HomeMy WebLinkAboutPermit PL18-0100 - SG19 RIVERTON NORTH - WIRELESS FACILITYSG19 RIVERTON NORTH
0040000315
PARENT FILE
PL18-0100
THIS FILE
L18-0115
WIRELESS FACILITY/TYPE 1
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
January 17, 2019
NOTICE OF DECISION
TO: Ronnie Hyde, Core One Consultants, OBO AT&T
Ark Via Nelle LLC
King County Assessor, Accounting Division
Agencies with Jurisdiction
This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit
approval.
I. PROJECT INFORMATION
Project File Number: L18-0115; PL18-0100
Applicant: Ronnie Hyde, Core One Consultants, OBO AT&T
Type of Permit Applied for: Type 1 Wireless Facilities Permit
Project Description: The applicant is proposing modifying the existing rooftop wireless facility by:
removing three (3) existing panel antennas, three (3) RRH's, six (6) TMA's, and
installing three (3) panel antennas and six (6) RRH's along with DC and fiver
cable routing from the equipment room to the antenna.
The project also qualifies as an Eligible Facilities Modification under § 6409 of
the FCC's Spectrum Act, which requires the City to approve any eligible facilities
request for a modification of an existing tower or base station that does not
substantially change the physical dimensions of such tower or base station. This
proposal is not considered a substantial change under the Tukwila Municipal
Code 18.58.200.7, and falls within the guidelines for an eligible facilities
modification.
Location: Parcel 0040000315, 3516 S146th St., Tukwila, WA 98168
Associated Files: PL18-0100
Comprehensive Plan
Designation/Zoning
District:
High Density Residential (HDR)
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
II. DECISION
SEPA Determination: The City SEPA Responsible Official has determined that this application does not require a
SEPA threshold determination because it is categorically exempt.
Decision on Substantive Permit: The Community Development Director has determined that the application for a
Wireless Telecommunication Facility does comply with applicable City and state code requirements and has
approved this application with the following condition:
1. Applicant must apply for a business license to operate the wireless communication facility at this
location.
III. YOUR APPEAL RIGHTS
The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code §18.104.010.
Other land use applications related to this project may still be pending.
No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Hearing Examiner of
the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the
conditions which were imposed by the MDNS decision or the failure of the Department to impose additional
conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner.
A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King
County Superior Court from the Hearing Examiner's decision.
IV. PROCEDURES AND TIME FOR APPEALING
To appeal the Community Development Director decision on the Permit Application, a written notice of appeal
must be filed with the Department of Community Development within 14 days of the issuance of this Decision.
The requirements for such appeals are set forth in Tukwila Municipal Code Ch. 18.116. All appeal materials shall
be submitted to the Department of Community Development. Appeal materials MUST include:
1. The name of the appealing party.
2. The address and phone number of the appealing party; and if the appealing party is a corporation, association
or other group, the address and phone number of a contact person authorized to receive notices on the
appealing party's behalf.
3. A statement identifying the decision being appealed and the alleged errors in the decision, including any
specific challenge to an MDNS.
4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the
decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The
scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, all hearing examiner
costs will be passed through to the appellant.
V. APPEAL HEARINGS PROCESS
Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the
Hearing Examiner based on the information presented to the Community Development Director, who made the
original decision. No new evidence or testimony will be permitted during the appeal hearing. Parties will be
allowed to present oral argument based on the information presented to the Community Development Director
before their decision was issued. The Hearing Examiner's decision on the appeal is the City's final decision.
Any party wishing to challenge the Hearing Examiner's decision on this application must file an appeal pursuant
to the procedures and time limitations set forth in RCW Ch. 36.70C. An appeal challenging a DNS, an MDNS or
an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in
Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS,
an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the
subject property.
VI. INSPECTION OF INFORMATION ON THE APPLICATION
Project materials including the application, any staff reports, and other studies related to the permits are available for
inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila,
Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Meredith
Sampson, who may be contacted at 206-431-3661 or Meredith.Sampson@TukwilaWA.gov for further information.
Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact
the King County Assessor's Office for further information regarding property tax valuation changes.
Depart ent of Community Development
City of 1 kwila
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
Staff Report
PREPARED January 17, 2019
NOTIFICATION: Notification is not required for a Type 1 land use application.
FILE NUMBER: L18-0115; PL18-0100
APPLICANT: Ronnie Hyde, Core One Consultants, OBO AT&T
PROPERTY OWNER: Ark Via Nelle LLC
REQUEST: Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify
the existing rooftop wireless facility by: removing three (3) existing panel
antennas, three (3) RRH's, six (6) TMA's, and installing three (3) panel antennas
and six (6) RRH's along with DC and fiver cable routing from the equipment
room to the antenna.
LOCATION: Parcel 0040000315, 3516 S146th St., Tukwila, WA 98168
ASSOCIATED PERMITS:
SEPA
DETERMINATION:
Electrical permits issued through the City of Tukwila will be required for
service alteration for any other electrical service work that is anticipated but not
noted on the plans, per article 85.12 (B), Washington electrical code. Building
and mechanical permits are required for scope of work stated on the submitted
plans.
Exempt
COMPREHENSIVE PLAN High Density Residential (HDR)
DESIGNATION:
ZONE DESIGNATION: High Density Residential (HDR)
STAFF: Meredith Sampson, Assistant Planner
ATTACHMENTS: Project Plans for Permit L18-0115
Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov
• •
Page 2
FINDINGS
Vicinity/Site Information
Project Description
The applicant is proposing modifying the existing rooftop wireless facility by: removing three (3) existing panel
antennas, three (3) RRH's, six (6) TMA's, and installing three (3) panel antennas and six (6) RRH's along with DC
and fiber cable routing from the equipment room to the antenna.
The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which
requires the City to approve any eligible facilities request for a modification of an existing tower or base station
that does not substantially change the physical dimensions of such tower or base station. This proposal is not
considered a substantial change under the Tukwila Municipal Code 18.58.200.7, and falls within the guidelines
for an eligible facilities modification.
Existing Development
This telecommunications facility is preexisting.
Surrounding Land Uses
The subject property is zoned High Density Residential (HDR). Properties directly to the north and west are also
zoned HDR. The property directly to the south is zoned Regional Commercial (RC), and the property directly to
the east is zoned Neighborhood Commercial Center (NCC).
Background
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
• Page 3
In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides
location and design requirements for the placement of WCF within the City of Tukwila. In 2016 the city adopted
amendments to this ordinance in compliance with the Federal Spectrum Act.
Location Selection
Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co -
locations and utilizing existing structures are favored over the development of new standalone WCF within the
City.
TABLE A
Type of Permit Required, Based on
Type of Wlrre'less Communication Facility
Zaing(1)
Type of Facility
Residential
Commercial
industrial
Adding antennas to
an exiling taw a utiity
Pols
Type 1c2
Type WI
Type VI
€fgible facilities
ramification
Type t
Type t
Type 1
utility pole ca locction
Type 2
Type 2.
Type 2
Concealed Midi
attached
Type-2t l
Type 21:3I
Type 1
Non -concealed building
attached
Type VI
Type 2
Type 1
New tower Or haight
adjustment request
Type 314t
Type 3
Type 3
(1) Zoning for any private/public property or right-of-way
Residential — LDR, MDR, or HDR
Commercial — 0, MUO, RCC, NCC, RC, RCM, TUC, C/LI or TVS
Industrial - LI, HI, MIC/L, or MIC/H
(2) Provided the height of the tower does not increase and the square footage of the enclosure area
does not increase.
(3) An applicant may request to install a non -concealed building attached facility, under TMC Section
18.58.150.
The applicant is proposing modifying the existing rooftop wireless facility by: removing three (3) existing panel
antennas, three (3) RRH's, six (6) TMA's, and installing three (3) panel antennas and six (6) RRH's along with DC
and fiber cable routing from the equipment room to the antenna.
Design Standards
The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below
indicates if the applicant's proposal complies with required standards.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
Page 4
Table 1 (See TMC 18.58.070 for further details)
General Requirements
Project
does
comply
Project
does
not
comply
Not
Applicable
Notes
1. Generators or other
devices which will create
noise must comply with TMC
8.22 regarding noise.
X
2.Business License
Requirement
X
Applicant will apply for a business license before
operating at this location.
3.Only safety signage must
be placed on the WCF.
X
4. Accommodations for
parking for maintenance
personnel must be provided.
X
5. Towers shall either
maintain a galvanized steel
finish or be painted a neutral
color so as to reduce its
visual obtrusiveness.
X
The site design will not change.
6. The design of all buildings
and ancillary structures shall
use materials, colors,
textures, screening, and
landscaping that will blend
the tower facilities to the
natural setting and built
environment.
X
No new structures added.
7. Antennas shall have the
same color scheme as the
structure they are located on.
X
8. WCF poles and towers
shall only have safety lights if
required by a government
agency.
X
9. No advertising is
permitted on WCF
X
No advertising is proposed.
10. Each service provider
shall be limited to an
equipment enclosure of 360
square feet.
X
The equipment area will not change.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
Page 5
Table 2 (See TMC 18.58.110 for further details)
Non -Concealed Building
Mounted Requirements
Project
Does
Comply
Project
Does
Not
Comply
Not
Applicable
Notes
1. The proposed
facility must meet
the height
requirements of the
applicable zoning
category
X
2. If building is at or
above the
maximum height
requirements, the
antenna must not
extend more than
3ft above the
existing roof line
X
3. Is the proposal
utilizing flush
mounted antennas
X
Antennas will be painted to match the
color scheme of the buildings/pole
instead.
4. IF not flush
mounted, will
"shrouds" must be
provided for a
better visual
appearance than
exposed antenna
equipment
X
5. Antennas shall be
painted to match
the color scheme,
of the
buildings)/pole
X
6. Feed lines and
coaxial cables will
be painted to
match the color
scheme of the
building(s)/pole?
X
Existing cable locations shall not be
changed.
7. Cabinet equipment
is located within
X
Cabinet equipment area shall not be
changed.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
Page 6
the building or on
the rooftop
8. Is the equipment
cabinet located on
the ground with a
6-foot-tall fence
X
CONCLUSIONS
1. The proposed modifications to the existing WCF will not significantly alter the conditions that currently exist
and will not be materially detrimental to the public welfare or injurious to property or improvements in the
vicinity.
2. As demonstrated in Table 1, the project meets all applicable development standards for a Type 1 WCF.
3. The proposed modifications will not alter the surrounding land uses in terms of traffic and pedestrian
circulation, building or site design.
4. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan.
5. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which
requires the City to approve any eligible facilities request for a modification of an existing tower or base station
that does not substantially change the physical dimensions of such tower or base station.
RECOMMENDATIONS
The recommendation to the Director of Community Development is to approve this application for a Type 1
Wireless Telecommunications Facility permit with the following condition:
1. Applicant must apply for a business license to operate the wireless communication facility at this
location.
INFORMATIONAL ITEMS
A City of Tukwila electrical permit is required for service alteration. A building and mechanical permit are
required for the site work.
Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov
City of Tukwila
Allan Ekberg, Mayor
Department of Community Development - Jack Pace, Director
Affidavit of Distribution
Project Name: SG19 RIVERTON NORTH
Project Number: PL18-0100
Associated File Number(s): L18-0115
Date Mailed: 01/25/2019
Mailing requested by: MEREDITH SAMPSON
Mailer's signature: SM
❑ Board of Adjustment Agenda
Packet
❑ Board of Appeals Agenda Packet
❑ Determination of Non -Significance
❑ Determination of Significance &
Scoping Notice
❑ Mitigated Determination of Non -
Significance
❑ Notice of Action
❑ Notice of Application
Parties of Record:
❑ Notice of Application for
Shoreline Mgmt Permit
Q Notice of Decision
❑ Notice of Public Hearing
❑ Notice of Public Meeting
❑ Official Notice
❑ Other: SEPA CHECKLIST
❑ Shoreline Mgmt Permit
❑ Short Subdivision Agenda
RONNIE.HYDE@COREONECONSULTANTS.COM
KC ASSESSOR'S OFFICE ACCOUNTING DIVISION 500 4th AVE, RM# 709A SEATTLE WA 98104 Christie.Most@kingcounty.gov
CITY OF TUKWILA DEPARTMENT ANA.LE@TUKWILAWA.GOV
ARK VIA NELLE LLC 18107 NORMANDY TER SE NORMANDY PARK, WA 98166
City of Tukwila RECEIVED
Deportment of Community Development
DEC 1 it 2018
Land Use File Number(s)
PL18-0100
L18-0115 WIRELESS
TUKWILA
LAND USE PERIVf `R YIThNG FORM
TO: E Building ® Planning
® Public Works
® Fire Dept. 0 Police Dept. 0 Parks/Rec
Project: SG19 RIVERTON NORTH
Address: 3516 S 146TH ST
Date
transmitted: 12/14/2018
Response
requested by: 12/28/2018
Staff
coordinator: MEREDITH SAMPSON
Date response
received:
REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations,
including citations. Be specific in describing the types of changes you want made to the plans. When
referencing codes, please identify the actual requirement and plan change needed.
The Planning Division review does not supplant each department's ability to administer its own
regulations and permits. However, project consistency at the Planning review stage is important to
minimize significant later design changes. More than minimal design changes require further Planning
Commission review, even if alteration is required to satisfy a City requirement. This further review is
typically a minimum 60-day process.
Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify
the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the
mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road
level of service analyses, or turning analyses) may be required of the applicant.
COMMENTS
(Attach additional comment sheets and/or support materials as needed.)
PSI h o '; v► o c vA.l�,
Plan check date:
l 2I 1
Comments
j
Update date:
I I 0
prepared by:
Q
City of Tukwila
Department of Community Development
Land Use File Number(s)
PL18-0100
L18-0115 WIRELESS
LAND USE PERMIT ROUTING FORM
TO: N Building N Planning N Public Works
❑ Police Dept. ❑ Parks/Rec
Project: SG19 RIVERTON NORTH
Address: 3516 S 146TH ST
Date
transmitted: 12/14/2018
Response
requested by: 12/28/2018
Staff
coordinator: MEREDITH SAMPSON
Date response
received:
REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations,
including citations. Be specific in describing the types of changes you want made to the plans. When
referencing codes, please identify the actual requirement and plan change needed.
The Planning Division review does not supplant each department's ability to administer its own
regulations and permits. However, project consistency at the Planning review stage is important to
minimize significant later design changes. More than minimal design changes require further Planning
Commission review, even if alteration is required to satisfy a City requirement. This further review is
typically a minimum 60-day process.
Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify
the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the
mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road
level of service analyses, or turning analyses) may be required of the applicant.
COMMENTS
(Attach addit :. a . heets and/or support materials as needed.)
__A1p (.5sve.--
- F-i-n 5'4- (/(
Plan check date:
Comments
prepared by:
117
Update date:
TO:
City of Tukwila
Department of Community Development
Land Use File Number(s)
PL18-0100
L18-0115 WIRELESS
LAND USE PERMIT ROUTING FORM
® Planning ® Public Works ® Fire Dept. ❑ Police Dept. 0 Parks/Rec
Project: SG19 RIVERTON NORTH
Address: 3516 S 146TH ST
Date
transmitted: 12/14/2018
Response
requested by: 12/28/2018
Staff
coordinator: MEREDITH SAMPSON
Date response
received:
REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations,
including citations. Be specific in describing the types of changes you want made to the plans. When
referencing codes, please identify the actual requirement and plan change needed.
The Planning Division review does not supplant each department's ability to administer its own
regulations and permits. However, project consistency at the Planning review stage is important to
minimize significant later design changes. More than minimal design changes require further Planning
Commission review, even if alteration is required to satisfy a City requirement. This further review is
typically a minimum 60-day process.
Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify
the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the
mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road
level of service analyses, or turning analyses) may be required of the applicant.
COMMENTS
(Attach additional comment sheets and/or support materials as needed.)
1
Plan check date:
Comments
• date:
•ate
idp 7
- 617
prepared by:
COREONE
CORE ONE CONSULTING US LTD.
506 Second Avenue. Suite 1512
Seattle. ',Wash•ngton 95104
Structural Design Report
AT&T — LTE 4C/LTE 5C/LTE 6C
October 12, 2018
Site Name
RIVERTON NORTH
Site Number
SG19
FA #
10092691
PTN #
3801A0F2E0/3801AODBEP/3801A0DB79
Pace #
MRWOR032063/MRWOR029320/MRWOR029444
Client
Mastec
Proposed Carrier
AT&T
Site Location
3516 SOUTH 146TH ST. TUKWILA, WA 98168
47.4729800 N NAD83
122.287240 W NAD83
Structure Type
Rooftop
Structural Usage Ratio
91.2%
Overall Result
Pass
Recommendation
--
Upon reviewing the results of this design, it is our opinion that the antenna supporting structure does
meet the specified IBC/ASCE/TIA code and minimum design requirements. The proposed structure is
therefore deemed adequate to support the existing and proposed loading as listed in this report.
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RECEIVED
DEC 13 2018
Community
Development
www.coreoneconsulting.com
October 12, 2018
Page 12
Summary of Contents
Introduction
Opening Statement
Project Description
Criteria
Conclusion
Calculations
Appendix A
Design Tables & Resources Used
Assumptions and Limitations
Our structural calculations are completed assuming all information provided to CORE ONE
CONSULTING USA is accurate and applicable to this site. For the purposes of calculations, we assume
an overall structure condition of "like new" and all members and connections to be free of corrosion
and/or structural defects. The structure owner and/or contractor shall verify the structure's condition
prior to installation of any proposed equipment. If actual conditions differ from those described in this
report CORE ONE CONSULTING USA should be notified immediately to complete a revised evaluation.
Our evaluation is completed using standard TIA, AISC, ACI, and ASCE methods and procedures. Our
structural results are proprietary and should not be used by others as their own. CORE ONE
CONSULTING USA is not responsible for decisions made by others that are or are not based on our
supplied assumptions and conclusions.
This report is an evaluation of the rooftop mounted equipment and/or antenna supporting structures
to be proposed or modified as shown in the referenced construction drawings. Applicable building
element adequacy to support these structures is also evaluated when the applied forces increase
significantly based on engineering judgment.
CDREcNE
Core One Consulting USA
Phone: (778) 805-2166
www.coreoneconsulting.com
October 12, 2018
Page 1 3
INTRODUCTION
At the request of AT&T, CORE ONE CONSULTING USA has performed a mount design on the proposed
antenna mount supporting structure. All supporting documents have been obtained from the client
and are assumed to be accurate and applicable to this site. The antenna mounts were analyzed using
Risa3D version 17.0.0.
Supporting Documentation
Construction Drawings
CORE ONE CONSULTING USA Site# SG19, dated, March 02, 2018
Antenna Loading
RFDS ID# 1737106 v5.0, dated 09/27/2018
Mount Mapping
B&T Project# G0121973.001.01, dated 04/26/2018
Previous Analysis
GPD# 2018723.0425588.01, dated 01/19/2018
Analysis Code Requirements
Wind Speed
85 mph (3-Second Gust, Vasd)/ 110 mph (3-Second Gust, V„ it)
Wind Speed w/ ice
No ice load considered
TIA Revision
ANSI/TIA-222-G
Adopted IBC
2015 IBC/ 2015 EIBC
Structure Class
11
Exposure Category
B
Topographic Category
1
Calculated Crest Height
0
Site Class
D- Stiff Soil
Spectral Response
S5=1.490g, Si=0.558g
CONCLUSION
Upon reviewing the results of this analysis, it is our opinion that the antenna supporting structure does
meet the specified IBC/ASCE/TIA code and minimum design requirements. The proposed structure is
therefore deemed adequate to support the existing and proposed loading as listed in this report.
Fathullah Zamani
Structural Engineering Lead I Core One Consulting USA
2875 W Ray Road, Suite 6, Chandler, AZ 85224
(0) 1+(855) 708-2195 I (M) (518) 892-0471
fathullah.zamani@coreoneconsultants.com I info@coreoneconsulting.com
CDREDNE
l 1 S A
Core One Consulting USA
Phone: (778) 805-2166
www.coreoneconsulting.com
October 12, 2018
Page 14
Final Configuration
Mount
Height (ft)
Qty.
Appurtenance
Mount Type
Carrier
45.0
4
KMW EPBQ-654L8H6-B
Pipe
AT&T
2
Kathrein 80010798
3
Nokia Airscale Dual RRH 4T4R B12/14 AHLBA
3
Alcatel Lucent RRH2x60-850
3
Alcatel Lucent B25 RRH4X30-4R
3
Alcatel Lucent RRH4x25-WCS-4R
3
Alcatel Lucent B66A-RRH4x45
9
Surge Suppressor
1
Fiber box
Structure Usages
Summary
Radome mast 68.2% Pass
Radome member 91.2% Pass
Parapet 86.0% Pass
Rooftop 91.1% Pass
RATING = 91.2% Pass
Mount Connection Reactions
Reaction Data
Design Reactions
Analysis Reactions
Result
Shear (Ibs)
6,212.6
4,624.1
74.4%
Tension (Ibs)
10,170.1
1.0
0.0%
Interaction Check
--
--
55.4%
'Assumed (1) 5/8" diameter A36 through -bolt.
Mount Connection reactions are acceptable per rigorous analysis.
CDREDNE LIRA
Core One Consulting USA
Phone: (778) 805-2166
www.coreoneconsulting.com
Site Name
Client Mastec
Carrier AT&T
Date 10/11/2018
SG19-`4'- Y -
Wind Loading Inputs:
Design Wind Velocity: 110 nominal 3-second gust
Exposure Category: B
Adopted Building Code: TIA-222-G
Antenna Load Standard: TIA-222-G
Wind Centerline (ft): 45.00
qz= 21.88
Cf= 1.53
Gh= 0.85
Fst (psf)=
28.52
ft
Fp=
0.48
Wind Force
Seismic Force
Appurtenance Name Total Quantity Weight(lbs) F-Norm (lbs) F-Perp (lbs) F-Norm (lbs) F-Perp (lbs)
KMW COMMUNICATIONS EPBQ-654L8H6-B 2 54.9 181.0 122.8 26.2 26.2
'KMW COMMUNICATIONS EPBQ-654L8H6-B 2 54.9 181.0 122.8 26.2 26.2
KATHREIN 80010798 2 81.4 233.9 124.5 38.8 38.8
Nokia Airscale Dual RRH 4T4R B12/14 3 - 101.4 80.6 51.2 48.3 48.3
ALCATEL LUCENT RRH2X60-850
ALCATEL LUCENT J325 RRH4X30-4R
ALCATEL LUCENT RRH4X25-WCS-4R
ALCATEL LUCENT 866A RRH4X45
3 48 37.9 29.9 22.9 22.9
3 51 46.8 28.6 24.3 24.3
3 91 83.9 73.0 43.4 43.4
3 56.8 55.5 35.2 27.1 27.1
RAYCAP DC2-48-60-0-9E 3 16 20.3 12.3 7.6 7.6
RAYCAP DC2.48.60-0-9E; 3 16 20.3 12.3 7.6 7.6
oce: ;. -
RAYCAP_DC2.4&-60-0-9E7 - 3 16 20.3 12.3 7.6 7.6
Fiber Box
20 26.3 13.1 9.5 9.5
Seismic Loads
Latitude and longitude were determined from existing as-builts, AT&T records, and confirmed using
GoogleEarth. Design spectral acceleration parameters were optained using NSHMP Hazard, a program by
USGS for determining seismic values within the continental US. Input data and program output are
provided at the end of this report.
Latitude: 47.47298 °
Longitude: -122.28724 °
SS = 1.49 g Site Class: D
Fa = 1.00 Occupancy Category: II
SMs = 1.490 Importance Factor, I: 1.00
Sos = 0.993 Seismic Design Catagory: D
S1= 0.558 g
F„ = 1.50
SMi = 0.837
Spl = 0.558
Amplification Factor, ap: 1.0
Response Factor, Rp: 2.5
z = 45.0 ft
h = 45.0 ft
Telecommunication cabinets and radio equipment are non-structural components to be designed under
the provisions of ASCE 7-10 chapter 13.
