAFF
INITIALS
ISSUED DATE
STAFF
INITIALS
Summary of Revision:
Received by:
(please print)
Date: 06/13/2018
City of Tukwila
REVISION
SUBMITTAL
Department of Community Development
6300 Southcenter Boulevard, Suite #100
Tukwila, Washington 98188
Phone: 206-431-3670
Web site: http://www.TukwilaWA.gov
Revision submittals must be submitted in person at the Permit Center.
Revisions will not be accepted through the mail, fax, etc.
Plan Check/Permit Number: D18-0009
O Response to Incomplete Letter #
O Response to Correction Letter #
Revision # 1 12 re/Permit is Issued
❑ Revision requested by a City Building Inspector or Plans Examiner
O Deferred Submittal #
Project Name: SE52XC119 - ATC Southgate Park Sea255
Project Address: 4460 South 131st Place, Seattle, WA 98168
Contact Person: Lorelei Foronda Phone Number: 858-754-2151
Summary of Revision:
Remove (3)(E) antennas & replace w/ (6)(N) antennas on (3)(N) antenna mounting frames. Add (3)
(N) 1900 MHZ RRUs & (3)(N) 4 -port 800 MHZ RRUs on monopole. Remove (1)(E) cabinet. Remove
(E) concrete equipment pad & install (N) concrete equipment pad. Install (1)(N) E -Cab, (1)(N) B -Cab,
,(1)(N) PPC, & (1)(N) service light. Remove (1)(E) GPS antenna & replace w/ (1)(N) GPS antenna.
Remove (E) hybrid cables & replace w/ (3)(N) hybrid cables. Install (N) chain link fence.
RECEIVED
CITY OF TUKWILA
JUN 1 2018
PERMIT CENTER
Sheet Number(s):
"Cloud" or highlight all areas of revision including
Received at the City of Tukwila Permit Center by:
dEntered in TRAKiT on
W:\Permit Center\Templates\Forms\Revision Submittal Form.doc
Revised: August 2015
PAJ TELECOM INC
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PAJ TELECOM INC
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ALLEN, JOSEPH DANIEL, PRESIDENT
Doing business as
PAJ TELECOM INC
WA UBI No.
604 011 562
PO BOX 522
GLADSTONE, OR 97027
503-481-1669
Business type
Corporation
Governing persons
PENNY
ALLEN
JOSEPH D ALLEN;
License
Verify the contractor's active registration / license / certification (depending on trade) and any past violations.
Construction Contractor
License specialties
GENERAL
License no.
PAJTETI848MA
Effective — expiration
07/01/2016— 07/01/2020
Bond
Western Surety Co
Bond account no.
62833000
Active.
Meets current requirements.
$12,000.00
Received by L&I Effective date
07/01/2016 06/29/2016
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Ohio Security Ins Co $1,000,000.00
Policy no.
BKS57997208
Received by L&I Effective date
12/03/2018 12/07/2017
Expiration date
12/07/2019
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