(ASCE 7-10 13.3-3)
(ASCE 7-10 13.3-1)
(ASCE 7-10 13.3-2)
0.298 w
Fp,min = 0.3Spsi pWp = p
0.4apSDSWp ( z
F= 1+ 2— = 0.477 wp
p /R h
n
\Ip
Fp m, = 1.6SDS1 pWp
= 1.589 wp
Use F p = 0.477 wp
Ft-17j, CDREDNE
Core One Consulting USA
Phone: (778) 805-2166
www.coreoneconsulting.com
Seismic Loads
Latitude and longitude were determined from existing as-builts, AT&T records, and confirmed using
GoogleEarth. Design spectral acceleration parameters were optained using NSHMP Hazard, a program by
USGS for determining seismic values within the continental US. Input data and program output are
provided at the end of this report.
Latitude: 47.47298 2
Longitude:-122.28724 2
SS = 1.49 g Site Class: D
Fa = 1.00 Occupancy Category: II
SMs = 1.490 Importance Factor, I: 1.00
SDs = 0.993 Seismic Design Catagory: D
Si= 0.558 g
F„= 1.50
SM1= 0.837
Sin = 0.558
Amplification Factor, aP: 1.0
Response Factor, Rp: 2.5
z = 45.0 ft
h = 45.0 ft
Telecommunication cabinets and radio equipment are non-structural components to be designed under
the provisions of ASCE 7-10 chapter 13.
(ASCE 7-10 13.3-3)
(ASCE 7-10 13.3-1)
(ASCE 7-10 13.3-2)
FP,min = 0.3SDSIPWP
F,_0.4aRasWP(1+2hJ
P
SIP
Fp max = 1.6SDSIPWP
0.298 w,,
= 0.477 w,,
1.589 w,,
Use F p = 0.477 wp
COREDNE
Core One Consulting USA
Phone: (778) 805-2166
www.coreoneconsulting.com
z
x
Core One Consulting USA
Proposed Radome
FSZ
1801U041
SG19-Riverton North
Oct 12, 2018 at 12:31 PM
SG19.r3d
•
Y
Core One Consulting USA
Proposed Radome
FSZ
1801U041
SG19-Riverton North
Oct 12, 2018 at 12:32 PM
SG19.r3d
Core One Consulting USA
FSZ
1801 U041
SG19-Riverton North
Proposed Radome
Oct 12, 2018 at 12:32 PM
SG19.r3d
FRP HSS4x4x6
Inn
FRP HSS4x4x6
Section Sets
PIPE 4.0
PIPE 2.0
FRP L3X3X8
L3x3x6
LL3x3x6x0
HSS4x4x4
FRP HSS4x4x6
Core One Consulting USA
Proposed Radome
FSZ
1801 U041
SG 19-Riverton North
Oct 12, 2018 at 12:32 PM
SG19.r3d
Y
a
cc
`Material Sets
A500 Gr.B RND
. A53 Gr.B
Core One Consulting USA
Proposed Radome
FSZ
1801 U041
SG19-Riverton North
Oct 12, 2018 at 12:32 PM
SG19.r3d
.Y
Member Code Checks Displayed (Enveloped)
Envelope Only Solution
Code Check
( Env )
No Calc
> 1.0
.90-1.0
.75-.90
50-.75
0.-.50
Core One Consulting USA
Proposed Radome 1
FSZ
1801U041
SG19-Riverton North
Oct 15, 2018 at 9:27 PM
SG19 10-13.r3d
Envelope Only Solution
Core One Consulting USA
Proposed Radome
FSZ
1801U041
SG19-Riverton North
Oct 12, 2018 at 12:33 PM
SG19.r3d
Member Length (in) Displayed
Envelope Only Solution
Core One Consulting USA
FSZ
Proposed Radome
SG19-Riverton North Oct 15, 2018 at 9:28 PM
1801 U041
' SG19 10-13.r3d
Loads: BLC 1, Self Weight
Envelope Only Solution
Core One Consulting USA
IProposed Radome
FSZ
1801U041
SG19-Riverton North Oct 12, 2018 at 12:34 PM
SG19.r3d
Loads: BLC 2, Wind Load AZI 000
. Envelope Only Solution
Core One Consulting USA
Proposed Radome
FSZ
1801 U041
SG19-Riverton North
Oct 12, 2018 at 12:34 PM
SG19.r3d
Loads: BLC 3, Wind Load AZI 090
Envelope Only Solution
Core One Consulting USA I
FSZ SG19-Riverton North
Proposed Radome
Oct 12, 2018 at 12:34 PM
1801U041
SG19.r3d
Loads: BLC 5, Seismic Load AZI 000
Envelope Only Solution
Core One Consulting USA
Proposed Radome
FSZ
1801 U041
SG19-Riverton North
Oct 12, 2018 at 12:34 PM
SG19.r3d
Loads: BLC 6, Seismic Load AZI 090
Envelope Only Solution
Core One Consulting USA
FSZ
1801U041
SG19-Riverton North
Proposed Radome
Oct 12, 2018 at 12:34 PM
SG19.r3d
O A E O (� E Company : Core One Consulting USA
C �J C Designer : FSZ
«` ' ' u s A Job Number : 1801 U041
Model Name : SG1 9-Riverton North
Oct 15, 2018
9:30 PM
Checked By.
Member Primary Data
Label I J oint
J Joint
K Joint Rotate(deo) Section/Shape T
Desion List
Material Desion Rules
j 1 j
MP1
N2
N1
j j PIPE 4.0
Beam
None
A53 Gr.B
T "cal
2
3
s' M2
1
N8
N9
FRP HSS4x4x6
Beam
None
FRP
Typical
Typical
. M3
N10
N11 FRP HSS4x4x6
r
Beam
None
FRP
1 4 1
5
a ° M4
N4
N5 ! IFRP HSS4x4x6
Beam
None
FRP
Typical
Typical
M5
N6
N7 FRP HSS4x4x6 Beam None
FRP
6
M6
N8
N10
N10 =_ -
N4
90 ;FRP HSS4x4x6{ Beam T None
FRP Typical
7
8
M7
90 FRP HSS4x4x6 Beam None
FRP Typical
M8
N4
N6 90
FRP HSS4x4x6
Beam
None
FRP
Typical
9
M9
N6
N8 90
FRP HSS4x4x61 Beam
None
FRP
Typical
Typical
10
M10
r N9
N11
FRP HSS4x4x6
Beam
None
FRP
11
M11
N11
N5
FRP HSS4x4x6
Beam
None
FRP
Typical
12
M12
N5
N7
FRP HSS4x4x6
Beam
None
FRP
Typical
13
M13
N7
N9
FRP HSS4x4x6
Beam
None
FRP
Typical
14
M14
N12
N13
LL3x3x6x0
Beam
None
A36 Gr.36
A36 Gr.36
_Typical
Typical
15
M18
N20
N22
HSS4x4x4
Beam
None
16
M19
N21
N23
HSS4x4x4
Beam
None
A36 Gr.36
Typical
Typical
17
MP2
N22 N23
60
PIPE 2.0
Beam
None
A53 Gr.B
18
M21
N27
N28
HR4 Beam
None
1 FRP
TYecal
19
20
M22
M23
N24
N25
N29
N30
HR4 Beam
None
FRP
Typical
HR4 ' Beam
None
FRP [ Typical
21
M24
N26
N31
HR4 Beam
None
FRP Typical
22
M25
N38
N44
90 L3x3x6 ` 1 Beam
None
A36 Gr.36 j Typical
23
24
M26
M24A
N40
N44
180 L3x3x6 Beam
None
A36 Gr.36 Typical
N18
N19 j
LL3x3x6x0
Beam
None
A36 Gr.36 l Typical
Hot Rolled Steel Section Sets
Label Shape T
Desion List
Material Design Rules A [ Iyy in41 Izz[in4]
J [in4]
1
PIPE 4.0
PIPE 3.5
Beam
None
A53 Gr.B
Typical
2.5
4.52
4.52
i 9.04
_ 1.25 j
2
" 'PIPE 2.0
PIPE 2.0
Beam
j
None
A53Gr.B
Typical
1.02
.627
.627
3
4
FRP L3X3X8
HR4
LL3x3x8x3
Beam
None
FRP
Typical
5.52
11.3
4.4
I .46
L4X4X6 i
Beam
None
FRP
Typical..-
Typical
2.86
2.11
4.32
1.75
4.32
1.75
=['141
5
__ 6
7
L3x3x6
L3X3X6
Beam
None
A36 Gr.36
.101
LL3x3x6x0
LL3x3x6x0j
Beam
I
None
A36 Gr.36
Typical
4.22
6.81
3.5
'202
HSS4x4x4
HSS4x4x4
Beam
1
None
A36 Gr.36
Typical
Typical
3.37
4.78
1
7.8
10.3
7.8_
10.3
; 12.8
8
j FRP HSS4x4x6
HSS4X4X6 1
Beam
,. [
None
FRP
_
j 17.5
Hot Rolled Steel Design Parameters
Label Shape Len othfinl Lb in
Lbzz[inl Lcomo toofinlLcomo bot[inl L-torou... K
Kzz
Cb Function
j 1
MP1
PIPE 4.0
153
Lbyy
I
Lateral
I 2
M2
FRP HSS4x.
117
Lbyy
Lbyy
1
Lateral
3
M3
FRP HSS4x.
117
Lateral
4
;
M4
FRP HSS4x.
117
Lbyy
Lateral
Lateral
5
M5 FRP HSS4x.
117
Lbyy
6 ,
7
-M6 FRP'HSS4x...
41
Lbyy
_
i
Lateral
M7 FRP HSS4x.,
41
Lbyy
i
Lateral
j 8
9
l 10-'
M8 FRP HSS4xj
41
Lbyy
°
Lateral
Mg
M10
FRP HSS4x.1
41
Lbyy
I
Lateral
FRP HSS4x.
41
Lbyy
Lateral
RISA-3D Version 17.0.0[C:\...\...\...\...\...\...\...\SG19 Riverton North\SG19\SG19_10-13.r3d]
Page 1
2
3
1:711' COREONE CanPa"
Des igner
,T!Nfl U S A Job Number
Model Name
: Core One Consulting USA
: FSZ
: 1801U041
: SG19-Riverton North
Oct 15, 2018
9:30 PM
Checked By.
Hot Rolled Steel Design Parameters (Continued)
Label Shape Len th in Lbvv[inl LbzzFinl Lcom toolinlLcomo bot in L-tor u... K
Kzz
Cb Function
11
12,
. M11 IFRP
4, M12
HSS4x.
41
41
1Ley
-
Lateral
iFRP HSS4x.
Lbyy
1Lateral
Lateral
13
I-
.14
15
1 M13
FRP HSS4x.
41
i Lbyy
: M14
.LL3x3x6x0
41
1 Lbyy
L
Lateral
M18
HSS4x4x4 9.111
Lbyy
Lateral
16
I M19
HSS4x4x4
9.111
Lbyy
Lateral
17
18
' MP2
''' M21
PIPE 2.0
HR4
• 70
[112.721
Lbyy
Lateral
,
Lbyy
',
Lateral
19
M22
HR4 112.7211
Lbyy
1
Lateral
20
M23
HR4 1112.721r
Lbyy
Lateral
21
22
M24
M25
HR4
L3x3x6
112.721
18.2221_
Lbyy
Lateral
Lbyy
T
Lateral
23
M26
L3x3x6
18.222
Lbyy
Lateral
24
M24A LL3x3x6x0
' 41
'
Lbyy
Lateral
Material Takeoff
Material
Size
Pieces
LeriothFin
Wei h LB
1 Hot Rolled Steel
2
A36 Gr.36
.,
HSS4X4X4 -
18.2
17.4
3
A36 Gr.36
L3X3X6
2
36.4
21.8
4
- A36 Gr.36 LL3x3x6x0
.,
2 -
., 82 ,
- 98.1
5
A53 Gr.B PIPE 2.0
1
70
20.2
6
A53 Gr.B 1- PIPE 3.5
1
153
108.5
7 FRP HSS4X4X6 12
796
251
8 FRP
L4X4X6
4
450.9
85.1
9
11
12
Total HR Steel
24
1606.6
602.1
Plate Elements
Thickness (in)
Volume yds^3..)._
.2
FRP Plate
.5
5
688.4
13
Total Plates
5
.2
688.4
Basic Load Cases
BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me....Surface(,..
1 Self Weigtit DL -1 T 4
Wind Load AZI 000
Wind Load AZI 090
WLZ f
WLX
4 Service Live 1 LL
5 Seismic Load AZI 000 ELZ
6 Seismic Load AZI 090 ELX
7 BLC 2 Transient Are... None
L
23
1
8 'BLC 3 Transient Are... None
Load Combinations
23
Description
1 1.4D Y DL 1.41
23 1.2D + 1W AZI 000 -1Y..0, DDLI: 1.21- 1
5
,.1
1.2D + 1W AZI 030
RISA-3D Version 17.0.0 [CA...\...\...\...\...\...\...\SG19 Riverton North\SG19\SG19_10-13.r3d] Page 2
COREONE g:gPanenrY : Core One Consulting USA
: FSZ
• - .7 Li S A Job Number : 1801U041
Model Name : SG1 9-Riverton North
Oct 15, 2018
9:30 PM
Checked By
Load Combinations (Continued)
Description
S...P...S...B...Fa..B... Fa..B...Fa..B...Fa..B...Fa..B.. Fa..B...Fa..B...Fa..B...Fa..B...Fa...
4
-
1.2D + 1W AZI 060
rYy
DL
1.2 ...
. ...
.8...
1
.
1 1.
5
6 .
1.2D + 1W AZI 090
Y..
Y..
y
yi
DL
1.2
.. 1
1.2D + 1W AZI 120 ,
DL
1.2 ...
_.5...
.8. .
i
7
1.2D + 1W AZI 150
Y .
Y
-115L
1.2 ...
-........5
8 ,
1.2D +_1W AZI 180
y„
y
:DL
1.2
...
-1
9
1.2D + 1W AZI 210
Y..
y
IDL
I
1.2
...
.......-.5
.
10 1
1.2D + 1W AZI 240
Y..
Y
IDL
1.2
...
-.5...
-....
11
1.2D + 1W AZI 270
Y...y
!DL
1.2
...
12
1.2D + 1W AZI 300
Y..
y
DL
1.2
...
.
...
-....
13
14
1.2D + 1W AZI 330
0.9D `4- 1W AZI 000 f4'.. .„
Y..'(
Y..
y
1DL
IDL
1.2 ...
9 7
.8......
1
-.5
15
0.9D + 1W AZI 030
Y..
y DL 9 .. 8......
.5
16
0.9D + 1W AZI 060
Y...y
DI-
.9
. .
.5
...
.8...
17
0.9D + 1W AZI 090
Y.
y
IDL
g
...
1 I
18
0.9D + 1W AZI 120
Y..
y
IDL
g
...
_.5...
.8...
19
0.9D + 1W AZI 150
Y..'(
IDL
9
...
-.......
.51
20
0.9D + 1W AZI 180
Y..
y
;DL
.9
-
-1
-
21
22
0.9D + 1W AZI 210
Y..'(
Y..
DL
.9
...
-.......
-.5!
-
0.9D +' 1W AZI 240
y
,DL
.9
...
_.5...
23
0.9D + 1W AZI 270 Y.. y
DL
.9
I
...
-1
24
0.9D + 1W AZI 300
Y..
y
DL
.9
,..
.5
...
-....
25
0.9D + 1W AZI 330
Y...y
DL
.9
...
.8......
-.5,
26
1.2D + 1.0Di
y..
y
,DL
1.2
O..
1
27
1.2D + 1.0Di + 1.0Wi AZI 000
Y..
y
DL
1.2
O..
1
...
28
1.2D + 1.0Di + 1.0Wi AZI 030
Y..
---1
y
'IX
1.2
O..
1
...
.8......
.5
29
1.2D + 1.0Di + 1.0Wi AZI 060
Y..I
y
DL
1.2
0
1
...
.5
.. .8...
h:..
30
1.2D + 1.0Di + 1.0Wi AZI 090
Y..
Y
Dt- 1 2
O..
1
.,. I, 1 .
__1
31
32
1.2D + 1.0Di + 1.0Wi AZI 120
1.2D + 1.0Di + 1.0Wi AZI 150
Y..
y..
y
yr
DL 1.2
DL 1.2
O..
O..
1
1
...
...
-.5
-....
... .8...
•-• .5
33
1.20 + 1.0Di + 1.0Wi AZI 180
y..
y
IDL 1.2
O..
1
..•
-1
34
1.2D + 1.0Di + 1.0Wi AZI 210
Y..
Y..
y
DL1.2
0
1-.
-.......
1_.5:
35
36
1.2D + 1.0Di + 1.0Wi AZI 240
y
DL,1.2
O..
1
...
-.
• I-••••
1.2D + 1.0Di + 1.0Wi AZI 270
Y..'(
DL!1.2
O..
1
...
-1
37
L 38
1.2D + 1.0Di + 1.0Wi AZI 300
Y..'(
DL
1.2
0
1
...
.
-
1.2D + 1.0Di + 1.0Wi AZI 330
Y.
y
DL
1.2
O..
1
...
.8......
-.5
39 1.2D
40 1.2D
41 1.2D
+ 1.5L + 1.0WL (30 mph) AZI 000
+ 1.5L + 1!..OWL (30 mph) AZI 030
+ 1.5L + 1.0WL (30 mph)AZI 060
Y..
Y..
Y..
Y
Y
Y
DL 1.2 LL
DL 1.21141.§
DL 1.2:LL
1.5
1.5
15''
...
...
...
.0...
.07
.04
...
....4:2,7
...
.04
.0...
L
42
1.2D
+ 1.5L + tOWL (30 mph) AZI 090
Y.
Y
DL 1.2
LL
43
1.2D
+ 1.5L + 1.0WL (30 mph) AZI 120
Y.
y
DL 1.2
LL
1.5
...
-.04...
.07
44
1.2D
+ 1.5L + 1.0W1_1_30 mph) AZI 150
Y..
y
DL
1.2
LL
1.5
...
-.07...
.04
45
1 46
1.2D
+ 1.5L + 1.0WL (30 mph) AZI 180
Y..
Y..
Y
DL
1.2
LL
1.5
...
-....
1.2D
+ 1.5L + 1.0WL (30 mptbAZI 210
Y
DL
1.2
LL
1.5
...
-.07...
-.04
47
1.2D
+ 1.5L + 1.0WL (30 mph) AZI 240
Y-
Y
DL
1.2 LL
1.51...
-.04...
-.07
48
1.2D
+ 1.5L + 1.0WL (30 mph) AZI 270
Y..
Y
DL
1.2 LL 1.5
... -....
,
49
50
1.2D
1.2D
+ 1.5L + 1.0WL (3o mph) AZI 300 Y..Y
+ 1.5L + 1.0WL (30 mph) AZI 330 Y- Y
DL
DL
1.2 LL 1.5
1.2 LL 1.5
...
...
.04
... -.07
.07
... r.o4
51
(1.2+0.2Sds) + 1.0 E AZI 000 Y.. y
DL
1.2 E... 1
,
(1.2+0.2Sds) +1.0 E AZI 030 Y.. Y
tDL
1.2
E....8...E,.
.5
it
'
_52
I 53
r-54
(1.2+0.2Sds) + 1.0 E AZI 060 Y.., y
DL
1.2
E...
.5
E...8...;
(1.2+0.2Sds) +1.0 E AZI 090 Y..1
1
E
1 55
(1.2+0.2Sds) + 1.0 E AZI 120 IY.1y
DL
1.2
E...
_.5
E...8...
I
RISA-3D Version 17.0.0 [CA...\...\...\...\...\...\...\SG19 Riverton North\SG19\SG19_10-13.r3d]
Page 3
C O R E O N E Designer Company : Core One Consulting USA
: FSZ
r. ^ N i 1 , -r i N r, USA Job Number : 1801U041
Model Name : SG19-Riverton North
Oct 15, 2018
9:30 PM
Checked By.
Load Combinations (Continued)
Description
S...P...S...B...Fa.. B... Fa.. B...Fa.. B...Fa.. B...Fa.. B...Fa.. B...Fa.. B...Fa.. B...Fa.. B.. Fa...
56
(1.2+0.2Sds) + 1.0 E AZI 150
Y..
Y
IDL
1.2
E...-....TE...5
57
(1.2+0.2Sds) + 1.0 E AZI 180
Y...Y
DL
1.2
E...
-1
58
(1.2+0.2Sds) + 1.0 E AZI 210
Y..
y
DL
1.2
E...-....
E..
-.
59
(1.2+0.2Sds) + 1.0 E AZI 240
Y..
Y
DL
1.2
E...
-.5
E..-....
60
(1.2+0.2Sds) + 1.0 E AZI 270
Y..
Y
DL
1.2
E..
-1
61
(1.2+0.2Sds) + 1.0 E AZI 300
Y.
y
1DL
1.2
E...
.5 E..-....
62
(1.2+0.2Sds) + 1.0 E AZI 330
Y.
y
DL
1.2
E....8...
E..
-.5
63
(0.9-0.2Sds) + 1.0E AZI 000
Y..
y
'DL
.9
E...
1
64
(0.9-0.2Sds) + 1.0E AZI 030
Y.
Y
DL
.9
E....8...
E...5
65
(0.9-0.2Sds) + 1.0E AZI 060
Y..
Y
DL
.9
E...
.5
E...8...
66
(0.9-0.2Sds) + 1.0E AZI 090
Y..
y
tDL
.9
E..
1
67
(0.9-0.2Sds) + 1.0E AZI 120
Y..
y
DL
.9
E...
-.5 E...8...
68
(0.9-0.2Sds) + 1.0E AZI 150
Y.
Y
DL
.9
E...-....E...5
69
(0.9-0.2Sds) + 1.0E AZI 180
Y..
y
DL
.9
E...
-1
70
(0.9-0.2Sds) + 1.0E AZI 210
Y..
y
iDL
.9
E...-....,E.
-.5
71
(0.9-0.2Sds) + 1.0E AZI 240
Y..
y
DL
.9
E...
_.5 E..-....
72
(0.9-0.2Sds) + 1.0E AZI 270
Y..
Y
DL
.9
'E••
-1
73
(0.9-0.2Sds) + 1.0E AZI 300
Y..
y
;DL
.9
E...
.5
E..-....
74 ,
(0.9-0.2Sds) + 1'.OE AZI 330
Y..
Y
DL
.9
E....8...
E..
-.5
Joint Coordinates and Temperatures
Label
Xfin
Yfin
zfin
Temp fF
Detach From DiaD...
1
N1
0
0
0
0
2
N2
0
153
0
0
3
N3
0
36
0
0
4
N4
20.500049
153
-20.500049
0
5
N5
20.500049
36
-20.500049
0
6
N6
20.500049
153
20.500049
0
7
N7
20.500049
36
20.500049
0
8
N8
-20.500049
153
20.500049
0
9
N9
-20.500049
36
20.500049
0
10
N10
-20.500049
153
-20.500049
0
11
N11
-20.500049
36
-20.500049
0
12
N12
-20.500049
153
0
0
13
N13
20.500049
153
0
0
14
N14
0
153
20.500049
0
15
N15
0
153
-20.500049
0
16
N16
-20.500049
36
0
0
17
N17
20.500049 1
36
0
0
18
N18
0
36
20.500049
0
19
N19
0
36
-20.500049
0
20
N20
0
147
0
0
21
N21
. 0
77
0
0
22
N22
7.890472
147 -
-4.555566
0
23
N23
7.890472
77
-4.555566
0
24
N24
20.500049
147
-20.500049
0
25
N25
20.500049 '
147
20.500049
0
26
N26
-20.500049
147
20.500049
0
27
N27
-20.500049
147
-20.500049
0
28 N28
20.500049
42
-20.500049
0
RISA-3D Version 17.0.0[C:\...\...\...\...\...\...\...\SG19 Riverton North\SG19\SG19_10-13.r3d]
Page 4
C O R E O N E Company Core One Consulting USA
j� C [ V L_ Designer FSZ
" ; r"-; u S A Job Number : 1801U041
Model Name : SG19-Riverton North
Oct 15, 2018
9:30 PM
Checked By.
Joint Coordinates and Temperatures (Continued)
Label
Xfinl Y
Z [in]
Tem
Detach From Diap...
29
30
31
N29
20.500049
42
20.500049 I
0
N30
-20.500049
-20.500049
42
20.500049
0
N31
42
-20.500049
0
32
N32
20.500049.
94.5
20.500049
0
33
N33
-20.500049
94.5
20.500049
0
34
N34
20.500049
94.5
-20.500049
0
35
N35
1
-20.500049
94.5
-20.500049
0
36
N44
1
0
24
0
0
37
N37
0
76.5
0
0
38
N38 ': `
I
-18.222265.
24
0
0
L9
N40
0
24 -18.222265
0
Joint Boundary Conditions
1I
2_
3
4 I
Joint Label X Ik/in]
N1 1 Reaction
N44
Y [k/in] Z [k/in] X Rot.[k-ft/rad]__ Y Rot.[k-fUrad] Z Rot.[k-ft/rad]
Reaction i Reaction Reaction [ Reaction Reaction 7
N38 1 Reaction Reaction Reaction
N40 e ';i Reaction Reaction Reaction
Member Distributed Loads (BLC 7 : BLC 2 Transient Area Loads)
Member Label Direction
Start Magnitude[Ib/ft,F,psf] End Magnitude[Iblft.._Start
-34.25 -29.99 !
Location[in,%] End Location[in %]_i
1
M2
Z
0
23.4
.2
M2
Z
-29.99
-26.386
23.4 •
46.8
1_ 3
M2
Z
-26.386 J
-21.159
46.8
70.2
93.6
4
15
-6
M2
Z -
Z
--21.159
. '
-10.824
-.192
j
70.2 .
M2
-10.824
93.6
117
r --- 23.4
-,
M5
Z
-.192
-10.824
0
7
M5
Z
-10.824
-21.159
-26.386
23.4
46.8
8
M5
Z
-21.159
46.8
70.2
I
9
M5
Z
-26.386
-29.99
70.2
93.6
10
M5
.
Z
-29.99
-34.25
93.6
117
1
11
M9
Z -6.233
-17.086
0
9.225
12
13
14
15
_ _M9
M9
_ M9
Z-17.086
-25.637
9.225
18.45
E
Z-25.637
-25.223
18.45
27.675
36.9
Z-25.223
-18.146
27675
M13
Z-18.146
-25.223
4.1
13.325
F_16
M13
Z
-25.223
-25.637
13.325
22.55
117
M13
Z
-25.637
-17.086
22.55
31.775
18
M13
Z
-17.086
-6.233
31.775
41
_
19
M23
Z
-29.423
-46.517
0
22.544
20
M23
Z
-46.517
-53.504
22.544
45.088
21
22
1 23
M23
M23
M23
`
Z
-53.504
-53.504
45.088
67.633
-53.504
-46.517
-29.423
67.633
90.177 ,
g_
Z-46.517
90.177
112.721
Member Distributed Loads (BLC 8 : BLC 3 Transient Area Loads)
Member Label
M4
Direction Start Magnitude[Ib/ft,F,psf] End Magnitude[Ib/ft...Start Location[in,%] End Location[in %o]
X 1 -.192-10.824 0 I 23.4
RISA-3D Version 17.0.0[C:\...\...\...\...\...\...\...\SG19 Riverton North\SG19\SG19_10-13.r3d] Page 5
C O fR E O 1' [ E Company : Core One Consulting USA
C �[ C Designer : FSZ
N ' ' ' N i..i S i° Job Number : 1801U041
Model Name : SG19-Riverton North
Oct 15, 2018
9:30 PM
Checked By.
Member Distributed Loads (BLC 8 : BLC 3 Transient Area Loads) (Continued)
2
Member Label Direction Start Magnitudejlb/ft,F,psf] End Magnitude[Ib/ft...Start
Location[in,%LEnd
23.4
Location[in%]
M4
X 1 -10.824
-21.159
46.8
3
M4
X -21.159
-26.386
46.8
70.2
93.6
4
5
6
7
M4 ' X 1-26.386
-29.99
70.2
M4
X -29.99
-34.25
93.6
117
M5 X -34.25
-29.99 1 0
23.4
M5
! X
X
-29.99
-26.386 23.4
46.8
8
M5
-26.386
-21.159 46.8
70.2
9
10
M5 X-21.159
-10.824 70.2
93.6
M5 X-10.824
-.192
93.6
117
11
M8 X -6.233
-17.086
0
9.225
12
M8 X
-17.086
-25.637
9.225
18.45
13
M8 X
-25.637
-25.223
18.45
27.675
14
M8 X
-25.223
-18.146
27.675
36.9
15
M12 I X
-18.146
-25.223
4.1
13.325
16
M12 i X
-25.223
-25.637_...
13.325
22.55
17
M12 1 X
-25.637
-17.086
22.55
31.775
18
M12 I X ' 1
-17.086
-6.233
31.775
_
41
19
M22 X
-29.423
-46.517
0 22.544
20
M22 X
-46.517
-53.504
22.544
45.088
67.633=`904177
45.088
21
22
M22 X
-53.504
-53.504
'�`-46.517
_
67.633
M22 i X
53.504
23
M22 [ X -46.517
-29.423
90.177 112.721
Member Area Loads (BLC 2 : Wind Load AZI 000)
Joint A
N8
Joint B Joint C
N6 1 N7
Joint D
Member Area Loads (BLC 3 : Wind Load AZI 090)
N9
Direction Distribution Magnitude[psf]
Z Two Way 1 -29
Joint A Joint B
Joint C
1 N6 I N4 N5
Member Point Loads (BLC 1: Self Weight)
Joint D Direction Distribution Magnitude[psf]
N7 X 1 Two Way -29
Member Label Direction Magnitudejlb,k-ft]
MP1 Y -27.45
MP2 4.`Y -27.45
Locat ion [in,%]
1
1'
MP1
MP2
Y I -27.45
70
Y
-27.45
70
Member Point Loads (BLC 5 : Seismic Load AZI 000)
Member Label Direction
1 I MP1 Z
2 I MP2 Z
3 MP1 Z
4 MP2 i; Z
Magnitude [Ib, k-ft]
-13.088
-13.088
-13.088
-13088
Location[in,%]
1
70
70
Member Point Loads (BLC 6 : Seismic Load AZI 090)
Member Label Direction Magnitude[Ib,k-ft] Location[in,%]
RISA-3D Version 17.0.0[C:\...\...\...\...\...\...\...\SG19 Riverton North\SG19\SG19_10-13.r3d] Page 6
OR E O N E Company : Core One Consulting USA Oct 15, 2018
(� v L Designer FSZ 9:30 PM
r N u R A Job Number : 1801U041 Checked By.
Model Name : SG19-Riverton North
Member Point Loads (BLC 6 : Seismic Load AZ! 090) (Continued)
1
2
3
4
Member Label
MP1
MP2
MP1
MP2
Direction Magnitude[Ibk-ft]
X
X
X
X
-13.088
-13.088
-13.088
-13.088
Location [in,%]
1
1
70
70
Envelope Joint Displacements
Joint
X finl LC
Y finl LC
Z [in]
LC X Rotation f... LC Y Rotation f... LC Z Rotation f... LC
1
N1
max
min
0
0
74
1
0
74
0 74 0
741 0
74
0
74
2
0
1
0
1
0
1 °. 0
1
0
1`
5
3 !
N2
max
3.327
11
0
24
2.084
8
1.893e-02
8 9.42e-05
52
3.109e-02
4 1
min
-3.502
5
-.004
6
-2.213
2
-2.005e-02
2-9.56e-05
70
-2.95e-02
11-
N3
max
.102
11
0
22
.1
8
1.152e-02
8 18.461 a-05
64
1.234e-02
5
6
min
-.106
5
-.001
1
-.105
2
-1.222e-02
2 1-8.57e-05
58
-1.176e-02
11
5
7 1
N4
max
3.347
11
.643
18
2.087
8
1.888e-02
8 2.841 a-04
6
2.699e-02
8 i
9
min
-3.523
5
-.71
12
-2.216
2
-1.994e-02
2-2.707e-04
24
-2.552e-02
11
N5
max
.106
11
.642
18
.128
8
1.46e-02
8 2.637e-04
7
3.134e-02
5
10
11
min
-.11
5
-.709
12
-.134
2
-1.566e-02
2-2.508e-04
25-2.988e-02
11
N6 max
3.344 11
.681
16
2.087
8
1.45e-02
8
2
2.806e-04
-2.676e-04.
13
2.7e-02 5
: 2.553e-02 11
12 '
min
-3.521 5 . .
-.697
10
-2.216
2
=,1.556e-02
1 9
13
N7 max
.106 ,11
.68
16
.128 8
1.898e-02 8
2.612e-04 12 3.131e-02
5
4 11
5
11
5
` 11
5
14 i
min
-.11 51
-.696
10
-.134
2
-2.004e-02
2
-2,474e-04
18=-2.984e-02
15 1
N8 max
3.344 ;11
;
.642
12
2.084
8
1.46e-02
8
2
2.82e-04
6
3.13e-02
-2.983e'7021
2.701e-02
16
min
3.521 ? 5
-.709
6
-2.214
2
-1.566e-02
-2.683e-04
24
17
N9
max .106 '11
.642
12
.128
8
1.885e-02
8
2.635e-04
7
18_
19
20
21
221
23
25
_26
27
[2&
. =
f
.._
min
-.11
5
-.709
6
-.134
2
-1.991e-02
2
-2.505e-04
25
-2.554e-02
N10
max
3.347
11
.628
22
2.084
8
1.881e-02
8
2.823e-04
13
3.128e-02
min
-3.523
5
-.748
4
-2.214
2
-1.986e-02
2
-2.689e-04
19
-2.981e-02
11
N 11
max
.106
11
.629
22
.128
8
1.464e-02
8
2.627e-04
12
2.706e-02
-2.559e-02
5
111
min
-.11
5
-.748
4
-.134
2
-1.57e-02
2
-2.484e-04
18
:
N12
max
3.327
11
.579 11
2.084
8
1.676e-02
8
9.038e-05
52
3.129e-02
5
min
-3.502
3.327
5
11
-.639 F5 -2_214
.609 5 2.087
2
-1.782e-02
1.675e-02
2-9.28e-05
8 8.97e-05
10
52
2,982e-02;
2.7e-02
11
5
N13
max
8
min
-3.502
5
-.605 111
-2.216
2-1.781e-02
2-9.094e-05 70-2.553e-02 11 ;
N14
max
3.344
11
.335 14
2.089
8
8 1.455e-02
8 9.006e-05 52 2.917e-02 5
min
,-3.521
5
-.379
.314
8
20
-
-2.218
2.086
2
8
-1.561e-02
2
-9.162e-05
9
-2.77e-02
11
5
11
' 29
N15
max
3.347
11
5
11
1.885e-02 8
9.012e-05
52
2.915e-02
30
min
-3.523
-.399
2
-2.215
2
8
1=1.99e-02
2
-9.22e-05
9
-2.768e-02
31
32
N16
max
.106
.534
23
.128
1.671e-02
8
8.912e-05
52
2.704e-02
5
min
-.11
5
11
-.634
5
-.134
2
-1.776e-02
2
-9.043e-05
58
-2.556e-02
11
33
N17
max
.109
.565
17
.128
8
1.669e-02
8
8.824e-05
64
3.132e-02
5
11
34
min
-.113
5
-.602
11
-.134
2 1-1.775e-02
2
-8.96e-05
58
-2.986e-02
35
N18
max
.106
11
.277
14 .1
8 1.892e-02
2-1.997e-02
8
8.875e-05
64
2.885e-02
5
• 36
min
-.11
5
-.285
8 -.106
2-9.011e-05
58
-2.74e-02
11
37
N19
max
.106 11
.261
20 .1
8
2,
8
1.462e-02'
8 ,8.883e-05
64
2.884e-02
5
11
38
min
-.11 5
=:302:;:-,
2
-.106:
1.971
u-.-1.568e-02
2-9.016e-05
58
-2739e-02-
39
N20
max
3.148 11
0
24
1.893e-02
8 1.044e-04 52 3.184e-02 5
40
min
-3.313 5
-.004 `
6
-2.093 2
-2.006e-02
2
-1.063e-04 70
1.171e-04 5
-3.02e-02111
2.973e-02
;
5
41
N21
max
.957
11
-.001
17
1
i 6
.687
-.73
1.971
8
1.671e-02
8
42
min
-1.005
5 1
11 1
-.002 1
.243
2
8
-1.784e-02
2
-1.1e-04
58
-2.835e-02
11
43
N22
max
3.148
1.89e-02
8
1.085e-04
52
3.177e-02 I
5
RISA-3D Version 17.0.0[C:\...\...\...\...\...\...\...\SG19 Riverton North\SG19\SG19_10-13.r3d]
Page 7
CORECOREONE Company
ONE V Designer
' 1 ' ' ' ' ti u S A Job Number
Model Name
: Core One Consulting USA
: FSZ
: 1801U041
: SG19-Riverton North
Oct 15, 2018
9:30 PM
Checked By.
Envelope Joint Displacements (Continued)
Joint X finl LC Y finl LC
Z in LC X Rotation f... LC Y Rotation f... LC Z Rotation f... LC
4
min
-3.313 5 -.248
12" -2.093
2 "
-2.002e-02
1.681e-02
2' .
-1.106e-04 .70:,-3.014e-02
11
45 1 N23
max .957 ,
11
.24 6
.687
8
8
2
1.274e-04.
-1.116e-04
4
3.005e-02
-2.867e-02
5
46 1
min
-1.005
5
-.245 112
-.73
2
-1.796e-02
58
11
47 ' N24
max
3.196
11
.643 118
1.975
8
1.857e-02
8
2.821e-04
6
2.668e-02
2.521e-02.
5
1
48-
49
t
min
-3.364
5
-.71 L 12
-2.098
-1.963e-02
2
-2.686e-04
24
; N25
max 3.191
11
.681 16
2.003
8
1.42e-02
8 2.786e-04
13
2.678e-02
5
50
min
-3.359
5
-.697
10
-2.125
2
-1.525e-02
2-2.656e-04
19
-2.53e-02
11
51
52
I N26
max
3.166
11
.642
12
1.997
8
1.438e-02
8
2.803e-04
6
3.106e-02
5
I;d--
min
-3.334
5
-.709
6
-2.12
2
-1.544e-02
2
-2.666e-04
24
-2.959e-02
11
53
54
N27
max
3.17
11
.628
22
1.972
8
1.858e-02
8 2.805e-04
13
19
3.096e-02
-2.95e-02
5
11
min
-3.337
5
-.748
4
-2.095
2
-1.963e-02 2 ,-2.671e-04
55
N28
max
.286
11
.642
18
.216
8
1.483e-02
8 I 2.62e-04
7
3.157e-02
5
56
I
min
-.299
5
-.709
12
-.228
2
-1.589e-02
2 1-2.49e-04
25
-3.01e-02
11
57
N29
max
.288
11
.68
16
.242
8
1.921e-02
8 12.592e-04
12
3.162e-02
5
58
59
_
N30
_min_
max
-.301
.261
5 -
11
-.696
10
-.254
2
-2.026e-02
2 '-2.454e-04
18
-3.015e-02
11 i
.642
12
.244
8
1.917e-02 8 2.626e-04
6 2.733e-02
5
60
min
, -.274
5
-.709
6
-.256
2
-2.022e-02
2-2.485e-04
24
-2.586e-02
11 1
61
N31
max
.26
11
.629
22
.218
8
1.496e-02
8 2.612e-04
13
2.729e-02
5 f
62
min
-.273
5
-.749
4
-.23
2 -1.602e-02
2-2.478e-04
19
-2.582e-02
11 J
63
64
N32
max
min
1
1.832
-1.922
11
5
.681
-.697
16
10
1.217
-1.284
8 1.673e-02
21 -1.778e-02
8
; 2
2.682e-04
13 2.916e-02
5
-2.553e-04
19
-2.768e-02
11
65
N33
max
1.665
11
.642
12
1.212
8 1.672e-02
8
2.715e-04
6
2.911e-02
5
66
min
-1.755
5
-.71
6
-1.28
2-1 -1.778e-02
2
-2.575e-04
24
-2.764e-02
11
67
_.68
69
N34
max
1.834
11
.642
18
1.047
8 1.678e-02
2 ; 1.783e-02-.;
8
2
2.719e-04
-2.582e-04
6
24
2.916e-02
5
min
-1.924
5 -.709
12
, %-1.114
-2.769e-02
11
N35
max
1.667
11 .628
22
1.048
8
1.668e-02
8
2.708e-04
13
2.921e-02
5
70
min
-1.757
5
-.748
4
-1.115
2
-1.773e-02
2
I.
-2.575e-04
19
-2.774e-02
11
71
N44
max
.002
11
0
22
.002
8
4.416e-03
-4.668e-03
t 8
5.641e-05
64
4.712e-03
5
72
min
-.002
5
0
1
-.002
2,
2-5.713e-05
58
-4.503e-03
11
73 N37
max
.943
11
-.001 17 .679 8
1.666e-02 8 ,1.156e-04
5
2.958e-02
5
74
75
min
-.99
5
-.002 [1
-.721 - 2
0 74
-1.778e-02 1 2
4.416e-031 8
I-1.097e-04
58
-2.82e-02
11
N38
max
0
74
0
74
1.036e-04
14
-3.35e-05
74
76
77
min
0.
1
0
1
0 1
-4.668e-03
2-1.067e-04
8
-5.211e-05
1
N40
max
0
74 0
1 0
74
0 74 5.211e-05! 1 1.083e-04
11
4.712e-03' 5
-4.503e-03 11
78
min
0
1
0 1 13.35e-05 14-1.045e-04
17
Envelope Joint Reactions
Joint X [lb] LC
N 1 max 4137.977 11
min-4331.238-,,, 5
Y[Ib]
1945.201
1250.294
3
4
5
N38 max 5297.306
min -5104.044
N40 max .246
Totals:
min -.25
max 966.065
5 I 7.635
11 !' 4.758
13 7.631
4 4.759
17
min-966.065 11
1960.466
1260.299
LC Z [lb] LC MX jk=t] LC MY f k-ft]
LC
1 ; 4057.573 8 2.45 : 8 .02 58
21 I-290.873 2._..:-..--2.591 12 -.02 64
1 1 .246 13 0 '74 0 74
17 1 -.25 4; 0 11 0 1
1 , 5256.932 2 0 74 0
14 1-5023.632 8 ff 0 1 0
1 1966.065 14 I
14 1-966.065
8
MZ jk-ft] LC
2.615 5-1
-2.498
0
11
74
1
74 0 74
1 0 1
RISA-3D Version 17.0.0[C:\...\...\...\...\...\...\...\SG19 Riverton North\SG19\SG19_10-13.r3d] Page 8
1,. Company : Core One Consulting USA Oct 15, 2018
OREONE Designer : FSZ 9:30 PM
r hi + , i ; I N (-; USA Job Number : 1801 U041 Checked By.
Model Name : SG19-Riverton North
Envelope MSC 14th(360-10): LRFD Steel Code Checks
Member
1 MP1
2 ! M23
3 M22
4 M24A
5_1. M 11
6 M13
7 M14
8 I M8
9 M6
Shape
PIPE 3.5
L4X4X6
L4X4X6
Code ... Lock] LC Shear ... Loci] Dir LC phi'Pnc ...phi'Pnt [.. phi'Mn y...phi*Mn z...Cb Eqn
782 129.... 4 .185 129.... 4 40593.1... 78750 7.954 7.954 11 •..H1-1bl
.764 56.361 8 .039 0 z 8 2979.42 18018_ .855 1.319` 11•.•F H2-1.762 88•38
11 .039 112.... z 112979.42 18018 1 .855 1.319 11.. !. H2-1
LL3x3x6x0 .526
20.51 2 .154 20.5
HSS4X4X6 .443 20.5 2
HSS4X4X6 .430 20.51 8
LL3x3x6x0 .257 20.5 5
HSS4X4X6 .240 20.5 5
HSS4X4X6 .229 20.5
11
.087
.084
.035
.043
.042
20.5 y
20.5 y
20.5 y
20.51z
20.5 , z
5
2
3
122890....
27723.5...
27723.5...
122890....
5 27723.5...
1127723.5...
136728 9 806 4'.466 11•• H1-1 b 1
30114 3.355 3.355 11••••H1-1bj
30114 3.355 3.355 r�H1-1j
136728 9.806 4.466 1....H1-lb
30114 3.355 3.355 �1•.•
30114 3.355 3.355 1....H1-lb
H1-lb
10
M24
L4X4X6
.170
63.406
2
.001
0
y
112979.42
18018
.855
1.314
11....
H2-1_1
H2-1 1
11
M21
L4X4X6
.159
63.406
5
.001
0
y
8
2979.42
18018
.855
1.314
.1....
12
MP2
PIPE 2.0
.143
70
5
.009
0 j
5
21366.o...
32130
1.872
1.872
2•••.H1-1131
13 M25 L3X3X6 .083 9.111 5 .000 18.222 z 1 64913.8... 68364 2.307 5.322 '1.... H2-1
14 L M26 L3X3X6 .082 9.111 2 .000118.222 y 1 64913.8... 68364 2.307 5.322 1.... H2-1
15 M19 HSS4X4X4 .076 0 12 .044 0 y 11108982.. . 109188 12.663 12.663 1••TH1-1b
16 M2 HSS4X4X6 .076 117 7 '' .037, 117 z 8 15355.4...L30114 3.355 3.355' 1...•H1-1b
17 M4 HSS4X4X6 .072 0 24 .037 0 1115355.4...j 30114 3.355 3.355 1 •• H1-1b
18 M5 HSS4X4X6 .070 58.5 9 .037 117 y 11115355.4.•. 30114 3.355 3.355 1....H1-lb
19 M3 HSS4X4X6 .062 117 13 .021 112.... z 8 15355.4... 30114 3.355 3.355 1....H1-lb
20 M18 HSS4X4X4 .048 0 6 .037 0 y 6 108982....109188 12.663 12.663 2.•••H1-lb
21 M9 HSS4X4X6 .012 20.927 2 .005 b7.156 y 2 27723.5... 30114 3.355 3.355 1•. .H1-1b
22 M12 HSS4X4X6 .012 20.073 5 .004 0 z 2327723.5... 30114 3.355 3.355 1••.•H1-1b_;
23 M10 HSS4X4X6 .002 20.5 3 .001 0 y 3 27723.5... 30114 3.355 3 355 1 H1-1b
24 M7 I HSS4X4X6 .002 120.5 1 .001 1 41 z 3 27723.5... 30114 3.355 _.. 3 355J 1 H1-1 b1
RISA-3D Version 17.0.0[C:\...\...\...\...\...\...\...\SG19 Riverton North\SG19\SG19_10-13.r3d] Page 9
COREONE
-. U t_ T i N. USA
Wood Shear Wall
Project Title: Si Riverton North
Engineer: Fatnuiiah Zamani
Project ID: 1801U041
Project Descr: Rooftop check
Printed: 15 OCT 2018, 9.43PM
ber\To do\SG19 RIVERTON NORTI-11SG19 Riverton NorthISG191SG19 Riverton North:ec6 .
Software copyright ENERCALC, INC. 1983-2018, Buitd:10f18:9.3OE:
Lic. # : KW-06012251 r Licensee <:CoreOne
Description : Parapet Wall-2x6
General Information
Total Wall Length 3.0ft Framing & Chord Material :
Number of Storys 1 Wood Species : Douglas Fir - Larch (North)
Story #1 Height 2.0ft Wood Grade : No. 1/No. 2
Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10
Sheathing
Fc - PrII = 1,400.0 psi Ft - Tension 500.0 psi
Fc - Perp = 625.0 psi E 1,600.0 ksi
Specific Gravity = 4902
SDC : Seismic Design Category : D
Main Sheathing
SDPWS 2015 Construction Table : 4.3A
Wood Structural Panels, Sheathing, 3/8" Thk, 1-1/4" Min
Sheathing in 2nd Side
SDPWS 2008 Construction Table : 4.3A
Wood Structural Panels, Sheathing, 3/8" Thk, 1-1/4" Min
Nominal Seismic Shear Capacities (plf) : Nominal Seismic Shear Capacities (plf) :
6" Spac. 400 3" Spac. 780 6" Spac. 400 3" Spac. 780
4" Spac. 600 2" Spac. 1020 4" Spac. 600 2" Spac. 1020
Nominal Wind Shear Capacities (plf) : Nominal Wind Shear Capacities (plf) :
6" Spac. 560 3" Spac. 1090 6" Spac. 560 3" Spac. 1090
4" Spac. 840 2" Spac. 1430 4" Spac. 840 2" Spac. 1430
Chord Data
Chord Member Size for each level : See Chord Summary Tables for number of Chords required at each panel end.
Level 1 Chord Size : 2x4 Chord Cf: Comp: 1.0 Tens: 1.0 Max. Allow Stress Ratio 1.0 : 1
Chord Area = 5.250 in^2
Opening ID Dist to Opening Dist to Opening
Left Edge Width Bottom Height
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
ft
..!ay , ...,,
All chords treated as fully braced about both axes
P,
COREONE
Wood Shear Wall
Project Title: S( Riverton North
Engineer: Fathullah Zamani
Project ID: 1801U041
Project Descr: Rooftop check
Printed: 15 OCT 2018, 9:43PM
ber\To do\SG19 RIVERTON NORTMSG19 Riverton North1SG191SG19 Riverton North.ec6 .
Software copyright ENERCALC, INC. 1983-2018, Build:10.18.9.30 .
Lic. # : KW-06012251 .: Licensee:: CoreOne
Description : Parapet Wall-2x6
Applied Distributed Vertical Loads
Load Location (ft)
Load Magnitude (klf)
Start Locatior End Location Height of Application Dead Roof Live Live Snow Wind Seismic
0.0 3.0 2.0
0.0 3.0 2.0
Applied Concentrated Lateral Loads
Load "Y" Location
1.60
Shear Panel Summary
Panel LevelMax Shear
ID # (kips) Load Comb
(ft)
0.070 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0120 0.0 0.0
Load Magnitude (kips)
Dead Roof Live Live Snow Wind Seismic
0.0 0.0 0.0 0.0 5.10 0.0
# Sides Shear Summary & Attachment
Used Actual (plf) Allow Status Attachment
P1 1 5.100 +1.20D+W
Chord Summary
2 1,700.0
Height/Width Ratio
Actual Allow Notes
1,744.0 OK Use 3" at panel edges, 12" in field
0.67 3.50 Side 1 OK
Dist from
CHORD DESIGN SUMMARY
Chord Level Left Force # Req"d Member Stress
ID # (ft) (kips) Load Comb @ Location Size Ratio Govems Status
C1 1 0.00 3.4 +1.20D+W 1 2x4 0.21 Comp OK
Comp Values : Max. Down : 3.4 k Load Comb t1.20D+W Max fc = 648 psi Allow F'c = 3,024 psi
Tens Values : Max. Uplift : 3.4 k Load Comb t1.20D+W Max ft = 648 psi Allow F't = 1,080 psi
User -specified anchorage device :
C2 1 3.00 3.4 +1.20D+W 1 2x4 0.21 Comp OK
Comp Values : Max. Down : 3.4 k Load Comb t1.20D+W Max fc = 648 psi Allow F'c = 3,024 psi
Tens Values : Max. Uplift : 3.4 k Load Comb t1.20D+W Max ft = 648 psi Allow F't = 1,080 psi
User -specified anchorage device :
Chord Naming Informa C : Item is a Chord L : Followed by level nur # : Followed by chord number from left
WL : Indicates Chord is on left edge of wal WR : Indicates Chord is on right edge of w
CORE_ILTfDNE
1 Wood Beam
Description : Roof beam-2x10
CODE REFERENCES
Project Title: SC Riverton North
Engineer: Fatnuiiah Zamani
Project ID: 1801U041
Project Descr: Rooftop check
Printed: 15 OCT 2018, 9:37PM
ber\To do\SG19 RIVERTON NORTH\SGI9 Riverton North\SG191SG19 Riverton North.ec6
Software copyright ENERCALC, INC. 1983-2018, Build:10.18.9.30
Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : ASCE 7-10
Material Properties
Analysis MethoLoad Resistance Factor D Fb +
Load CombinatiASCE 7-10 Fb
Fc - Prll
Fc - Perp
Fv
Ft
Beam is Fully Braced against lateral -torsional buckling
Wood Species
Wood Grade
Beam Bracing
D(1.3)
Douglas Fir - Larch (North)
No. 1 & Btr
D(0.01995) Lr(0.0266) S(0.03325)
1,150.0 psi E : Modulus of Elasti
1,150.0 psi Ebend- xx 1,800.0 ksi
1,800.0 psi Eminbend - x 660.0ksi
625.0 psi
180.0 psi
750.0psi Density 30.590pcf
Repetitive Member Stress Increa:
4
F
2x10
Span = 16.0 ft
Applied Loads
Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load : D = 0.0150, Lr = 0.020, S = 0.0250 ksf, Tributary Width = 1.330 ft, (Original
Point Load : D = 1.30 k @ 1.0 ft, (Deadload from Radome)
Moment : W = 2.50 k-ft, Location = 1.0 ft from left end of this span, (Moment from Radome)
DESIGN SUMMARY _ _
Maximum Bending Stress Ratio
Section used for this span
fb : Actual
FB : Allowable
_ 0.9321
2x10
2,343.72 psi
= 2,513.81 psi
Load Combination +1.20D+1.60S+0.50W+1.60H
Location of maximum on span = 5.839ft
Span # where maximum occurs = Span # 1
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
Design Loads)
Maximum Shear Stress Ratio
Section used for this span
fv : Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
0.398 in Ratio =
0.000 in Ratio =
0.780 in Ratio =
0.000 in Ratio =
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios
Segment Length Span # M V a CFA/ C i Cr
+1.40D+1.60H
Length = 16.0 ft 1
+1.20D+0.50Lr+ 1.60L+1.60 H
Length = 16.0 ft 1
+1.20D+ 1.60L+0.50S+ 1.60 H
Length = 16.0 ft 1
+1.20D+ 1.60Lr+0.50L+1.60 H
Length = 16.0 ft 1
0.636
0.491
0.513
0.689
0.898
0.611
0.619
0.685
0.60 1.100
1.100
0.80 1.100
1.100
0.80 1.100
1.100
0.80 1.100
482 >=240
0 <240
246 >=180
0<180
Design OK
0.898 : 1
2x10
209.55 psi
233.28 psi
+1.40D+1.60H
0.000 ft
Span # 1
Moment Values
Cm C t CL Mu fb
Fb
Shear Values
Vu fv Fv
0.00
1.00 1.15 1.00 1.00 1.00 2.14 1,199.19 1885.36
1.00 1.15 1.00 1.00 1.00 0.00
1.00 1.15 1.00 1.00 1.00 2.20 1,234.99 2513.81
1.00 1.15 1.00 1.00 1.00 0.00
1.00 1.15 1.00 1.00 1.00 2.30 1,289.74 2513.81
1.00 1.15 1.00 1.00 1.00 0.00
1.00 1.15 1.00 1.00 1.00 3.09 1,732.93 2513.81
0.00
1.94
0.00
1.76
0.00
1.78
0.00
1.97
0.00
209.55
0.00
190.03
0.00
192.63
0.00
212.93
0.00
233.28
0.00
311.04
0.00
311.04
0.00
311.04
GDREDNE
Wood Beam
.Lic. # : KW-06012s
Description : Roof beam-2x10
Load Combination Max Stress Ratios
Project Title: S( Riverton North
Engineer: Fathullah Zamani
Project ID: 1801U041
Project Descr: Rooftop check
Printed: 15 OCT 2018, 9:37PM
ber\To do1SG19 RIVERTON NORTMSG19 Riverton North 1SG191SG19 Riverton North.ec6 .
Software copyright ENERCALC, INC. 1983-2018, Build:10.18.9.30 .
Licensees: CoreOne
Segment Length Span # M V A. CFN Ci Cr Cm C t CL Mu
+1.20D+1.60Lr+0.50W+1.60H
Length = 16.0 ft 1
+1.20D+0.50L+1.60S+1.60H
Length = 16.0 ft 1
+ 1.20 D+ 1.605+0.50 W+ 1.60 H
Length = 16.0 ft 1
+1.20D+0.50Lr+0.50L+W+1.6
Length = 16.0 ft 1
+1.20D+0.50L+0.50S+W+1.6(
Length = 16.0 ft 1
+1.20D+0.50L+0.20S+E+1.60
Length = 16.0 ft 1
+0.90D+W+0.90H
Length = 16.0 ft 1
+0.90D+E+0.90H
Length = 16.0 ft 1
1.100
0.863 0.657 0.80 1.100
1.100
0.763 0.711 0.80 1.100
1.100
0.932 0.684 0.80 1.100
1.100
0.736 0.445 1.00 1.100
1.100
0.745 0.452 1.00 1.100
1.100
0.359 0.475 1.00 1.100
1.100
0.641 0.303 1.00 1.100
1.100
0.245 0.346 1.00 1.100
Overall Maximum Deflections
Load Combination
Moment Values
Shear Values
fb Fb Vu fv Fv
1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1.00 1.15 1.00 1.00 1.00 3.87 2,169.01 2513.81 1.89 204.49 311.04
1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1.00 1.15 1.00 1.00 1.00 3.42 1,918.91 2513.81 2.05 221.26 311.04
1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1.00 1.15 1.00 1.00 1.00 4.18 2,343.72 2513.81 1.97 212.82 311.04
1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1.00 1.15 1.00 1.00 1.00 4.12 2,313.75 3142.26 1.60 173.14 388.80
1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1.00 1.15 1.00 1.00 1.00 4.17 2,340.04 3142.26 1.63 175.74 388.80
1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1.00 1.15 1.00 1.00 1.00 2.01 1,128.35 3142.26 1.71 184.82 388.80
1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1.00 1.15 1.00 1.00 1.00 3.59 2,014.42 3142.26 1.09 117.82 388.80
1.00 1.15 1.00 1.00 1.00 0.00 0.00 0.00 0.00
1.00 1.15 1.00 1.00 1.00 1.37 770.91 3142.26 1.25 134.71 388.80
Span Max. "-" Defl Location in Span Load Combination Max. "+" Dell Location in Span
+D+0.750L+0.7505+0.450W+H 1 0.7802 7.474 0.0000 0.000
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 1.668 0.534
Overall MlNimum -0.156 0.156
+D+H 1.402 0.264
+D+L+H 1.402 0.264
+D+Lr+H 1.615 0.477
+D+S+H 1.668 0.530
+D+0.750Lr+0.750L+H 1.562 0.424
+D+0.750L+0.750S+H 1.601 0.464
+D+0.60W+H 1.308 0.358
+D+0.70E+H 1.402 0.264
+D+0.750Lr+0.750L+0.450W+H 1.491 0.494
+D+0.750L+0.750S+0.450W+H 1.531 0.534
+D+0.750L+0.750S+0.5250E+H 1.601 0.464
+0.600+0.60W+0.60H 0.747 0.252
+0.60D+0.70E+0.60H 0.841 0.159
D Only 1.402 0.264
Lr Only 0.213 0.213
L Only
S Only 0.266 0.266
W Only -0.156 0.156
E Only
H Only
Project #:
181 )041
Site:
SG19
Capacity Input:
N
Analysis/Design:
Analysis
ASD/LRFD:
LRFD
Data
Auto Calc Capacity I
Bolt Properties
Nominal Diameter (d)
5/8
Steel Grade
A307
Threads Excluded?
N
Yield Strength (Fyb)
36
Ultimate Strength (Fub)
60
Threads/in (n)
11
Gross Area (Agb)
0.307
Net Area (Anb)
0.226
Shear (Ibs)
4624.1
Tension (Ibs)
1
inches
ksi
ksi
in2
m
i
Date:
10/12/2018
By: `,
FSZ
Bolt Capacity ( 0.625 A307 Bolts)
UIt Load/ Bolt
Factored Load (4)=0.75)
# of Bolts
Factor Joint Capacity
Shear (Ibs)
8283.5
6212.6
1
6212.6
Tension (Ibs)
13560.1
10170.1
1
10170.1
Interaction Check
V'/4Vn 74.4%
T /4Tn 0.0%
<1.0 55.4%
Pass
OREDNE
.1'. i', LiSA
Core One Consulting
Phone: (778) 805-2166
www.coreoneconsulting.com
APPENDIX A
Design Tables & Resources
October 12, 2018
Page 15
CDRECINF1F
llSA
Core One Consulting USA
Phone: (778) 805-2166
www.coreoneconsulting.com
10/9/2018
Design Maps Summary Repc
MUMS Design Maps Summary Report
User -Specified Input
Building Code Reference Document 2012/2015 International Building Code
(which utilizes USGS hazard data available in 2008)
Site Coordinates 47.47298°N, 122.28724°W
Site Soil Classification Site Class D - "Stiff Soil"
Risk Category I/II/III
NOVO
a IJVT #aiNION " q
I ssaqua i
a
A«p0.4714
Burien.
� l
--SEAT}
T.ACOt4A iN +
DesM
USGS-Provided Output
Ss = 1.490 g
Si = 0.558 g
SM5 = 1.490 g
SMl = 0.837 g
Sos = 0.993 g
Spl = 0.558 g
For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and
deterministic ground motions in the direction of maximum horizontal response, please return to the application and
select the "2009 NEHRP" building code reference document.
NICER Response Spectrum
i.w
IIt,
utn
0.$)
0 Al
030
0.10
Paled. 1' rsec)
Design Response Spectrum
0.a) 0.40 OLoi OX0 I .J) LI. 1.Y) Ito I:)
Period. 1' istt)
2.00
Although•this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the
accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge.
httos://erod02-earthquake.cr.usos.00v/desionmacs/us/summarv.ohOtemplate=minimal&latitude=47.472988‘longitude=-122.287248siteclass=3&riskca... 1/1
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-3670
AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS
PERMISSION TO ENTER PROPERTY
STATE OF WASHINGTON
ss
COUNTY OF KING
The undersigned being duly sworn and upon oath states as follows:
1. I am the current owner of the property which is the subject of this application.
2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my
knowledge.
3. The application is being submitted with my knowledge and consent.
4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real
property, located at for the purpose of application
review, for the limited time necessary to complete that purpose.
5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during
the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City.
6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without
refund of fees.
EXECUTED at
(city), (state), on , 20
(Print Name)
(Address)
(Phone Number)
(Signature)
On this day personally appeared before me to me known to be the individual who
executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and
purposes mentioned therein.
SUBSCRIBED AND SWORN TO BEFORE ME ON THIS
DAY OF , 20
NOTARY PUBLIC in and for the State of Washington
residing at
My Commission expires on
W:\@SIIAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Usc Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Wireless Communication
Facility.docx
•
COMPLETE APPLICATION CHECKLIST
The materials listed below must be submitted with your application. You may request a waiver from items on the
checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre -
application meeting or at the time of application submittal. Application review will not begin until it is determined
to be complete. Within 28 days of receiving your application, City staff will determine if it is complete based on the
attached checklist. If not complete City staff will mail you a letter outlining what additional information is needed.
If you do not submit requested materials within 90 days from the City's request for additional information the City
may cancel your application.
Check items
submitted
with
application
Information Required. - Additional materials may be required
APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities.
1. Application Checklist (1 copy) indicating items submitted with application.
2. Completed Application Form and drawings (5 copies).
3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site
map, architectural elevations, method of attachment, proposed screening, location of proposed
antennas, and all other information which accurately depicts the proposed project. Minimum size
is 8 1/2" x 11". Plans shall be no greater than 24" x 36".
4. Application Fee: See Land Use Fee Schedule.
p%/YI
l_/`�"�dA 'f ,g /24
5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property
(1 copy attached).
.
'Od'' f tt
lwa
W '
E4 ,verii ,
6. SEPA Environmental Checklist. SEPA is not required when the facility:
i) Is a microcell and is to be attached to an existing structure that is not a residence or school and
does not contain a residence or a school;
ii) Includes personal wireless antennas, other than a microcell, and is to be attached to an existing
structure (that may be an existing tower) that is not a residence or school and does not contain a
residence or school, and the existing structure to which it is to be attached is located in a
commercial, industrial, manufacturing, forest or agriculture zone; or
iii) Involves constructing a personal wireless tower less than sixty feet in height that is located in a
commercial, industrial, manufacturing, forest, or agricultural zone.
7. A letter from the applicant describing the proposed project and describing compliance with the
City's Code requirements stated in TMC Section 18.58. Include statement whether the proposal is
considered a "substantial change" or not as defined by the FCC rules and TMC Section 18.58.200.
8. Sensitive Area studies and proposed mitigation (if required).
9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating
compliance with TMC Section 8.22, "Noise".
If the application requires a Type 2 review these additional items are needed:
10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility;
11. Materials board for the screening material;
12. Landscaping plan;
13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal
requirements for allowed emissions;
14. If the facility is located within a residential zone, a report from a radio frequency en rneer
explaining the need for the proposed wireless communication facility at that locatitqWWEJlally=L
W:\@SHAREPOINT FOLDER RESTRUCTURE \Refcrence\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT W irel i� Com nittofd
(l/` Facility.docx • O 1 Zu
Community
Development
•
Check items
submitted
with
application
Information Required. - Additional materials may be required.
the applicant shall provide detailed discussion on why the wireless communication facility cannot be
located within a commercial or industrial zone.
If the application requires a Type 3 review these additional items are needed:
15. A narrative responding to the criteria at TMC Section 18.58.060.
16. The radio frequency engineer report shall include a discussion of the information required under
TMC Section 18.58.070. The report shall also explain why a tower must be used instead of any of
the other location options outlined in Table A.
17. Engineering Plans for the proposed tower.
18. A vicinity map depicting the proposed extent of the service area.
19. A graphic simulation showing the appearance of the proposed tower and ancillary structures and
ancillary facilities from five points within the impacted vicinity. Such points are to be mutually
agreed upon by the Director of DCD and applicant. All plans and photo simulations shall include the
maximum build -out of the proposed facility.
20. Evidence of compliance with Federal Aviation Administration (FAA) standards for height and
lighting and certificates of compliance from all affected agencies.
21. Evidence that the tower has been designed to meet the minimum structural standards for wireless
communication facilities for a minimum of three providers of voice, video or data transmission
services, including the applicant, and including a description of the number and types of antennas the
tower can accommodate.
PUBLIC NOTICE MATERIALS: (Necessary for Type 3)
22. Payment of notice board fee (see Land Use Fee schedule) to FastSigns Tukwila OR provide a 4' x 4'
public notice board on site within 14 days of the Department determining that a complete application has
been received (see Public Notice Sign Specifications Handout).
23. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide
an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses)
within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos,
trailer parks --must be included.
Once your project is assigned to a planner, you will be required to provide an electronic copy of the
mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these
fields as an individual column:
Name
Street Address
City, St, Zip
Mr. Smith
1234 Park Ave S
Tukwila WA 98188
PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you
provide them, there is an additional fee for postage and material as listed under Public Notice
Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the
decision and you will receive a separate bill for this fee.
24. If providing own labels, include King County Assessor's map(s) which shows the location of each
property within 500 ft. of the subject lot.
RECEIVED
DEC 13 2018
Community
Development
W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Wireless Communication
Facility.docx
CITY OF TUKWILA
Department of Community Development
6300 Southcenter Boulevard, Tukwila, WA 98188
Telephone: (206) 431-3670
WIRELESS TELE-
COMMUNICATION
FACILITIES
APPLICATION
FOR STAFF USE ONL Y
Planner:
File Number:
L / O —0 j / S
Application Complete Date:
Project File Number:
PL / 8 -a/ o d
Application Incomplete Date:
Other File Numbers:
NAME OF PROJECT/DEVELOPMENT: 5 (, / °► IZ, uet.ro.a IJ o 24-14
BRIEF DESCRIPTION OF PROJECT: Ecs.eac f L p1 &LC krecr-r#' `t PA-441S
CIRCLE TYPE :
TYPE2 TYPE3
Public Hearing Notices
and Hearing Examiner
Fees Apply.
LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and
subdivision, access street, and nearest intersection.
3 57 (a 5 l `1 to TM ST 1- K.w • 98 J (0 8
LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement).
00Y000 - o31s
DEVELOPMENT COORDINATOR :
The individual who:
• has decision making authority on behalf of the owner/applicant in meetings with City staff,
• has full responsibility for identifying and satisfying all relevant and sometimes overlapping development
standards, and
• is the primary contact with the City, to whom all notices and reports will be sent.
Name: 1...,►. g' Dt—
RECEIVED
DEC 13 2018
om
franity—
Development
Address: f'oto SEco^A AVE _ su IrE /TIL SC.T-rLC GJ ?3i01
Phone- Zoto S -I 4 -35 9 5
E-mail: £Qr.i..E ipf (CoQ,k DiJC Csz•JSv1—T,4.,°rJ, CO
Signature: Date: f2.1 t b Ind
W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFr Wireless Communication
Facility.docx
PROJECT •SCRIPTION
AT&T PROPOSES TO MODIFY AN EXISTING UNOCCUPIED TELECOMMUNICATIONS FACILITY WITH THE REMOVAL OF (3)
EXISTING PANEL ANTENNAS, (3) RRH'S, (6) TMA'S AND THE INSTALLATION OF (3) PANEL ANTENNA AND (6) RRH'S
ALONG WITH DC AND FIBER CABLE ROUTING FROM THE EQUIPMENT ROOM TO THE ANTENNA
PROJECT INFORMATION
SITE ADDRESS 3516 S 146TH ST
TUKWILA WA 98168
LATITUDE: 47' 28' 22.61" N
LONGITUDE: 122' 17' 13.77" W
JURISDICTION: CITY OF TUKWILA
ZONING DISTRICT: HDR (HIGH DENSITY RESIDENTIAL)
EXISTING USE:
PROPOSED USE:
OCCUPANCY:
A.P.N.
UNMANNED TELECOMMUNICATIONS FACILITY
UNMANNED TELECOMMUNICATIONS FACILITY
U, S-2
004000-0315
RF DATA SHEET
DATE ISSUED: 05/02/201ti
VERSION: 4.00
DRAWING INDEX
REV
T-1
TITLE SHEET
0
GN-1
GENERAL NOTES I
0
GN-2
GENERAL NOTES II
0
C-1
SITE PLAN
0
C-2
PARTIAL ROOF PLAN
0
C-3
EXISTING EQUIPMENT LAYOUT
0
C-4
PROPOSED EQUIPMENT LAYOUT
0
C-5
EXISTING & PROPOSED NORTH BUILDING ELEVATIONS
0
C-6
EXISTING & PROPOSED EAST BUILDING ELEVATIONS
0
S-1
CONSTRUCTION DETAILS I
0
S-2
CONSTRUCTION DETAILS II
0
S-3
CONSTRUCTION DETAILS III
0
RF-1
EXISTING ANTENNA CONFIGURATIONS
0
RF-2
PROPOSED ANTENNA CONFIGURATIONS
0
RF-3
RF & EQUIPMENT DETAILS
0
G-1
GROUNDING NOTES
0
G-2
SCHEMATIC GROUNDING PLAN
0
G-3
GROUNDING DETAILS
0
LEGAL DESCRIPTION
ADAMS HOME TRS
PLAT BLOCK 2 PLAT LOT 30
SITE PROJECT PARTICIPANTS
A/E
SAC
RF
LANDLORD
SAC MANAGER
A&E MANAGER
CM
NAME
LEE CAMPBELL
RONNIE HYDE
ANNE LE
T.B.D.
PAM ROY
DANIEL KELLY
ED HAVENS
COMPANY
CORE ONE CONSULTING USA
CORE ONE CONSULTING USA
AT&T WIRELESS
ARK VIA NELLE, LLC.
MASTEC NETWORK SOLUTIONS
MASTEC NETWORK SOLUTIONS
MASTEC NETWORK SOLUTIONS
NIL`.' Elf
778-805-216b
206-549-3849
425-614-5641
T.B.D.
425-214-7000
253-579-3503
253-579-3503
Know what's below.
Call before you dig
at&t
PROJECT SCOPE: LTE 5C/6C
FA#:
PTN#:
PACE#:
SITE NUMBER:
SITE NAME:
ADDRESS:
SITE TYPE:
10092691
3801 AOF2E0
MRWOR032063
SG19
RIVERTON NORTH
3516 S 146TH ST
TUKWILA WA 981 68
ROOFTOP
CONSTRUCTION DRAWINGS
VICINITY MAP
DIRECTIONS: FROM SEATILE—TACOMA INTERNATIONAL AIRPORT:
START FROM SEATILE—TACOMA INTERNATIONAL AIRPORT HEAD SO UTHEAST ON AIRPORT EXPRESSWAY
TOWARD DEPARTURES DR (56 FT). USE THE LEFT LANE TO KEEP LEFT (0.1 MI). KEEP LEFT(0.5
MI). CONT INUE ON AIRPORT EXPRESSWAY . DRIVE FROM WA-518 E AND 5 1ST AVE S TO
TUKWILA (3.0 MI). S LIGHT LEFT ONTO AIRPORT EXPRESSWAY(D .8 MI). KEEP RIGHT AT THE FORK, FOLLOW
SIGNS FOR WA-518 E/INTERSTATE 5/ INTERSTATE 405 AND MERGE ONTO WA —518 E (1.3 MI).
TAKE THE 51ST AVENUE S EXIT TOWARD SOUTHCENTER PKWY (0.2 M I). TURN LEFT ONTO 51ST
AVE S (0.7 M I). TAKE S 144TH ST TO 42ND AVE S (0.5 MI). TURN LEFT TOWARD S 144TH
ST (302 FT). TURN LEFT ONTO S 144TH ST (0.5 MI). TURN LEFT ONTO 42ND AVE S (0.1 MI).
TURN RIGHT AT THE 1ST CROSS STREET ONTO S 146TH ST. DESTINATION WILL BE ON THE
R IGHT (0.3 MI). ARRIVED AT 3516 5 146TH ST.
513610 51
Nnr1A Se. T4c Park
S14611• SI
7Ry
S 131.4 St
1111
r a70,1 51
11410 SI
S 144111
5 14416 tit
15011110
S 15.051
• s 1 Wnn S•
3
S 145tn St !
4
S�f'551 E 14AM tit
5 1500151 1.
• Rental Car Fx1Lry
44.
o.
3
4N
v '6
s.14416s1 Tukwlla 7
S 14 rin31
�ywrl4 Pk^Y
Westt enter*_
3
SCALING DRAWINGS
SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE
JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIET
BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME.
IF USING 11"x17" PLOT, DRAWINGS WILL BE AT HALF SCALE.
DIG INFORMATION
UULC:
UTILITIES UNDERGROUND LOCATION CENTER
f / 1-800-424-5555 OR 811
WWW.CALLBEFOREYOUDIG.ORG/WASHINGTON
3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION
BUILDING CODES AND STANDARDS
SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND
LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE
LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE
DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN.
BUILDING CODE:
[INTERNATIONAL BUILDING CODE (IBC), 2015 AS ADOPTED BY THE LOCAL JURISDICTION]
ELECTRICAL CODE:
[NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2015, NATIONAL ELECTRICAL CODE,
AS ADOPTED BY THE LOCAL JURISDICTION]
LIGHTNING PROTECTION CODE:
[NFPA 780 — 2002, LIGHTNING PROTECTION CODE]
SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING
STANDARDS.
AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR
STRUCTURAL CONCRETE
AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION,
ASD, THIRTEENTH EDITION
ANSI/TIA 222—G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND
ANTENNAS.
TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR
TELECOMMUNICATIONS
INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING
EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND
SYSTEM
IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF
ELECTRONIC EQUIPMENT
IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION
TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS
ANSI 71.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL
PROTECTION
FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING
MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE
REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL
REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN.
JURISDICTIONAL APPROVAL
RECEIVE.
DEC 1 2018
Community
Development
at&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
•:•M asTec
Network Solutions
22263 68th AVE S
KENT, WA 98032
COREONE
Ct TING USP
506 SECOND AVENUE, SUITE 1512
SEATTLE, WA 98104
PROJECT NO: 1 BUO41
DRAWN BY:
W.T.
CHECKED BY: LC.
CAD FILE
T- 1
SUBMITTALS
DEC 05/18
FINAL CD's
JUL 24/18
REVISED PER COMMENTS
MAR 12/18
ISSUED FOR REVIEW
rrE INFORMATION CONTAINED IN THIS SET CF
DOCLAvENTfS IS PROPRIETARY SY NATURE.
ANY USE OR DISCLOSURE OTFER THAN THAT
WHICH RELATES TO THE CLIENT NAMED IS
STRICTLY PROHIBITED
STF
RIVERTON NORTH
SG19
3516 S 146TH ST
TUKWILA WA 981 68
FA u 1 0092E91
SHEET T,TLE
TITLE SHEET
SHEET NUMBER
T-1
GENERAL NOTES:
SPECIAL NOTES:
1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS.
OMISSIONS. OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS,
DOCUMENTS, NOTES. OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION
INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CORRECTING ANY ERROR. OMISSION. OR INCONSISTENCY
AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE
ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER
AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF
CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK
CARRIER CONSTRUCTION PROJECT MANAGER.
2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT
TIME JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING
THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT
SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT
DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT
WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH
CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN
WRITING,
3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE F OR
PARTICIPATION IN BID WALK.
4. DRAWINGS ARE NOT TO BE SCALED. WRITTEN DIMENSIONS TAKE PRECEDENCE,
THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC
PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S
SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS. EQUIPMENT,
LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT
AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL..
5. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN
THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF
WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT
MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS
SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND
IMPROVEMENTS IN ACCORDANCE W'TH THE INTENT OF THESE DOCUMENTS THE
BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFY'NG (N WRUNG) THE
ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PR OR TO
SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCES
THE CONTRACTOR SHALL PR-CE THE MORE COSTLY OR EXTENSIVE WORK,
UNLESS DIRECTED OTHERWISE.
6. DRAWINGS ARE NOT TO BE SCA_ED UNDER ANY CIRCUMSTANCE. TOWER
NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM
THS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE S.-TOWN
ON PLANS.
7. OWNER. CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCT ON PROJECT
MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPEC F'CATIONS
PRIOR TO THE START OF CONSTRUCTION.
8. THE GENERAL CONTRACTOR SHA_L RECEIVE WRITTEN AUTHOR'ZATION 70
PROCEED WITH CONSTRUCTION PRIOR TO START NC WORK ON ANY 'TEN NOT
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS.
9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED
HOURS TO AVOID DISTURBING NORMAL BUSINESS.
10. THE CONTRACTOR SHALL PROVIDE TOWER N EWOR'K CARRIER PROPER
INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL
INSURED. AND TOWER NETWORK CARR'ER PROOF OF LICENSES) AND PE &
PO INSURANCE.
THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN
THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOIFIY
RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS, TECHNIQUES,
SEQUENCES, AND PROCEDURES FOR COORDINATING AL_ PORTIONS OF THE
WORK UNDER THE CONTRACT.
12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIAL S ACCORD NG
TO MANUFACTURER'S/VENDOR'S SPLCIFICATIONS UN:.ESS NOTED OTHERWISE
OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE
13 ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL
BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS, AND
ORDINANCES. CONTRACTOR SHALL GIVE ALL NOT'CES AND COMPLY WIIH ALL
LAWS, ORDINANCES. RULES, REGULATIONS AND LAWFUL ORDERS OF ANY
PUBLIC AUTHORITY, MUNICIPAL AND UTIU TY COMPANY SPECIFICATIONS, AND
LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF
THE WORK
14. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SHE, A I ULL SET
OF CONSTRUCTION DOCUMENTS UPDATED WI TFI THE LATEST REVISIONS AND
ADDENDA OR CLARIFICATIONS FOR USE 3Y ALL PERSONNEL INVOLVED WIT,
THE PROJECT. HITS SET IS A VAI ID CONTRACT OOCUMLNI ONLY IF THE
TITLE SHEET IS STAMPED "FOR CONSTRUCTION' AND EACH SUCCESSIVE SFiLEI
BEARS THE ARCHITECT'S SIGNED WFT STAMP.
15. A COPY OF GOVERNING AGENCY APPROVED PLANS SHALL BE KEPT IN A
PLACE SPECIFIED BY THE GOVERNING AGENCY. AND BY IAw. SHALL BE
AVAILABLE FOR INSPECTION AT AI.I TIMES THE PLANS ARL NOT TO BE USED
BY THE WORKMEN. ALL CONSTRUCTION SETS SHALI RFFI FCT THE SAME
INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR
SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION. COMPLEIL
WITH ALL REVISIONS, ADDENDA. AND CHANCE ORDERS ON THE PRLMISLS AI
ALL TIMES UNDER THE DIRECT CARE OF THL SUPERINTENDENT. THE
CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION
PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA, AND/OR
CHANGE ORDERS AT THE CONCLUSION OF IHI WORK AS A PART OF THE
AS -BUILT DRAWING RECORDS.
16.
17
18.
19.
THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES
ARE NOT TO RE AI TFRFD BY THIS CONSTRUCTION PROJECT IINI ESS NOTED
OTHERWISE.
THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL,
AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES,
DIMENSIONS. AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR IIIE COMPLETE SECURITY OF
THE PROJECT ANO SITE WHILE IT WORK IS IN PROGRESS UNTIL THL JOB IS
COMPLETE.
THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING AL I. EXISTING
UTILITIES WHETHER OR NOT SHOWN ON IIIL PLANS, AND TO PROTECT THEM
FROM DAMAGE. THE CONTRACTOR. OR SUBCONTRACTOR AS SPLCII LED IN THE
AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHAII REAR THE
EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER
PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITII TIIF EXECUTION OF
THE WORK.
20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVFNIFNCE ONLY AND
SHALL N01 LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL.
22. ALL EXISTING CONSTRUCTION, EQUIPMENT FINISHES NOTED TO BE
REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL
BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS:
A PROPERTY NOTED TO BE RETURNED TO THE OWNER.
B. PROPERTY NOTED TO BE REMOVED BY THE OWNER.
23. THE GOVERNING AGENCIES. CODE AUTHORITIES. AND BUILDING INSPECTORS
SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES,
MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE
STANDARDS AND/OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING
OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION.
24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS. THEY SHALL BE EVENLY
DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO
EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY
SHORING AND/OR BRACING 15 TO BE PROVIDED WHERE THE STRUCTURE HAS
NOT ATTAINED THL DESIGN STRENGTH FOR THE CONDITIONS PRESENT.
25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE
CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND
EOUIPMFNT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL
ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED
WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT
MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE.
26
27
28
29
SLAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS W'TH U.L. LISTED OR
FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND
OR PROJECT SITE.
BUILDING INSPECTORS AND/OR OTHER BOLDING OFFICIALS ARE TO 9E
NOTIFIED PRIOR TO ANY GRADING. CONSTRUCTION, AND ANY OTHER PROJECT
EFFORT AS MANDATED BY THE GOVERNING AGENCY,
CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF
NOT LESS THAN 2-A OR 2-AEOBC WITHIN 75 FEET TRAVEL DISTANCE TO
ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION.
-E PROJECT, WHEN COMPLETED. SHALL COMPLY W'TH LOCH_ SECURITY
CODES AND TITLE-24 ENERGY CONSERVATION REQUIREMENTS. (TITLE-24
WHEN APPLICABLE)
30. ALL GLASS AND GLAZING IS ID COMPLY WITH CHAPTER 54 OF THE U.S.
CONSUMER SAFETY COMM'SSION - SAFETY STANDARDS FOR ARCHiTECTLRAL
GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECJR TY
REQUIREMENTS.
31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EX STING
IMPROVEMENTS, EASEMENTS, PAVING, CURBING. ETC. DURING CONSTRUCT'ON.
LPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT
MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABM THE PROPERTY.
32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE
DLRING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBR S. AND RUBBISH.
CONTRACTOR SHALL REMOVE EQU.PMENT NOT SPECIFIED AS REMAINING ON
-E PROPERTY OR PREMISES. SITE SHALL BE LEFT !N CLEAN CONDITION
AND FREE FROM PAINT SPOTS, DUST. OR SMUDGES OF ANY NATJRE.
33
34
NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH 'N
FORM, TEXTURE. FINISH, AND IN MATERIALS EXCEPT AS NOTED IN TI-E PLANS
AND SPECIFICATIONS.
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING. BLOCKING,
AND/OR S,EEVES REQUIRED FOR THE INSTALLATION OF FIXTURES,
MECHANICAL EQUIPMENT. PLUMBING, HARDWARE, AND FINISH ITEMS TO
FNSURE A PROPER AND COMPLETE JOB.
35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL.
S'RA CHI. AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL
COMPARE THE LINES AND LEVELS OF THE EXISTING COND.TIONS WITH THOSE
SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER
NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR
I:NCONSISIENCIES PRIOR TO ANY CONSTRUCTION.
36
37
38
39
'0
THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERT-ES
FROM PHYSICAL HARM. NOISE, DUST. DIRT. AND FIRE AS REQUIRED BY THE
GOVERNING AGENCIES.
WHERE SPECIFIED. MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS
AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY
RESPONSIBLE FOR RECORDING THE RESULTS.
THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS
AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO
SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE.
GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREVENTS
TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN
OTHERWISE.
TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN
CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY
THE WORK OF OTHER TRADES.
41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES
AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES
BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK.
42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS. FIXTURES,
AND/OR ANY FOIIIPMF NI NAMED BY A TRADE OR MANUFACTURER.
GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH
THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT. FIXTURE,
AND/OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO
PROVIDED BY IHE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM.
43. CAUTION, CALL BEFORE YOU DIG, BURIED UTILITIES EXIST IN THE AREA
AND UTII ITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE
ONE CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO
CONSTRUCTION. 1-800-424-5555.
44. CONTRACTOR TO REPLACE AND/OR REROUTE ANY EXISTING UNDERGROUND
UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION.
45. CONTRACTOR TO IOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE
FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL
NOTE #6 ON THIS SHEET.
46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION.
47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND
SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION
SET.
49. WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER
INSTALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER
REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT.
50. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT, MUST BE APPROVED
BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER.
51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY
ALL FAULTY. INFERIOR, AND/OR IMPROPER MATERIALS. DAMAGED GOODS,
AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS
COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE
IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR.
(EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE
AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR.
TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF
TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF
THE PROJECT. UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE
OWNER AND THE CONTRACTOR.
52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY
OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE
CONSTRUCTION OF THE PROJECT.
53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS
AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT.
BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS
REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL
PAYMENT FOR SAID DOCUMENT.
54. THE ARCHITECT/ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS
AND/OR SPECIFICATIONS.
55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND
SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT TOWER NETWORK
CARR.ER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE
APPROVAL 0= AN ASSEMBLY IN WHICH T.-IE ITEM FUNCTIONS
56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY
TOWER NETWORK CARRIER COMMUNICATIONS
57, CONTRACTOR TO PROVIDE TRENCH AS REOJ RED TO INSTALL BOTH
ELECTR CA_ AND TELEPHONE UNDERGROUND CONDUITS (#40 PVC) PER S.C.E.
WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE
SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WIT,
MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE. ETC.)
58. CONTRACTOR TO P.ROVIOE HEAW STEEL PLATES AT OPEN TRENCHES FOR
SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY
EQUIPMENT J' LIZED DURING CONSTRUCTION.
59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHN THE
CONSTRJCT ON AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND
MAINTAIN EXISTING SJR=ACE DRAINAGE SLOPES.
60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DLE
TO CONSTRUCT ON. AND TO MODIFY REMAINING IRRIGATION LINES TO
OPERATNG CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS.
6'.'N THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA
FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE
GENERAL CONTRACTOR SHALL COORD NATE WITH BUILDING OWNER AND
BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH,
REPAIR OR ANY AUGMENTATION TO THE R00=, ANO HAVE THE WORK
GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE
PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY.
62. 'N THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS
WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE
GENERAL CONTRACTOR SHALL COORDINATE W'TH THE FRP
DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS
SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING
FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL
FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP
CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR
S.-TALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED
IN PHOTOSIVULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL
CONTRACTOR, CONSTRUCTION COORDINATOR. AND ARCHITECT PRIOR TO
FABRICATION AND CONSTRUCTION.
63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA
FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED.
CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING
CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST
TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN
UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING -AS-BUILT
DRAWING SET' - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF
REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST
TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE
PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL
PENETRATION AREAS WHERE ANCHORING OCCURS.
64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING
TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS
(WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE
ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE
SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP
UNDER SERIES-304 (OR EQUAL). PANOUIT PRODUCT DISTRIBUTED BY TRIARC.
65. ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM,
EXCLUDING HOLIDAYS
1. PLANS PART 01 NIIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN.
DRAWINGS AND SPECIFICATIONS ARF INSTRUMENTS OF SERVICE AND SHALL REMAIN TIIE PROPERTY OF
THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE
NOT TO BE USED 8Y THE OWNER ON OTHLR PROJECTS OR EXTENSION TO THIS PROJECT EXCEPT BY
AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION 10 THE ARCHITECT. THESE PLANS WERE
PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING AUTHORITIES FOR REVIEW FOR COMPLIANCE
WITH APPLICABLE CODES AND II IS THE SOLE RESPONSIBILITY OF THE OWNER AND/OR CONTRACTOR TO
BUILD ACCORDING TO APPLICABLE BUILDING CODES.
2. IF CONTRACTOR OR SUB -CONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED
PLANS, THEN IT IS THE CONTRACTOR'S AND IHE SUB -CONTRACTOR'S RESPONSIBILITY 10 PROVIDE THE
ARCHITECT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH
THE WORK. IN ADDITION THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR
PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES
BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUB -CONTRACTORS SHALL BE
RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECI IONS AND APPROVALS FROM BUILDING
AUTHORITIES DURING THE EXECUTION OF THE WORK.
3. IN EVERY !VENT, THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED TO BE
A MINIMUM ACCEPTABLE MEANS OF CONSTRUCTION BUI THIS SHALL NOT RELIEVE THE CONTRACTOR.
SUB -CONTRACTOR, AND/OR SUPPLIER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB
WHEN ADDITIONAL ITEMS ARE REQUIRED TO THE MINIMUM SPECIFICATION. If ANY ITEMS NEED TO
EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE A COMPLETE. ADEQUATE AND SAFE WORKING
CONDITION, THEN IT SHALL BC THE DEEMED AND UNDERSTOOD TO BE INCLJDED IN THC DRAWINGS.
FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I E.
ELECTRICAL WIRE), STRONGER OR IARGER PIPING, INCREASED QUANTITY (I E. STRUCTURAL ELEMENTS),
REDUCED SPACING. AND/OR INCREASED LENGTH (I.E. BOLT LENGTHS. BAR LENGTHS) THEN IT SHALL BE
DEEMED AND UNDERSTOOD TO BE INCLUDED IN IHE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT
AS A CODE AND ALL ITEMS REASONABLY INFERIELD SHALL BE DEEMED TO BE INCLUDED.
4. THESE CONTRACT DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A
CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ARCHITECT AND THE CONTRACTOR.
RECEIVED
DEC 13 2010
Community
Development
at&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND. WA 98052
•:•M
asTec
Network Solutions
22263 68tn AVE S
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE. SUITE 1512
SEATTLE, WA 98104
PROJECT NO: 1 BUO41
DRAWN BY:
W.T.
CHECKED BY: LC.
CAO FILE:
GN- 1
SUBMITTALS
DEL 05/18
FINAL CD'n
a
JUL 24/18
REV'SED PER COUMENTS
A
MAR •2/18
ISSUED FOR REVIEW
T1-E 'NFORVIATI W CONTAINED IN TH9 SET OF
COCLNVENTS'S PFICPR'ETARY BY NATLFE.
ANY LSE OR DISCLOSLFE an -ER THAN THAT
WHUDH RELATES TO THE CLIENT NAMED S
y13-4.1LY PROH4ITEO
SrTE
RIVERTON NORTH
SG19
3516 S 1 46TH ST
TUKWILA WA 98168
FA #: 10092691
SHEET TrTLE
GENERAL NOTES I
21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O. S.) UNLLSS
NOTED OTHERWISE (U. N. 0.).
48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD 9Y MARKING
UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE
REDLINED SET TO 10wER NETWORK CARRIER UPON COMPLETION.
SHEET N-I V BER
GN-1
DESIGN CRITERIA:
THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORUANLr. WITH THE
INTERNATIONAL BUILDING CODE 2015 WITH WASHINGTON STATE BUILDING CODE
AMENDMENTS (2015 SEATTLE DUILDiNG CODE)
2. DESIGN I DADS;
SEE STRUCTURAL
CONCRETE NOTES:
1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI-318
2. CONCRETE SHALL BE MIXED. PROPORTIONED. CONVEYED AND PLACED IN
ACCORDANCE WITH CHAPTER 19 OF THE 2015 IBC. STRENGTHS AT 28 DAYS
AND MIX CRITERIA SHALL BE AS FOLLOWS..
TYPE OF CONSTRUCTION
A. STRUCTURAL SLABS AND
CONCRETE PIERS
B. ALL STRUCTURAL CONCRETE
EXCEPT WALLS
28 DAY STRENGTHS W/C MINIMUM CEMENT
(Co) RATIO CONTENT
PER CUBIC YARD
4,000 PSI 5.45 6 1,, SACKS
4,000 PSI
C. CONCRETE WALLS 4,000 PSI
D SLABS ON GRADE/TOPPING SLABS
(FOR EQUIPMENT CAB NET)
2,500 PSI
5 45 6 1i SACKS
5.45 6 Y2 SACKS
5 .45 6 )} SACKS
CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II L.N.O.
3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR T:E
METHODS AND PROCEDURES OF CONCRETE PLACEMENT
4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE
AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260,
C494, C618. C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN
ACCORDANCE WITH TABLE 1904.2.1 OF THE 2015 IBC.
5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT
SI), GRADE 60, 1y=60.000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO
NOTED ON THE DRAWINGS SHALL BE GRADE 40, 1y=40,000 PSI. GRADE 60
REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM
TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(51) MAY BE
WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE
WITH WELDING PROCLDJRES SPECIFIED IN A.W.S. 014 ARE SUBMIT ILO.
6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN
ACCORDANCE WITH AC1 315 AND 318. LAP AL CONTINUOUS
REINFORCEMENT AT LEAST 30 BAR DIAMEERS OR A VINIVUM OF 2'-0".
PROVIDE CORNER BARS Al ALL WALL ANC FOOTING NTERSECTIONS. LA.
CORNER BARS AT LEAST 30 BAR DAMETERS OR A MINIMUM OF 2'-0". LAP
ADJACENT MATS OF WELDED WIRE FABR'C A MINIMJM OF 8" AT SIDES AND
ENDS.
7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185.
8. SPIRAL REINFORCEMENT SHALL 8E PLAIN WIRE CONFORMING TO ASTM A615.
GRADE 60, 1y=60,000 PSI.
9. NO BARS PARTIALLY EMBEDDED iN HARDENED CONCRETE SHALL BE FIELD
BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANI.
10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS
FOLLOWS.
FOOTINGS AND OTHER UNFORMED
SURFACES, EARTH FACE
- FORV ED SJRFACLS EXPOSED
LARGER)
TO EARTH OR WEATHER
(#6 BARS OR
(#5 BARS OR SMALLER) 1 12"
- SLABS AND WALES ('NTERIOR FACE)
11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS.
12 ANCHOR BOLTS TO CONFORM TO ASIM A307.
3/4.
13. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFAC I URER
AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE
MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL
BE AT LEAST EQUAL. TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI
MINIMUM).
14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE
TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER.
BUILDING NOTES:
1. VERIFICATION THAT THE FXISTING UUILUING ROOF CAN SUPPORT THE
PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS.
2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF
ALL INITLAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE
SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE
MANUFACTURER'S REQUIREMENTS.
SAFETY PROGRAM:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND DOCUMENTING
THEIR OWN SAFETY TRAINING PROGRAM.
ABBREVIATED ROOF TOP SAFETY
PROCEDURES (WHEN APPLICABLE):
(AS PER -ACCIDENT PREVENTION PROGRAM" - BY PERM,SSION OF WREN
CONSTRUCTION. INC. - 03/01/99)
FALL PROTECTION METHODS AND EQUIPMENT
ROOF TOP INSTALLATIONS
1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF
EDGE. THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY
MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF IHE CONSTRUCTION
WORKERS.
2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E.,
BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE
SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND
VERBAL DISTANCE OF THE CONSTRUCTION WORKERS.
3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN
UNPROTECTED ROOF EDGE. REQUIRES WORKERS TO USE SAFETY LINE.
4 SAFETY LINE SHALL BE MINIMUM 1" DIAMETER NYLON, WITH A NOMINAL
TENSILE STRENGTH OF 5400 LBS.
5 SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE
STRUCTURE.
6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO
REACH EDGE OF ROOF, BUT NOT BEYOND.
7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS.
8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION
EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES,
INCLUDING:
INSPECTION OF CONSTRUCTION AREA FOR HAZARDS
USE OF AN INSPECTION CHECKLIST
INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS
REPORTING AND DOCUMENTING ANY HAZARDS
REPORTING HAZARDS TO THE SAFELY COMMITTEE FOR CONSIDERATION
POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN
RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER
COWORKER SAFETY REPRESENTATIVE
REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL
NATIONAL ASSOCIATION OE TOWER ERECTORS 2000 PUBEICATION
REFERENCED OSHA REGULATION/STANDARDS SHALL BF REVIEWED BY TOWER
ERECTORS,
EQUIPMENT INSTALLERS. AND TOWER/ROOF TOP CON TRACTORS/SUBCONTRACTORS
29 CFR 1926. 500 - SCOPE. APPLICATION, AND DEFINITIONS
29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION
19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND
PRACTICES
SPECIAL INSPECTIONS REQUIRED:
SOILS COMPLIANCE PR•Oi2 TO FOUNDATION INSPECTION
CONCRETE OVER 4000 PSI (6) SACK MIX) AT 28 DAYS
CONCRETE PLACEMENT AT SLAB ON GRADE
WRITTEN CERT'FICATION FOR PROPER PLACEMENT OF
REINFORCEMENTS AT SLAB ON GRADE
FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES
CERTIFICATION OF BUILDING PAD. FOUNDATION ANU FILL. BY
THE GEOTECHNICAL ENGINEER OF RECORD
L� VERIFICATIONS OF Mil 1. REPORT
• !DENTIF ,.CATION OF STEEL AND Al „OB SITE
• AD.-IES!VE ROUTS .'N CONCRETE OR MASONRY
❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN
CONCRETE
HIGH STRENGTH BOLTING
RECEIVED
OE 13 2016
Comm unity
Develop
S°RAYED -ON- FIREPROOFING
E STRLCIJRAI. MASONRY
PRESTRESSED CONCRETE
J ALL FIELD WELDING
�I REINFORCING PLACEMENT
❑ OES.GNER SPECIFIED (SEE SHEET#__)
[I OTHER
mat&t
AT&T MOB'LIT"
RTC U..I' DING 3
18221 NE /2n0 WAY
REDMOND. WA 98052
•:•M asTec
Network Solutions
22263 68th AVE S
KLNT. WA 98032
COREONE
CONSULTING USA
506 SECOND AVENL,E. SUITE 1512
SEATTLE, WA 98104
PROJECT NO.. 1 BL1441
IDRAWN BY:
W.T.
CHECKED BY: L.C.
CAD FILE
GN-2
SUBMITTALS
DEC 05/18
FINAL CD's
R
JUL 24/18
REVISLD PER COMMENTS
A
MAR 12/18
ISSUED FOR REVIEW
TIE INFORMATION COWAN.] IN hl15 SET OF
COCL-NE NTS IS PRCR R1ETARY BY NATLFE.
ANY LSE OR DISCLOSURE OTTER THAN TENT
NN4-4CT4 RELATES TO TIE CLIENT NAMED IS
STRICTLY PRONIEOTEO
SRE
RIVERTON NORTH
SG19
3516 S 1 46TH ST
TUKWILA WA 981 68
FA *. 1 0092691
SETTITLE
GENERAL NOTES II
SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD.
WHO SHALL REVIEW THEM AND FORWARD THEM 10 THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED
SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH
THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
SHEET AS- EER
GN-2
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROXIMA-E
ONLY AND MuST BE VERIFIED
/12
•
/7il%/////////2////22/////////////////2////////I/l//x,Fj'
/EXISTING
BUILDING?
/
//7-/7////////7//7/////77 l/////I/T/777/7/
/EXISTING
BUILDING%
/L///_i7/llU�//ll/1�llll/�//llU�//L`/�llll/�/1/lU
/EXISTING
ASPHALT
PARKING/
/xIST:NG
RUII.D NG% ';)
////%/1 ii
35TH AVE S
-
o [ILPN: 004000-0315I
1 o. I ZONING CC-C
'�E XIS TING
•I ASPHALT
7 Z LwsnNc ,I
// / BUILDING%
t PROP, RTY uN1..
—
-I PARKING
7
z XIS>'IHG
BUILDING
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1'-
•
L-�I
c„ccc,C.'T II
�FOPI•RIY LINE_
//////I//////77//////• /
.—EXISTING
KKK VI
BUILDING? 4
0
SITE PLAN
I "=30' -0-
0 5' 30' 60'
I � I
/ EXISTING
BUILDING]
///////////V///////////�
z
0
0
1"=60'-0"
•
01•
`EXISTINC
ASPHALT
PARK N0 7
o•yZ EXISTING
BUILDING% f
�//// /Z ; /////
jEX:SI:NC
BU LJING%
////!i /////1/
S 146TH ST
7////i%/7////�
/LXISIING
/ BUILDING / /,
7j
EXISTING //
BUILDING //)I
1
2
3
NOTES:
INFORMATION OBTAINED FROM DRAWINGS PREPARED BY
GPD DATED 02/09/2018.
CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION
OF ROOF VEVBRANE DURING CONSTRUCTION. REPAIR
ANY DAMAGE TO PRE -CONSTRUCTION CONDITIONS.
LEGAL DESCRIPTION:
- ADAMS HOME TRS
PLAT BLOCK 2 PLAT LOT 30
•
F77/7////////- j
// /'i
/
7/
/EXISTING
BUILDING/
/2/ //.///////_ //// ///4//;////
EXISTING ,I
BUILDING% •lll
RECEIVED
DEC 13 2016
Community nt
Develop
at&t
AT&T MOBILITY
RTC BUILDING 3
18221 N. 72nd WAY
REDMOND, WA 98052
•:;M asTec
Network Solutions
22263 681h AVE S
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE. SUITE 1512
SEATTLE, WA 98104
PPOJECT NO: 1 0UO41
DRAWN BY:
W.T.
CHECKED BY L.C.
CAO FILE
C-1
SUBMITTALS
0
DEC 05/18
FINAL CD's
JUL 24/18
REVISED PER COMMENTS
A
MAR 12/18
ISSUED FOR REVIEW
TFE I FOIWATICN CONTAPEO IN THIS SET ff
00C.J4ENTS 15 PPCPR ETAAY BY NATURE
ANY LSE OR OTTER THAN THAT
WFC?1 FE ATES TO TFE CL ENT N.A V EO IS
STRICTLY PROHERTE0.
SITE
RIVERTON NORTH
SG19
3516 S 146TH ST
TUKWILA WA 98168
FA*:10092691
SFEET TITLE
SITE PLAN
Eat-EET NJN1ER
C-1
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROX,MATE
ONLY AND M„S- 3E VER'FIED
0PARTIAL ROOF PLAN
1/8'-"-C 1/16'_1 0"
i:.s•
0
i
• - EXISTING OTHER
CARRIER ANTENNAS
ILL1:L11'
ZEXISTING
ASPHALT
PARKI\G,7
EXISTING R00= TOP
ACCESS HATCH
EXISTING AT&T INSTALLATION.
REFER TO RF-1 AND RF-2 FOR
EXISTING AND PROPOSED
ANTENNA LAYOUTS
1..0
EXISTING AT&T INSTALLATION.
REFER TO RF-1 AND RF-2 FOR
EXISTING AND PROPOSED
ANTENNA LAYOUTS
(.1 1 I
` re
Li-
•
1 _I
'1-
•
1'
•
..
EX.STI\G AT&T INSTALLATION.
REFER TO R=-1 AND RE-2 FOR
EXISTING AND PROPOSED
ANTENNA LAYOUTS
I1_r
1
ei
et
-1_ -i
APPROX. LOCATION OF S : 1
EXISTING AT&T EQUIPMENT .1
ROOM AT PARKADE LEVEL T l
iL=i
ppi4i.
t— s t:
n
EXISTING OTHER
CARRIER ANTENNA
EXISTING AT&T
CABLE ENTRY PORTS
T
L^I
EXISTING
BUILDING
ROOFTO
L is fir _.
EXISTING AT&T ROOFTOP
WALKING PADS (TYP)
-- EXISTING PARAPET (TYP)
• EXISTING AT&T ROOFTOP
CABLE TRAYS (NP)
FX.ST'NG AT&T ROOFTOP -
FIBER CONDUIT
EXISTING AT&T INSTALLATION.
REFER TO RF-1 AND RF-2 FOR
EXISTING AND PROPOSED
ANTENNA LAYOUTS
I
4. t
fit NL,'r ujll�L71r Ill L11L s
I I
G
NOTES:
t. INFORMATION OBTAINED FROM DRAWINGS PREPARED FOR
GPO DATED 02/09/201B.
2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO CONSTRUCTON. REPORT ANY
D%SCREPANCIES TO T-IE ENGINEER.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECT ON
OF ROOF MEMBRANE DUR NG CONSTRUCTION. REPAIR
ANY DAMAGE TO PRE -CONSTRUCTION COND.TIONS.
VERIFICA'ION THAT THE EXISTING ANTENNA MOUNTS
AND ROOF STRUCTURE ARE CAPABLE OF
SUPPORTING THE PROPOSED ANTENNA LOADING S
THE RESPONS''B'LITY OF OTHERS
STRUCTURAL ANALYSIS AND DESIGN TO BE
COMPLETED PRIOR TO FINAL CONSTRUCTION DESIGN
COMPLETION
RECEIVED
DEC 13 2018
Community
Development
at&t
AT&I MOBILITY
RIC GUIDING 3
18771 NE 72'-a WAY
REDMOND. WA 98052
•:•M asTec
Network Solutions
22263 68th AVE S
KFNT. WA 98032
COREONE
CONSULTING USA
506 SLCOND AVENUE. SUITE 1512
SEAITLL. WA 98104
PROJECT NO: T B1O4 T
DRAWN BY:
W.T.
CHECKED BY L.C.
CAD FILE:
C-2
SUBMITTALS
OrC 05/18
FINAL CO',
JUL 24/18
REVISED PER COMMENTS
A
MAR 12/18
ISSUE() FOR REVIEW
Tl-E INFORMATION CONTAINED IN TH5 SET OF
CC/COI/CENTS 15 E rAIRY 13Y NAIL RE
ANY LOC OR OISC LOSLFE 011-ER THAN THAT
VJFGI RELATES TO THE CLIENT NAMED 5
STRICTLY PRCHEIFTEO.
SITE
RIVERTON NORTH
SG19
3516 S 1 46TH ST
TUKWILA WA 981 69
FA *. 10092691
BEET TITTLE
PARTIAL ROOF PLAN
SHEET NUMBER
C-2
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERIFIED
EXISTING SLIDING
ACCESS GATES, TYP.
EXISTING AT&T
WOOD FRAME
ENCLOSURE (LTE)
EXISTING AT&T
GPS ANTENNA
EXISTING,
ASPHALT
PARKING
_ _ • 1
EXISTING
EXISTING
1 AT&T BBU AT&T POWER. EXISTING
• .EXISTING y. • WITH (20) CABINET I AT&T
AT&T MARATHON WITH (8) ' TE43
• PURCELL BATTERIES MARATHON CABINET
'.CABINET.' - 7.. TLBATJERIES f,T
EXISTING AT&T
WOOD FRAME
ENCLOSURE (EMPTY)
EXISTING AT&T VERTICAL
CABLE TRAY ROUTED UP
EXTERIOR BUILDING WALL
EXISTING AT&T (3) 1900 MHZ
RRH AND (3) 850 MHZ RRH
EXISTING AT&T
WOOD FRAME
ENCLOSURE (GSM)
EXISTING BOLLARD, TYP.
EXISTING AT&T
WOOD FRAME
ENCLOSURE (UMTS)
EXISTING AT&T
GENERATOR PLUG
EXISTING AT&T
TELCO PANEL
EXISTING AT&T
CABLE TRAY , I ��-;I \\ METER EXISTING AT&T
0 \ \ \ ! //
EXISTING
BUILDING
EXISTING
1 AT&T UMTS
I CABINET
EXISTING AT&T
POWER PANEL
\\\
EXISTING AT&T
GPS ANTENNA
EXISTING AT&T DIPLEXERS
EXISTING AT&T VERTICAL
CABLE TRAY ROUTED UP
EXTERIOR BUILDING WALL
NOTES:
1. INFORMATION OBTAINED FROM DRAWINGS PREPARED FOR
CPD DATED 02/09/2018.
2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
RECEIVED
OE 1.3 2018
Community
Development
at&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
•::M asTec
Network Solutions
22263 68th AVE S
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE. SUITE 1512
SEATTLE, WA 98104
PRO -SECT NO, 1 BUD4 1
DRAWN BY:
W.T.
CHECKED BY: LC.
CAD FILE:
C-3
SUBMITTALS
DEC 05/18
FINAL CO's
JUL 24/18
REVISED PER COMMENTS
A
MAR 12/18
ISSUED FOR REVIEW
TE .FORMATION CCJTAHNEO PR THIS SET OF
00CHJ.ENT9 IS PRCARETARY EN NATURE
ANY USE OR CeSCLOSLORE OTHER THAN THAT
VJHGCH RELATES TO THE CLIENT NAMED 19
STRICTLY F'i= lSITE0.
RIVERTON NORTH
SG19
3516 S 146TH ST
TUKWILA WA 98168
FA*. 1 0092691
9-WET TITLE
EXISTING EQUIPMENT
LAYOUT
0 EXISTING EQUIPMENT LAYOUT
3/8.•=1'-0- 3/16-=1.-0'
0 1' 2' 4'
SHEET NUMBER
C-3
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERIFIED
EXISTING
ASPHALT
PARKING
INSTALL:
• FSM4 IN EXISTING ETTCS CABINET
• RAYCAP IN EXISTING ETTCS CABINET
EXISTING AT&T
WOOD FRAME
ENCLOSURE (EMPTY)
EXISTING AT&T VERTICAL
CABLE TRAY ROUTED UP
EXTERIOR BUILDING WALL
EXISTING AT&T (3) 1900 MHZ
RRH AND (3) 850 MHZ RRH
EXISTING AT&T
WOOD FRAME
ENCLOSURE (GSM)�
EXIST:NG BOLLARD. TY?.
EXISTING AT&T
W000 FRAME
ENCLOSURE (UMTS)
EXISTING AT&T
GENERATOR PLUG
EXISTING AT&T
TELCO PANEL
EXISTING AT&T
EXISTING SLIDING CABLE TRAY
ACCESS GATES, TYP.
EXISTING AT&T
WOOD FRAME
ENCLOSURE (LTE)
EXISTING AT&T
CPS ANTENNA
[ IST(NGT.• •
AT&T
1 PURCELL
CABINET •
• EXISTING
EXISTING
AT&T BBU
AT&T POWER
EXISTING
WITH (20)
CABINET
AT&T
MARAI HON
WITH (8)
E43
BATTERIES
MARATHON
BATTERIES
CABINET
O
EXISTING AT&T
GPS ANTENNA
EXISTING
BUILDING
1 EXISTING
AT&T UMIS
CABINET
0 EXISTING EQUIPMENT LAYOUT
3/ 16.._ 1 . 0..
0 sl
D 1' 2' 4'
EXISTING AT&T
POWER PANEL
EXISTING AT&T
METER
EXISTING AT&T DIPLEXFRS
FXISIING AT&T VCRIICAL
CABLE TRAY ROUTED UP
EXTERIOR BUILDING WALL
NOTES:
1. INFORMATION OBTAINED FROM DRAWINGS PREPARED FOR
GPD DATED 02/09/2018.
2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO CONS I RUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
SCOPE OF WORK
• INSTALL FS V4 .N EXISTING ETTCS
CABINET
• INSTALL RAYCAP ;N EXIST'NG ETTCS
CABINET
RECEIVED
DEC .1. 3 2018
Community
Development
at&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND. WA 98052
•:•M asTec
Network Solutions
22263 68tn AVE S
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE. SUITE 1512
SEATTLE, WA 98104
PROJECT NO: 1 BLXJ41
IDRAWN BY.
W.T.
ICHECKED BY: L.C.
CAO FILE:
C-4
SUBMITTALS
DEC 05/18
FINAL CD's
J,I- 2•/,8
REVISED PER COMMENTS
A
MAR 12/18
ISS.,ED FOR REVIEW
THE INFOMATION CONTATEO IN THS SET OE
OOCu. ENTS I9 PROPRETARY BY NATLFE.
ANY USE OR OISCLCSu E OTTER THAN THAT
WHICH RELATES TO THE CLIENT NAMED 19
STR'CTLY PRE -KITED
SITE
RIVERTON NORTH
SG19
3516 S 146TH ST
TUKWILA WA 98168
FA #: 10092891
SHEET TRLE
PROPOSED
EQUIPMENT LAYOUT
SHEET NLMEER
C-4
EXISTING AT&T ANTENNA INSTALLATION.
REFER TO RF-1 AND RF-2 FOR EXISTING
AND PROPOSED ANTENNA LAYOUT
TOP OF EXISTING AT&T FRP SHROUD
T A.C.L. \
TOP
OF OF EXISTING AT&T (2) FRP SHROUDS
TOA.C.L.
TOPP O OF EXISTING AT&T (2) FRP SHROUDS 1 4999
46'-10" A.C.L.
f4AD CENTER OF EXISTING AT&T ANTENNAS $1 P! •
{RV
A .....1 ilia
45.-0" A.G.L. kite, •
TOP OF EXISTING PARAPET
40.—ID" A.G.L.
GRADE 9 SW CORNER OF BUILDING
0'-0" A.C.L.
TOP OF EXISTING AT&T FRP SHROUD
51'—ID" AGL.
TOP OF EXISTING
50.-9" A.O.L.
TOP OF FXISTING AT&T (21 FRP SHROUDS
48'-10" A.C.L.
AT&T (2) FRP SHROUDS
EXISTING BJLD:NG
0 EXISTING NORTH BUILDING ELEVATION
1/32"=1-0"
22.3,
0 8' 16' 32'
PROPOSED AT&T ANTENNA INSTALLATION.
REFER TO RF-1 AND RF-2 FOR EXISTING
AND PROPOSED ANTENNA LAYOUT
RAD CENTER OF EXISTING & PROPOSED AT&T ANTENNAS
t45'-0" A.C.L.
TOP OF EXISTING PARAPET
40'-10" ACL.
GRADE ® SW CORNER OF BUILDING
0'-0" A.O.L.
EXISTING BULDING
ln
�
110
1-11
02 PROPOSED NORTH BUILDING ELEVATION
.-0"
0 8' 16' 32'
'✓
NOTES:
1. ELEVATION IS DIAGRAMMATIC ONLY.
2. PAINT ALL ANTENNAS, CABLE TRAY AND VISIBLE
ANTENNA CABLES TO MATCH EXISTING BUILDING.
RECEIVED
DEC 1.3 2018
Community
Development
mat&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
•:•M asTec
Network Solutions
22263 68th AVE S
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE, SUITE 1512
SEATTLE, WA 98104
PROJECT NO: 1 BUO4 T
DRAWN BY:
W.T.
CHECKED BY: LC,
CAD FILE:
C-5
SUBMITTALS
DEC 05/18
FINAL CD',
a
JJL 2A/18
REVISED RER COMMENTS
A
MAR 12/18
155UE0 FOR REV_TW
TI-E IMFCIIVJLATIp2 CONTAINED IN n-os SET CF
OCCLAVENTS IS PROPRIETARY BY NAT FE.
ANY LSE OR DISCLOSLF€ OTTER THAN THAT
WMCH RELATES TO THE CLIENT NAMED IS
STRICTLY PRO-4BITEO
SITE
RIVERTON NORTH
SG19
3516 S 146TH ST
TUKWILA WA 9816E
FA #: 10092691
SI-EET TITLE
EXISTING AND
PROPOSED NORTH
BUILDING ELEVATIONS
SHEET 4 NEER
C-5
EXISTING AT&T 5.0
FRP CANISTER
EXISTING AT&T
CPS ANTENNA
EXISTING AT&T ANTENNA
INSTALLATION. REFER TO RE-1
AND RF-2 FOR EXISTING AND
PROPOSED ANTENNA LAYOUT
1-
1
:L.
rJ4C ., u a
I r-I" L I
EXISTING AT&T
GPS ANTENNA
EXISTING AT&T 5.0
FRP CANISTER
I I I
i<E.t,_14Jrr0“:(.1
nip., 111.'n4t
III -r-.1 1
Ad0,114
t J
ry
TOP OF EXiSTING AT&T PANEL ANTENNAS
& TOP QF EXISTING AT&T FRP ^ANISTER
±60'-0" A.C.L.
RAO CENTER OF EXISTING A-&T PANEL ANTENNAS
57'-0" A.G.L.
RAD CENTER OF EX•S'ING AT&' PANEL ANTENNAS
±49'-8" A.G.L.
TOP OF EX SPNG BUILDING ROOFTOP
i45'-0 A.G.L.
— EXISTING BUILDING
- all---------� r
0 EXISTING EAST BUILDING ELEVATION
3/32"=1'-0" 3/64"=1'-0"
22.3.
0 3' 6' 12'
EXISTING AT&T ANTENNA
INSTALLATION. REFER TO RF-1
AND RF-2 FOR EXISTING AND
PROPOSED ANTENNA LAYOUT
tAiffiiIa.I.1f `+r ,I'11fL`^iln: 1I' 1Tl i'a1'l.,
iiL l 1!LL J-.. LI1��I.`1.4 IU L11 LL11
14110110T.
411 .1. L! lL.. Jl -I - 1 I 1J1!TI
1, 111 1T IT II
t.J1I
i T 11 Lr
•-II I I —
ASSUMED GRADE
0'-0" AGL (145'3 AMSL)
TOP OF PROPOSED AT&T PANEL ANTENNAS
& TOP OF EXISTING AT&T FRP CANISTER
160'-0" A.G.L.
RAD CENTER OF PROPOSED AT&T PANEL ANTENNAS
A.C.L.
RAD CENTER OF EXISTING AT&T PANEL ANTENNAS
349•-8" A.G.L.
>'If1�1.L,L .1I
''.Lj'TT'illl
1!!
I EX STING BULDING
l!
•
1
_I.I.�.I
— —•--.1 I —I
—Ii
CDPROPOSED EAST BUILDING ELEVATION
3/32"-1' 0"
''3'
0 3' 6' 12'
TOP OF EXISTING BUILDING ROOFTOP
±45'-0" A.G.L.
NOTES:
1. ELEVATION IS DIAGRAMMATIC ONLY.
2. PAINT ALL ANTENNAS. CABLE TRAY AND VISIBLE
ANTENNA CABLES TO MATCH EXISTING BUILDING.
RECEIVED
OE 13 2010
Community
Development
tOat&t
Al&T MOUILI TY
RIC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
asTec
Network Solutions
22263 681h AVE S
KENT. WA 98032
o;
COREONE
CONSULTING USA
506 SECOND AVENUE. SUITE 1512
SEAT TEE. WA 98104
PROJECT N. 1 8L104 1
DRAWN BY:
W.T.
CI-ECKE0 BY: L C.
CAD FILE:
C-B
SUBMITTALS
DEC 05/18
FINAL CD's
8
JUL 2./18
REV5ED PER COMMENTS
A
MAR 12/ID
ISSUE() FOR REVIEW
TTE INFORMATION CO./TAPED IN THIS SET EF
OdlMENTS IS PROPRIETAFIY HY NATJE.
ANY USE CA OISCJ_OSLJRE CM -ER THAN THAT
NI -UCH RELATES TO TFE CLIENT NANEO IS
STACTLV PRO-ISITED
SITE
RIVERTON NORTH
SG19
3516 S 1 46TH ST
TUKWILA WA 9B168
FA #: 10092691
STEET TITLE
EXISTING AND
PROPOSED EAST
BUILDING ELEVATIONS
SI-EET N—NEIER
C-6
01
TYP. TOP
AND BOTTOM
01 ISOMETRIC MOUNT MODIFICATION VIEW
1/64"-1'-0"
0 16' 32' 64'
TYP.
IF NECESSARY. FIELD CUT END
OF NEW DIAGONAL ANGLES.
INSTALL EPDXY WITH
ALL BOLTS, TYP.
1/2" FRP
PANEL, TYP.
TYP.
DETAIL
v
N.T.S.
INSTALL FRP 4" TUBE
x 33' LONG, TYP.
DETAIL
N.T.S.
INSTALL FRP 6" x 6"
x 3/8' CLIP ANGLE
x 4" LONG, TYP.
INSTALL 1/2" DIA.
FRP BOLT. TYP.
INSTALL FRP 4'
TUBE x 117" LONG
INSTALL FRP 4" x 4"
3/8" ANGLE TYP.
INSTALL FRP 4"
TUBE x 117" LONG
INSTALL FRP 6" x 6"
x 1/2' CLIP ANGLE
x 4' LONG, TYP.
INSTALL FRP 6" x 6"
x 3/8" CLIP ANGLE
x 4" LONG, TYP.
INSTALL 1/2" DIA.
FRP BOLT, TYP.
NOTES:
I. REFER TO GN-1 AND GN-2 FOR SPECIFICATIONS.
RECEIVED
OEC 1.3 2018
Community
Development
(*at&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND. WA 98052
•:•M asTec
Network Solutions
22263 68th AVE S
KENT. WA 98032
o,
COREONE
CONSULTING USA
506 SECOND AVENUE, SUITE 1512
SEATTLE, WA 98104
PROJECT N6 1 BuO41
DRAWN BY:
NR.
CHECKED BY: L.C.
CAD FILE
S-1
SUBMITTALS
0
DEC 05/18
FINAL CO's
JUL 24/18
REVISED PER COMMENTS
THE INFOFMATICN CONTAINED IN T1-15 SET C)F
CCC1UNENTS IS PROPRIETARY SY NATURE
ANY USE OR DISCLOSURE OTt-ER THAN THAT
W1401 RELATES TO THE CLIENT NAMED IS
STRICTLY PROF,SITED
SITE
RIVERTON NORTH
SG19
3518 S 1 46TH ST
TUKWILA WA 98168
FA #: 10092691
SHEET TTTLE
CONTRUCTION
DETAILS I
SHEET NLNBER
S-1
INSTALL FRP 6" x 6"
x 3/8" CLIP ANGLE
x 4" LONG. TYP.
v
INSTALL FRP 4"
TUBE x 33"
LONG. TYP.
INSTALL FRP 4"
TUBE x 117" LONG
INSTALL 1/2" DIA.
FRP BOLT, TYP.
INSTALL FRP 4" TUBE
x 33" LONG, TYP.
INSTALL FRP 6' x 6"
x 3/8" CLIP ANGLE
x 4" LONG. TYP.
INSTALL 1/2 DIA.
FRP BOLT, TYP.
INSTALL FRP 4" TUBE
x 33" LONG, TYP. INSTALL FRP 4"
TUBE x 117" LONG
PLAN VIEW
DETAIL
N.T.S.
2.
INSTALL 1/2" DIA.• 11
FRP BOLT, TYP. 1
INSTALL FRP 6" x 6" x 3/8"CLIP ANGLE x 4" LONG. TYP. • 1 j
v
PLAN VIEW
DETAIL
N.T.S.
INSTALL L 3" x 3" x
3/8" x 41" LONG, TYP.
DETAIL
N.T.S.
INSTALL FRP 4" x 4"
x 3/8" ANGLE TYP.
INSTALL FRP 6" x 6"
x 1/2" CLIP ANGLE x
4" LONG, TYP.
INSTALL FRP 4" TUBE
x 33" LONG. TYP.
2 1/2"
INSTALL FRP 6" x 6"
x 3/8" CLIP ANGLE
x 4" LONG TYP.
1'-8 1/2"
DETAIL
N
T.S
INSTALL 1/2" DIA.
FRP BOLT, TYP.
NOTES:
1. REFER TO GN-1 AND GN-2 FOR SPECIFICATIONS.
2 1/2" 2" INSTALL FRP 4" TUBE
x 33" LONG, TYP.
1"
INSTALL FRP 6" x 6" x 3/8"
CLIP ANGLE x 4" LONG, TYP.
INSTALL FRP 4"
TUBE x 117" LONG
INSTALL FRP 6" x 6" x 3/8"
CLIP ANGLE x 4" LONG. TYP.
INSTALL FRP 4" TUBE
x 33" LONG. TYP.
DETAIL
N.T.S.
INSTALL FRP 4" x 4"�'
x 3/8" ANGLE TYP.
INSTALL FRP 4"
TUBE x 117" LONG
INSTALL FRP 4" TUBE
x 33" LONG. TYP.
-
1/2"
INSTALL FRP 4"
TUBE x 117" LONG
INSTALL FRP 6' x 6" x 3/8"
CLIP ANGLE x 4" LONG, TYP.
2 1/2"
v
DETAIL
N.T.S
INSTALL 1/2"
DIA. BOLT, TYP.
INSTALL FRP 4" TUBE 1 1/2"
x 33" LONG, TYP.
INSTALL 1/2"
DIA. BOLT. TYP.
EXISTING 4" DIA. PIPE EXISTING 4" CIA. PIPE
INSTALL L 3" x 3 x
3/8" x 41" LONG, TYP.
RECEIVED
DEC 13 2018
Community
Development
(*iat8tt
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND. WA 98052
•:•M asTec
Network Solutions
22263 68th AVE 5
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE. SUITE 1512
SEATTLE, WA 98104
PROJECT ND 181.JO41
DRAWN BY:
NR.
CHECKED BY. LC.
CAD FILE:
S-2
SUBMITTALS
0
DEC 05/18
FINK. CD's
8
JUL 2s/18
REVISED PER COMMENTS
TFE IP60FMATIQV COVTAINEO IN THEI SET OF
OOCLIJENT9 IS PROPRE TARY BY N4A1tFE.
ANY LF._E OR OISCLOSL,E OTYEFI THAN T-AT
WHICH RELATES TO TFE CLIENT NAMED IS
STFOCTLY FPOFOBREO
SITE
RIVERTON NORTH
SG19
3516 S 146TH ST
TUKWILA WA 98168
FA#:10092691
S-EE T TITLE
CONTRUCTION
DETAILS II
DETAIL
N.T.S.
- DETAIL
N.T.S.
asF'T N NIBER
9-2
MOUNTING BRACKETS
2-1/2.'0 SCH. 40 GALV. PIPE
MOUNT
SITE PRO DOUBLE ANTENNA
CLAMP ASSEMBLY (PART #DAC)
OR APPROVED EOUIPMENT
EXISTING ANTENNA
PIPE MOUNT
0 DOUBLE ANTENNA CLAMP ASSEMBLY DETAIL
N.T.S.
NOTES:
1. REFER TO CN-1 AND CN-2 FOR SPECIFICATIONS.
RECEIVED
OE 1.3 2018
Community
Development
Pi atat
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND. WA 98052
•:•M asTec
Network Solutions
22263 68th AVE 5
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE, SUITE 1512
SEATTLE, WA 98104
PROJECT NO. 1 BL1041
DRAWN BY:
W.T.
CHECKED BY: L.C.
CAD FILE:
S-3
SUBMITTALS
DEC 05/18
FINAL CD's
JUL 24/18
REVISED PER COMMENTS
A
MAR 12/18
ISSUED FOR REVIEW
TFE INF6iNLaTON CONTNNEO IN THIS 9ET CIF
CCCL.N.ENT915 PRCRR'ETARY HY NATURE.
ANY USE OR OISLOSLFE O4-ER THAN THAT
WHICH RELATES TO TFE CLIENT NNNE015
`SIT OILY PRONE TE0.
SITE
RIVERTON NORTH
SG1 9
3516 S 146TH ST
TUKWILA WA 98168
FA +r: 10092691
SHEET TTTLE
CONSTRUCTION
DETAILS III
SHEET NL/. ®ER
S-3
EXISTING ANTENNA CONFIGURATION AND SCF .. _E
SECTOR A
AZIMUTH
RADCENTER
NUV.BFR OF
AN:ENNAS
VENDOR
MODEL
MECH.
TILT
TMA
RRH
COUNT
RRH MODEL N0.
NUMBER OF
FEEDERS
FEEDER
TYPE
FEEDER
LENGTH
CIPLEXEO
LTE 1900
80'
45'-0"
1
KATHREIN
742-254
2
(1) E15Z01P39
2
625 RRH4z30-4R
0
1-5/8"
128'-0"±
NO
LTE 850
RRH2z60-850
1-5/8"
128'-0"±
UMTS 1900
80'
45'-0"
1
KATHREIN
80010764
2'
(2) LGP 21401
1
_
2
FIBER
128.-0"f
YES
UMTS 850/LTE 700
RR112z40W-07L
SECTOR B
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
MECH.
TILT
TMA
RRH
COUNT
RRH MODEL NO.
NUMBER OF
FFFDT RS
FEEDER
TYPE
FEEDER
LENGTH
DIPLEXED
LTE 1900
240'
45'-0"
1
KATHREIN
742-264
0'
(1) E15Z01P39
2
825 RRH4z30-4R
4
1-5/8"
143'-0"±
N0
L'E 850
RRH2z60-850
1-5/8"
143'-0"3
UMTS 1900
2M10
45'-0"
1
KATHREIN
800'0764
0'
(2) LGP 21401
1
2
_
1FIBER
_
YES
UMTS 850/LTE 700
RRr12z40W-07L
148•_p"f
SECTOR C
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
MECH.
TILT
TMA
RRH
COUNT
RRII MODEL NO.
NUMBER OF
FEEDERS
FEEDER
TYPE
FEEDER
LENGTH
DIPLCXED
LTE 1900
330'
45'-0"
1
KATHREIN
742-264
2'
(1) E15Z01 P39
2
B25 RRH4z30-4R
4
1-5/8"
184-0'•1
NO
LTE 850
RRH2z60-850
1-5/8"
184-0-t
UMTS 1900
330'
45'-0"
1
KATHREIN
80010764
2'
(2) LGP 21401
t
2
1-5/8"
184-0"t
YES
UMTS 850/LTE 700
RRH2z40W-07L
FIBER
184-0".E
EXISTING ANTENNA CONFIGURATION AND SCHEDULE DATA WAS OBTAINED FROM
AT&T RF DATA SHEET (DATED 05/02/2018) REDS VERSION 4.0
TRUE NORTH ARROW SHOWN ON
THIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERIFIED
EXISTING AT&T
ROOFTOP CABLE TRAY
LEXISTING
BUILDING
ROOFTOP/
/EXISTING BU•_DING
ROOFTOP 7
EXISTING AT& ROOFTO?
CABLE -RAY (Pr')
1
1 EXISTING
ROOFTOP 7
WALKING PADS/
EXISTING AT&T FRP
ANTENNA SHROUD
EX•STING PARAPET
EXISTING PARAPET
EXIST'NG AT&T FRP
ANTENNA SHROUD
1
EXISTING (2) AT&T
TMA S TO 3E REMOVED
EXISTING AT&T 700
MHZ RRH UNIT
EXISTING AT&T DC2
DISTRIBUTION UNIT
EXISTING
1 /2,' - 1'-0"
2'
8
19•u
AZIMUTH 80
EXISTING AT&T
TIGER SPOOL BOX
1
ANTENNA CONFIGURATION (SECTOR A)
_1—L_J--L_I I Li_
rII Ti I I TF
7 -I-- rrl
I! :I i l'
r • 1
EXISTING PARAPET -
EXISTING AT&T DC2
SURGE SUPPRESSOR
EXISTING AT&T 700
MHZ RRH UNIT
EXISTING AT&T
ROOFTOP CABLE 'RAY
EXISTING AT&T FRP
ANTENNA SHROUD
EXISTING PARAPET
to
2A,
EXISTING AT&T DC2
p SURGE SUPPRESSOR
/EXISTING BUILDING
ROOFTOP
j'-'11
� i:1.!
9
�_ti _ I •
I I i I I 11 1 1 1 I. I I I I I
EXISTING AT&T 700
MHZ RRH UNIT
EXISTING AT&T FRP
ANTENNA SHROUD
NOTES:
1. INFORMATION OBTAINED FROM DRAWINGS PREPARED FOR
GPD DATED 02/09/2018.
2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER.
EXISTING ROOF TOP
ACCESS HATCH
/EXISTING ROOFTCR
WAL KING PADS %
2 EXISTING ANTENNA CONFIGURATION (SECTOR B & C)
- i/2"=1'-0"
0 2.
EXISTING AT&T ROOFTOP
FIBER CONDUIT
EXISTING AT&T
ROOFTOP CABLE TRAY
EXISTING AT&T FRP
ANTENNA SHROUD
at&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND. WA 98052
•::M asTec
Network Solutions
22263 68th AVE S
KENT. WA 98032
COREONE
CONSULTING USA
505 SECOND AVENUE. SUITE 1512
SEATTLE, WA 98104
FACT ND: 1 BUD41
DRAWN BY:
W.T.
CF£CKED BY. L.C.
CAD FILE:
RF-1
SUBMITTALS
OEC l_ 3 2010
Community
Ike elopment
-C C5/18 FINAL CD's
8
A
JUL 2A/18 REVISED IFR CO4VCNTS
VAR 11/:13 ISSUED FOR REVIEW
TFE INFORMATION CONTAINED IN T-le fT OF
OOCUI ENTS IS PR=PRETAFN BY NATUFa
ANY LSE CR DISCLOSURE OTHER THAN THAT
WHICH RELATES TO THE CLEW NAKED S
STRICTLY RROHeITEO.
SITE
RIVERTON NORTH
SG19
3516 S 1 46TH ST
TUKWILA WA 96168
FA #: 10092691
SFEET TITLE
EXISTING ANTENNA
CONFIGURATIONS
SIEET NLNBER
RF-1
'ROPOSED ANTENNA CONFIGURATION AND SC 1LE
SECTOR A
AZ'MU1Il
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
MECH.
TILT
1MA
RRH
COUNT
RRH MODEL NO.
NUMBER 01
FLEDEl7S
FEEDER
TYPE
FEEDER
LENGTH
DIPLEXED
LTE 1900
80'
45'-0"
1
KATHREIN
80010798
2'
NONE
4
825 RRH4x30-4R
2
FIBER
128'-0"±
NO
LTE 850
RRH2x60-850
1-5/8"
128'-0-±
LTE 700
RRH 4T4R B12/14
FIBER
0'-0"±
_TE WCS
RRHax25-WCS-4R
FIBER
128'-0'3
LTE AWS
80'
45'-0"
1
KATHREIN
80010798
2'
NONE
RRH4x45
2
FIBER
128'-0"±
NO
UMTS 850
-
1-5/8"
128'-0-±
LTE 700
-
FIBER
0'-0"3
SECTOR B
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
MECH.
TILT
TMA
RRH
COUNT
RRH MODEL NO.
NUMBER OF
FEEDERS
FEEDER
TYPE
FEEDER
LENGTH
DIPLEXED
LTE 1900
240'
45.-0"
1
KATHREIN
80010798
0'
NONE
4
B25 RRH4x30-4R
2
FIBER
143-0"±
NO
LTE 850
RRH2x60-850
1-5/8"
143'-0-±
LTE 700
RRH 4T4R 812/14
FIBER
0'-0"±
LTE WCS
RRH4x25-WCS-4R
FIBER
143'-0-±
LTE AWS
240'
45.-0"
1
KATHREIN
80010798
0'
NONE
2
RRH4x45
2
FIBER
143'-0-±
NO
UMTS 850
-
1-5/8"
143'-0"3
LTE 700
RRH 4T4R B12/14
FIBER
0'-0-±
SECTOR C
AZIMUTH
RADCENTER
NUMBER OF
ANTENNAS
VENDOR
MODEL
MECH.
TILT
TMA
RRH
COUNT
RRH MODEL NO.
NUMBER OF
FEEDERS
FEEDER
TYPE
FEEDER
LENGTH
DIPLEXED
LTE 1900
330'
45.-0"
1
KATHREIN
80010798
2'
NONE
4
825 RRH4x30-4R
0
FIBER
184'-0"3
NO
_TE 850
RRH2x60-850
I-5/8"
184'-0 x
LTE 700
RRH 4T4R 812/14
FIBER
0'-0'±
LTE WCS
RRH4x25-WCS-4R
FIBER
184'-0'3
LTE AWS
330'
45'-0'
1
KATHREIN
80010798
2'
NONE
2
RRH4x45
2
FIBER
184'-0"3
NO
UMTS 850
-
1-5/8"
184'-0"±
LTE 700
RRH 4T4R 612/14
FIBER
0'-0"3
PROPOSED ANTENNA CONFIGURATION AND SCHEDULE DATA WAS OBTAINED FROM
AT&T RF DATA SHEET (DATED 05/02/2018) RFDS VERSION 4.0
H 80'
TRUE NORTH ARROW S40WN ON
T-IIS DRAWING IS APPROXIMATE
ONLY AND MUST BE VERFIED EXISTING AT&T FRP ANTENNA SHROUD
REPOSITION TO FIT NEW ANTENNA
REMOVE EXISTING PANEL ANTENNA (LTE
1900/LTE 850) AND REPLACE WITH PANEL
ANTENNA (LTE 1900/LTE 850/LTE 700/LTE
WCS). REFER TO RF-3 FOR DETAILS
PROPOSED AT&T WCS RRH.
REFER TO RF-3 FOR DETAILS
REMOVE EXISTING PANEL ANTENNA
(UMTS 1900/UMTS 850/LTE 700)
AND REPLACE WITH PANEL ANTENNA
(LTE AWS/UMTS 850/LTE 700).
REFER TO RF-3 FOR DETAILS
PROPOSED AT&T AWS MHZ RRH.
REFER TO RF-3 FOR DETAILS
REMOVE EXISTNG AT&T 700
MHZ RRH AND REPLACE WITH
DUAL PORT 700 MHZ RRH.
REFER TO RF-3 FOR DETAILS
7
1 PROPOSED ANTENNA CONFIGURATION (SECTOR A)
- 1/4.._1._0"
r..1. i1,17
0 1' 2' 4'
II II I II II
mil 1 11 IF 1 (11lI
7�
REMOVE EXISTING AT&T 700
MHZ RRH AND REPLACE WITH
DUAL PORT 700 MHZ RRH.
REFER TO RF-3 FOR DETAILS
PROPOSED AT&T AWS MHZ RRH.
REFER TO RF-3 FOR DETAILS
Gf
REMOVE EXISTING PANEL ANTENNA (LTE
1900/LTE 850) AND REPLACE WITH PANEL
ANTENNA (LTE 1900/LTE 850/LTE 700/LTE
WCS). REFER TO RF-3 FOR DETAILS
EXISTING AT&T FRP ANTENNA SHROUD
REPOSITION TO FIT NEW ANTENNA
PROPOSED AT&T WCS RRH.
REFER TO RF-3 FOR DETAILS
PROPOSED AT&T DUAL PORT 700 MHZ
RRH. REFER TO RF-3 FOR DETAILS
rn r
Li L` II MI li
NOTES:
1. INFORMATION OBTAINED FROM DRAWINGS PREPARED FOR
GPD DA;ED 02/09/2018.
2. CONTRACTOR TO SITE VERIFY ALL DIMENSIONS AND
CONDITIONS PRICK TO CONSTRUCTION. .REPORT AM'
DSCREPA\CIES TO TI-E ENGINEER.
REMOVE EXISTING AT&T 700
MHZ RRH AND REPLACE WITH
DUAL PORT 700 MHZ RRH.
REFER TO RF _3 FOR DETAILS
PROPOSED AT&T AWS MHZ RRH.
REFER TO RF-3 FOR DETAILS
PROPOSED 3'-5"x3'-5'
FIBERGLASS SHROUD, REFER
TO S-1 FOR DETAILS
PROPOSED AT&T ANTENNA
MOUNT EXTENSION. REFER
TO S-3 FOR DETAILS
SCOPE OF WORK
• REMOVE (3) EXISTING PANEL ANTENNAS
(UMTS 1900 / UMTS 850 / LTE 700). TYP.
OF 1 PER SECTOR
• REMOVE (3) EXISTING PANEL ANTENNAS (LTE
1900 / LTE 850). TYP. OF 1 PER SECTOR
• REMOVE (3) 700 MHz RRH'S. TYP. OF 1
PER SECTOR
INSTALL (3) PANEL ANTENNAS (LTE AWS /
UMTS 850 / LTE 700). TYP. OF 1 PER
SECTOR
• INSTAL, (3) PANEL ANTENNAS (LTE 1900 /
LTE 850 / LTE 700 / LTE WCS)
• INSTALL (5) DUAL PORT 700 MHz RRH'S,
• NSTALL (3) AWS MHz RRH'S. -"P. OF 1
DER SECTOR
• INSTAL_ (3) WCS MHz RRH'S TYP. OF 1 'ER
. SECTOR
REMOVE EXISTING PANEL ANTENNA (UMTS
1900/UMTS 850/LTE 700) AND REPLACE
WITH PANEL ANTENNA (LTE AWS/UMTS
850/LTE 700). REFER TO RF-3 FOR DETAILS
0-2 PROPOSED ANTENNA CONFIGURATION
1/2"=1.-0"
2..J,
0 I 2 a
REMOVE EXISTING PANEL ANTENNA (LTE
1900/LTE 850) AND REPLACE WITH PANEL
ANTENNA (LTE 1900/LTE 850/LTE 700/LTE
WCS). REFER TO RF-3 FOR DETAILS
EXISTING AT&T FRP ANTENNA SHROUD
REPOSITION TO FIT NEW ANTENNA
(SECTOR B & C)
RECEIVED
ED
DEC 13.2018
Co muritY
at&t
AT&T MOB LIIY
RTC BUILDING 3
18221 NE 72n2 WAY
RLDMOND. WA 98052
•:•M asTec
Network Solutions
22263 681h AVE S
KENT, WA 98032
COREONE
CONSULTING USA
505 SECOND AVENUE. SUITE 1512
SEATTLE, WA 98104
PRrL IFCT NC2 1 BUD41
DRAWN BY:
W.T.
CHECKED BY: L.C.
CAD FILE:
RF-2
SUBMITTALS
DEC 05/18
FINAL CO',
JUL 24/18
REVISED PER COMMENTS
A
MAR 12/18
I55UE0 FOR REVIEW
THE VIFORMAT1ON C OVTIJ•IEO IN THIS SET DP
OOC) ENT9 IS PRCRRETARY BY NP.TI_ E
ANY LSE OR DISCLOSURE OT-ER THAN THAT
W CH RELATES TO THE CLIENT NAMED IS
STRICTLY PFIO-OHTED
SITE
RIVERTON NORTH
SG19
3516 S 146TH ST
TUKWILA WA 98168
FA N: 10092691
SHEET TITLE
PROPOSED ANTENNA
CONFIGURATIONS
BEET N-MEIER
RF-2
t:Vt ivr.d.. '
9
o.1
FRONT
SOLAR
SHIELD
ISO VIEW
MANJFACTURER: NOKIA
MODEL: AIRSCALE DUAL RRH 4T4R 812/14
HEIGHT: 28.7"
WIDTH 15 4"
DEPTH' 9 6'
WEIGHT: 101.4 LBS
0 700 MHz RRH DETAIL
N.T.S.
MOUNTING PPE
•
MANUFACTJRER' RAYCA°
MODEL. DC2- 48-60-0-9E
SURGE PROFECOR
6.20"
UNISTRUT SECURED
TO MOUNTING PIPE
-MOUNTING PIPE
CDSURGE SUPPRESSOR DETAIL
N S
11.8"
TOP
FRONT
FRONT
SOLAR
D
RRH
ISO VIEW
MANUFACTURER. ALCATEL-LUCENT
MODEL RRH4X45-4R
HEIGHT- 25.8'
WIDTH. 11.8"
DEPTH: 7 2"
WEIGHI, 56 8 LBS
AWS RRH DETAIL
N T S
MANUFACTURER: KATHREIN
MODEL' 80010798
WFiCHT: 81.5 LBS
DIMENSIONS: 78 5" X 14.8" X 6.7"
FREQUENCY: REFER TO RF DATA SHEET
mO If. ELECTRICA_
DOwNl ILT ACTUATOR, TYP
RT CONNECTOR, TYP
IQ
14.8"
9OTTOm
MECHANICAL
DOWNTILT
11.8" BRACKET
FRONT
0 ANTENNA SPECIFICATIONS
N T S
MOUNTING
BRACKETS
6.7"
t:.J:
rmo
oo
SIDE
RF CONNECTOR, TYP
REMOTE ELECTRICAL
DOWNTILT ACTUATOR, TYP
a.,)lliNt1Ltit
: .
t• -,
op
12"
14E
4
't )
FRONT
FRONT
SOLAR •
SMILED
RRH
LSQMEW
MANUFACTURER: ALCATEL-WCENT
MODEL: RRH4X25-WCS
HEIGHT: 31 5"
WIDTH, 12"
DEPTH. 8.7"
WEIGHT: 70 LETS
WCS RRH DETAIL
N.T.S.
MOUNTING
BRACKETS
RECEIVED
OEC 1.3 2018
Community
Development
*)autt
A'&T MOB LITY
RTC BUILDING 3
'8221 NE 72rd WAY
REDMOND, WA 98052
asTec
Network Solutions
22263 68th AVE S
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE. SUTE 1512
SEAT' LE, WA 98' 04
PROJECT NO 1 87.1041
DRAWN BY:
W.T.
CHECKED BY: L.C.
CAD FILE.
RF-3
SUBMITTALS
OFC 05/18
FINAL CD',
JUL 24/18
REVISED PLR COMMENTS
MAR 12/18
ISSUED FOR RDNUN
INFCRIVIATICN CONTAINED iN rHts MT OF
DOCUMENTS IS PROPRIETARY BY NATURE
ANY USE CFI OISCLOELM On -ER THAN THAT
W1901RELATES TO THE CLIENT NAMED IS
STRICT,' RMINIEUTE0
sr,
RIVERTON NORTH
SG1 9
351 S 1 46TH ST
TUKWILA WA 9e1 66
FA #: 10092691
SINEEr TITLE
RF & EQUIPMENT
DETAILS
SHEET ok./vIEIER
RF-3
GENERAL NOTES:
. EXAM NE THE 5 "E CONDITIONS VERY CAREFULLY AND TH_ _..,,.'E OF
PROPOSED WORK TOGETHER W.TH THE WORK OF AL. OTHER TRADES AND
INCLUDE IN THE B!D PRICE ALL COSTS FOR WORK S,:C-I AS EQUIPMENT
AND WIRING MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS
SHOWN AND SYSTEMS OF OTHER TRADES.
2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE
CONDITIONS ANO WORK TO BE PERFORMED UNDER THIS CONTRACT
3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE
ELECTRICAL EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN
NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES.
4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION.
5. PROVIDE ALL LABOR, MA'ERIAL, EQUIPMENT, .NSURA\CE. AND SERVICES TO
COMPLETE TH 5 PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS
AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE
OWNER.
6.
7.
CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE. COUNTY AND
LOCAL CODES AND 0. S.H.A.
PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH
THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO
COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED.
8. FABRICATION AND INSTALLATION 0' "HE COMPLETE ELECTRICAL SYSTEM SHALL
BE DONE IN A FIRST CLASS WORKMANSHIP PER VELA STANDARD 1-2000
BY CUALIPIEJ PERSONNEL EXPERIENCED IN SJC-I WORK AND SHALL
SCHEDULE T-E WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE
PROGRESS OF THE PROJECT.
9. DURING PROGRESS OF THE WORK. MAINTAIN AN ACCURATE RECORD OF THE
INSTALLATION OF THE ELECTRICAL SYSTEMS, LOCATING EACH CIRCUIT
PRECISELY AND DIMENSIONING EQUIPMENT. CONDUIT AND CABLE LOCATIONS.
UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO
BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE
DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT.
10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD 0= ONE (1) YEAR
AFTER T-IE DATE ,.0B ACCEPTANCE BY OWNER. ANY WORK. MATERIAL,
OR EOUIPMENT FOUND TO BE FAULTY DURING THAT PERIOD SHALL BE
CORRECTED AT ONCE UPON WR.TTEN NO1;=ICAT!ON, AT THE EXPENSE OF THE
CONTRACTOR.
11. GENERAL CONTRACTOR IS RESPONSIBLE FOR REQUESTING CONNECTION OF
COMMERCIAL POWER FROM THE POWER COMPANY. ELECTRICAL CONTRACTOR
SHALL COORDINATE THIS WORK WITH THE GENERAL CONTRACTOR.
12. COORDINATE EXACT TELEPHONE REQUIREMENTS ANO SERVICE ROUTING WITH
LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE IMMEDIATELY
UPON AWARD OF CONTRACT.
BASIC MATERIALS ANI ETHODS:
ALL ELECTRICAL WORK SHALL CON,•J 'HE EDITION OF THE NEC
ACCEPTED BY THE LOCAL JURISD'CT.DN AND TO THE APPLICABLE LOCAL
CODES AND REGULATIONS.
2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT
SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN.
ANY FIRST-CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE
USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS
THE APPROVAL OF THE CONSULTANT AND THE OWNER.
3. ARRANGE CONDUIT, WIRING. EQUIPMENT. AND OTHER WORK GENLRALLY AS
SHOWN. PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE
ALL CONTRACT DRAWINGS AND FIT T:•E WORK .N EACH LOCATION WITHOUF
SUBSTANTIAL ALTERATION. W:'-ERE DEPARTURES ARE PROPOSED BECAUSE OF
FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED
DRAWINGS FOR ACCEPTANCE.
4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND All OFFSETS,
BENDS. FITTINGS AND ACCESSORIES ARE NOT NECESSARiLY SHOWN. PROVIDE
ALL SUCH ITEMS AS MAY BE REOUIRED TO FIT THE WORK TO THE
CONDI (IONS.
5
6
MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC
SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS
ENTERING THE MODULAR CABINETS WHERE PENETRATION OCCURS WITH A
SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING.
7. SILICONE SEAL AROJND ALL BOLTS AND SCREWS USED TO SECURE
EQUIPMENT TO EXTERIOR OF BUILDING.
8 MAKE NECESSARY CONNECTIONS FOR BATTERY IN EMERGENCY LIGHT FIXTURE.
CONNECT EXTERIOR LICHT FIXTURE (PROVIDED BY SHELTER MANUFACTURER)
TO EXTERNAL JUNCTION BOX.
CONDUCTORS AND CONNECTORS:
UNLESS NOTED OTHERW:SE, ALL CONDJCTORS SHALL BE COPPER. MINIMUM
SIZE #12 AWG, W TH THERMOPLAS' INSULATION CO\FORMING TO NEMA
WC5 OR CROSS -LINKED POLYETHYLENE INSULATION CONFORMING TO NEMA
WC7. (TYPES "HHN OR THWN). INSLLATION SHALL BE RATED FOR 90
CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NFC.
2. ALL CONDUCTORS USED FOR GROUNDING SHALL 8E COPPER AND SHALL
HAVE GREEN INSULATION.
3. FOR COPPER CONDUCTORS #6 AWG AND SMALLER USE 3M SCOTCH-LOK OR
T&B STA-KON COMPRESSION TYPE CONNECTORS WITH INTFGRAI OR
SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS LARGER THAN #6
AWG USE SOLDERLESS, IDENT HEx SCREW OR BOLT TYPE PRESSURE
CONNECTORS OR DOUB•_E COMPRESSION C-CLAMP CONNECTORS, UNLESS
SPECIFIED OTHERW-SE ON DRAWINGS.
4. UNLESS NOTED OTHERWISE ALL _LAGS SHALL BE TN PLATED COPPER,
TWO -HOLE, LONG BARRE_. COMPRESSION TYPE.
RACEWAYS AND BOXES:
1. ALL CONDUIT SHALL BE UL LABELED.
2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL
CORD.
3. SHEET METAL BOXES SHALL CONFORM TO NEMA OS1; CAST -METAL BOXES
SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH
NEC UNLESS NOTED OTHERWISE.
GROUNDING:
1. ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED
OUT IN ACCORDANCE WITH THE CURRENT REV.SION NEC.
2. GROUND LUGS ARE SPECIFIED UNDER SECTION 3 "CONDUCTORS AND
CONNECTORS".
3. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHAI.I RE COATED WITH
ANTI -OXIDANT AGENT, SUCH AS NO-OX, NOALOX, P050180X OR
KOPRSHIELD.
4. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EXTERIOR INCLUDING
BUILDING TIE DOWN BRACKETS.
5. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND
CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT.
6. DO NOT INSTALL GROUND R NG OUTSIDE OF PROPERTY LINE.
7. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REOUIRING
GROUND CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE TO
MAINTAIN CORROSION RESISTANCE.
8. AIL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING
SHALL BE #2 AWG SOLID BABE TINNED COPPER. MAKE ALL GROUND
CONNECTIONS AS SHORT ANO DIRECT AS POSSIBLE. AVOID SHARP BENDS.
THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE
OF ANY BEND SHALL NOT EXCEED 90' GROUNDING CONDUCTORS SHALL BE
ROUTED DOWNWARD TOWARD 'HE BURIED GROUND RING.
9. REPAIR ALL GALVANIZE) SURFACES T-IAT HAVE BEEN DAMAGED BY
IHLRMO-WELDING W'T.H ER CO 1-319 GALVAN-ZING BAR.
10. All GROUND CONNECTIONS SHAI L BE APPROVED FOR THE METALS BEING
CONNLCTED.
11. AI.L EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED.
ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALT BE THE
PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE
EXOTHERMIC WELDS REPAIR ALL GALVANIZED SURFACES TFIAT HAVE BEEN
DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB
LECTROSOL #15-501.
12. CONTRACTOR SHA:_ NOTIFY A'&T WHEN THE BURIED GROUND RING IS
INSTALLED SO THE REPRESENTA'IVE CAN INSPECT THE GROUND RING BEFORE
IT IS BACKF,LLED WITH SOIL. CON TAC-: AT&T PROJECT M.C,,R.
13. FOR METAL FENCE POST GROUNDING. USE A HEAVY DUTY TYPE GROUNDING
CLAMP OR EXOTHERMIC WELD CONNECTION TO POST.
14. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY
A LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO
OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS.
15. BOND ALL EXTERIOR CONDU'TS, PIPES AND CYLINDRICAL METALLIC OBJECTS
WITH A PENN-UNION or SERIES CLAMP. BLACKBUURN GUM SERIES CLAMP OR
A BURNDY GAR 39009U SERIES CLAVP ONLY, NO SUBS'ITUTES ACCEPTED.
RECEIVED
DEC 1.3 2018
Community
Development
at&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98057
:.M asTec
Network Solutions
22263 68th AVE S
KENT, WA 98037
COREONE
CONSULTING USA
506 SECOND AVENUE. SUIIL 1512
SEATTLE, WA 98104
PROJECT ND 18LI041
OFAWN BY: W.T.
CI-ECKEO BY LC.
CAD FILE:
G1
SUBMITTALS
DEC C5/'8
NA_ CD's
JUL 24/18
REVISE) PER COMMEI. 5
A
MAR 12/18
ISSUED FOR REV EW
THE INFOILNATION COYTANE0 IN 0-AS SET OF
DOCUMENTS IS PFIOPi$TARY SY NATLFE
ANY LSE OR OIvC'LOSLFE OTHER THAN THAT
WUtoi PELATES TO THE CLIENT NAMED 19
STRICTLY PRO I1BTTE0
SITE
RIVERTON NORTH
SG19
3516 S 1 46TH ST
TUKWILA WA 98168
FA #: 10092691
SHEET TITLE
GROUNDING NOTES
SHEET NO4FIER
G-1
PROPOSED REMOTE RADIO
HEAD (RRH) 700
(TYP. EACH SECTOR)
PROPOSED REMOTE
RAD:0 HEAD RR:H) (TYP
EACH SECTOR)
EXiSTINC GROUND
CONDUCTOR. TYP.
EXISTING PANEL ANTENNA, TYP.
SEE SHEET RE-1 FOR SITE CONFIGURATION
EXISTING ANTENNA GROUND BUSS BAR NEAR ANTENNAS WITH
COAX GROUND KIT. SEE DETAIL 5/G-3 FOR GROUND BAR
CONSTRUCTION. SEE DETAIL 4/G-3 FOR GROUND WIRE
CONNEC-ONS. AND SFE DETAIL 3/G-3 FOR COAX GROUNDING.
#6 AWC STRANDED GREEN JACKET BONDING RRH
UN.T GRO.,ND TO ANTENNA GROUND BUSS BAR
(TYP. EACH SECTOR)
EXISTING REMOTE RADIO HEAD (RRH)
(TYP. EACH SECTOR)
PROPOSED AT&T DC2
SURGE SUPPRESSOR
(TYP. EACH SECTOR)
N6 AWC STRANDED GREEN JACKET
BONDING PROPOSED SURGL SUPPRESSOR
GROUND TO ANTENNA GROUND BUSS BAR
(TYP EACH SECTOR)
PROPOSED PANEL ANTENNA (TYP. EACH SECTOR).
'SEE SHEET RF-2 FOR SITE CONFIGURATION
#6 AWG STRANDED GREEN JACKET
BONDING ANTENNA MOUNDING PIPE TO
ANTENNA GROUND BUSS BAR
OTYPICAL ANTENNA GROUNDING PLAN
N.T.S.
GROUNDING NOTES:
1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL
INSTALLATION AND CONSTRUCTION MAY VARY DUE TO
SITE SPECIFIC CONDITIONS.
2. GROUND ALL ANTENNA BASES. FRAMES, CABLE RUNS,
AND OTHER METALLIC COMPONENTS USING GROUND
WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS.
FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES
FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD
AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING
M=R'S PRACT CES.
3 ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL
WIRES SHALL BE COPPER THHN/THWN. Alt GROUND
WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND.
4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE.
GROUNDING AND OTHER OPERATIONAL TESTING WILL BE
WITNESSED BY NETWORK CARRIER REPRESENTATIVE.
5. REFER TO CURRENT NEL, GENERAL ELECTRICAL
PROVISION AND COMPLY WITH ALL REQUIREMENTS OF
GROL.NDINC STANDARDS.
6. ELECTRICAL CON"RACTOR TO PROVIDE DETAILED DESIGN
OF GROUNDING SYSTEM. AND RECEIVE APPROVAL OF
DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE,
PRIOR TO INSTALLATION OF GROUNDING SYSTEM.
PHOTO DOCUMENT ALL CADWELDS AND GROUND RING
7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY
DIFFICULTIES iN'STALLING GROUNDING SYSTEM DUE TO
SITE SOIL COND:IIONS.
GROUNDING ROD NOTES:
1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND
RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS
BEEN INSTALLED. A QUALIFIED INDIVIDUAL, UTILIZING THE
FALL OF POTENTIAL METHOD, SHOULD PERFORM THE
TEST. THE REPORT WILL SHOW THE LOCATION OF THE
TEST AND CONTAIN NO LESS THAN 9 TEST POINTS
ALONG THE TESTING LINE, GRAPHED OUT 10 SHOW THE
PLATEAU
2 GROUND ALL ANTEN\A BASES. FRAMES, CABLE RUNS.
AND OTHER MLIALLIC COMPONENTS USING GROUND
WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS.
FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES
FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD
AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING
MER'S PRACTICES.
RECEIVED
DEC 13 2018
Community
Development
'iat&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND, WA 98052
•:•M asTec
Network Solutions
22263 68th AVE S
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE. SUIIL 1512
SEATTLE. WA 98104
PROJECT NO: T e JO4 T
DRAWN BY:
W.T.
CI-ECKEO BY: L.C.
CAD FILE:
G-2
SUBMITTALS
0
DEC 05/18
FINAL CD's
JUL 24/18
REVISED PER COMMENTS
A
MAR 12/19
SSU_D FOR REVIEW
TFE INFORMATION CONTAINED IN TFCS SET C
OCCLNENTS IS PROPRIETARY BY NATURE
ANY L 4SE OR DISCLOSURE OTHER THAN TNAT
W W CH RELATES TOME CLIENT NAMED 5
STRICTLY PFa,IBRE0
SITE
RIVERTON NORTH
SG19
3516 S 1 46TH ST
TUKWILA WA 981 88
FA #: 10092691
BEET TITLE
SCHEMATIC
GROUNDING PLAN
SHEET NJN9R
G-2
111
TYPE TA
TYPE VN
TYPE NG
TYPE SS
TYPE W
0
TYPE
vs
TYPE
va
TYPE PT
TYPE
GT
.
'YPE GY
TYPE
`%::
CR
\lq
TYPE GI
CDCADWELD GROUNDING CONNECTIONS
N.T.S.
COPPER GROUND
BAR ON WALL, ICE
BRIDGE. FLOOR OR
ON ANTENNA TOWER
#6 AWG FROM ANTENNA
CABLE GROUND KIT
O
TO ANTENNAS
COAX JUMPER
(TYP.)
CONNECTOR
WEATHERPROOFING
KIT (TYP.) SEE NOTE 2
ANTENNA CABLE
TO BTS EQUIPMENT (TYP.)
NOTES'
DO NOT .NSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND W RE
DOWN TO ANTENNA GROUND BAR.
WEATHERPROOFING
KIT (TYP.)
GROUND KIT (TYP.)
#6 AWG
ISOLATE FROM TOWER HALO
w/ #2 TO LOWER TOWER BUS
BAR
COPPER ANTENNA GROUND
BAR, WITH INSULATORS.
BONDED DIRECTLY TO TOP OF
MONOPOLE OR UIILIIY POLE
TO GROUND RING
WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOI BE USED.
02 GROUND CABLE CONNECTION
N.T.S.
mm
O
00
CO
*TWO HOLE LUC. OR
EXOTHERMIC WELD TO BE
USED WITH #2 AWG BCW TO
BUILDING SERVICE GROUND
CR GROUND RING
NOTE'
GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES
SHALL ONLY USE EXOTHERMIC WELDS.
GROUND CONDUCTOR SMALL
ElL ELI.VINA'ED WHEN
GROUND BAR IS
ELECTRICALLY BONDED TO
METAL TOWER/MONOPOLE
STRUCTURE
04 GROUND WIRE INSTALLATION
N.T.S.
WIRE SIZE
BURNDY LUG
BOLT SIZE
N5 AWG GREEN INSULATED
YA6C-2TC38
3/8"
- '5
NC
S 2
BOL'
#2 AWG SOLID FINNED
YA3C-2TC38
3/8"
- 16
NC
5 2
BOLT
#2 AWG STRANDED
YA2C-2TC38
3/8"
- 16
NC
S 2
BOLT
#2/0 AWG STRANDED
YA26-2TC38
3/8"
- 16
NC
S 2
BOLT
#4/0 AWC STRANDED
YA28-2N
1/2"
- 16
NC
S 2
DOLT
NOTES:
ALL HARDWARE BOLTS. NUTS. LOCK WASHERS
SHALT. BE STAINLESS STEEL. A 1 :HARDWARE
ARE TO BE AS FOLLOWS: BOLT. FLAT WASHER,
GROUND BAR, GROUND LUG. ;LAI WASHER AND NET.
2. COPPER SHIFT D. ANTIOX, CR NO-OX OR EQUIVALENT
SHALL BE PI ACE WHERE ALL DISSIMILAR METALS CONNECT.
3. ALL LUGS ARE TO BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS.
BURNDY GROUND LUG
(SEE TABLE FOR SIZE
AND MODEL)
LOCK WASHER (TYR.) •
NUT (TYP.)
BURNDY 'WO HOLE LUG WITH
LONG BARREL FOR #6 AWG
STRANDED DR EQUIVALENT
BARE WIRE TO BE
NO-OX AT BOTH ENDS
#6 AWG STRANDED
GREEN INSULATED
CDMECHANICAL LUG CONNECTION
N.T.S.
HEAT SHRINK
(CLEAR)
GROUND.NG
CONDUCTOR
NOTE: COAi ALL MECHANICALI
CONNECTIONS WITH "NOOX'
OR APPROVED EQUAL
0000 0
0 0 0 0 0
ANTENNA CABLE
WEATHERPROOFING KII
(SEE NOTE 3)
INS
N0
(TYP,CALLY)
12" TO 24-
120 MAX.
CABLE GROUND KIT
#6 AWG STRANDED COP?ER
GROUND WIRE (GROUNDED TO
GROUND 8AR). SEE NOTE 1 & 2
CABLE CONNECTOR
NOTES'
1 D0 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE
DOWN TO GROUND BAR.
2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLED OR RECOMMENDED BY
CABLE MANUFACTURER.
3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED.
OCABLE GROUND KIT CONNECTION
N.T.S.
NEW COAXIAL GROUND KITS W/ LONG
BARREL COMPRESSION DOUBLE LUGS,
ATTACH TO GROUND BAR & INSTALL BY
ANTENNA CONTRACTOR (CADWELD TYPE -GO
NEW 4"x 24"x 1/4" thk COPPER GROUND
BAR. INSTALLED BY GENERAL CONTRACTOR
0 0 0 0 0 0 0 0 000 0
0 0 0 0 0 0 0 0 0000
0 0 0 0 0 0 0 0 0 0 0
24"
FIELD VERIFY
= N2 SOLID BARE TINNED
COPPER WIRE CADWELD
(TYPE-CL)
0 GROUND BAR
N.I.S.
TYPICAL FOR
ALL SECTORS
PROPOSED PANEL ANTENNA
(TYP. EACH SECTOR)
SEE SHEET RF-' FOR
EXISTING CONF'GURATICN
EXISTING ANTENNA GROUND BAR NEAR
EXISTING ANTENNAS WITH COAX GROUND
KIT. SEE DETAIL 5/G-2 FOR GROUND WIRE
CONNECTIONS. AND SEE DETAIL 3/G-2 FOR
COAX GRO..NDING (TvP EACH SECTOR)
#6 AWG STRANDED GREEN JACK•T
BONDING PANEL ANTENNA TO
ANTENNA GROUND BAR
(TYP. EACH SECTOR)
EXISTING GROUND 10
ANTENNA GROUND BAR AT
NEXT SECTOR (TYP.)
0 TYPICAL ANTENNA GROUNDING PLAN
N.T.S.
RECEIVED
OE 1.3 2018
Community
Development
1;*at&t
AT&T MOBILITY
RTC BUILDING 3
18221 NE 72nd WAY
REDMOND. WA 98052
•:•M asTec
Network Solutions
22263 68th AVE S
KENT, WA 98032
COREONE
CONSULTING USA
506 SECOND AVENUE. SUITE 1512
SEATTLE, WA 98104
PROJECT NO T BUp4 T
OPAWN BY:
W.T.
CHECKED BY: L.C.
CAD FILE:
G3
SUBMITTALS
0
DEC 05/18
FINAL CD',
B
JUL 24/18
REVISED PFR COMMENTS
A
MAR 12/18
ISSUED FOR REVIEW
'PS INFORMATION CONTAINED IN THIS SET OF
OCOLINENTS 5 PROPRIETARY BY NAIL
ANY LSE OR DISCLOSURE OTRER THAN THAT
WHICH RELATES TO THE CLIENT NNVEO 5
STRICTLY PRO-eBREO
51TE
RIVERTON NORTH
SG19
3516 S 146TH ST
TUKWILA WA 961 66
FA x: 10092691
SHEET TITLE
GROUNDING DETAILS
SHEET NUMBER
G-3