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Permit PL18-0087 - T-MOBILE SE04000B - L700 MOD - WIRELESS FACILITY
T-MOBILE SE04000B - L700 MOD 2623049021 PARENT FILE PL18-0087 THIS FILE L18-0104 WIRELESS FACILITY/TYPE 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 13, 2018 NOTICE OF DECISION TO: Max Kvern, Technology Associates EC Inc., OBO T-Mobile Radovich Properties 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: L18-0104; PL18-0087 Applicant: Max Kvern 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) lowband antennas; keeping existing one (1) quads per sector for A, B, and C; adding 1 (one) octoport on alpha, beta, and gamma only; replacing three (3) FRLB with three (3) AHLOA; adding two (2) AMOB; adding two (2) ASIA; adding two (2) ABIA; removing four (4) LTE FSMFS; adding four (4) FBBA/FBBCS; keeping system modules for UMTS/GMS; replacing two (2) ultrasite cabinets with two (2) FCOAS for AMOB install. 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 2623049021 located at 16400 Southcenter Parkway, Tukwila, WA 98188 Associated Files: PL18-0087 Comprehensive Plan Designation/Zoning District: Tukwila Urban Center- Regional Center (TUC -RC) 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. 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. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 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 Kin County Assessor's Office for further information regarding property tax valuation changes. JCL Departnt of Community Development City of T wila 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 December 13, 2018 NOTIFICATION: Notification is not required for a Type 1 land use application. FILE NUMBER: L18-0104; PL18-0087 APPLICANT: Max Kvern, Technology Associates EC Inc., OBO T-Mobile PROPERTY OWNER: Radovich Properties LLC REQUEST: Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify the existing rooftop wireless facility by: removing three (3) lowband antennas; keeping existing one (1) quads per sector for A, B, and C; adding 1 (one) octoport on alpha, beta, and gamma only; replacing three (3) FRLB with three (3) AHLOA; adding two (2) AMOB; adding two (2) ASIA; adding two (2) ABIA; removing four (4) LTE FSMFS; adding four (4) FBBA/FBBCS; keeping system modules for UMTS/GMS; replacing two (2) ultrasite cabinets with two (2) FCOAS for AMOB install. LOCATION: Parcel 2623049021 located at 16400 Southcenter Parkway, Tukwila, WA 98188 ASSOCIATED PERMITS: 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. SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN Tukwila Urban Center- Regional Center (TUC -RC) DESIGNATION: ZONE DESIGNATION: Tukwila Urban Center- Regional Center (TUC -RC) STAFF: Meredith Sampson, Assistant Planner ATTACHMENTS: Project Plans for Permit L18-0104 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Page 2 f FINDINGS Vicinity/Site Information Project Description The applicant is proposing modifying the existing rooftop wireless facility by: removing three (3) lowband antennas; keeping existing one (1) quads per sector for A, B, and C; adding 1 (one) octoport on alpha, beta, and gamma only; replacing three (3) FRLB with three (3) AHLOA; adding two (2) AMOB; adding two (2) ASIA; adding two (2) ABIA; removing four (4) LTE FSMFS; adding four (4) FBBA/FBBCS; keeping system modules for UMTS/GMS; replacing two (2) ultrasite cabinets with two (2) FCOAS for AMOB install. 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 property is zoned Tukwila Urban Center — Regional Center (TUC -RC). The properties to the north and east of this property are also zoned TUC -RC. Properties to the south of this property are zoned Tukwila Urban Center — Pond (TUC-P) and properties to the west are zoned Tukwila Urban Center — Commercial Corridor (TUC -CC). Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov PAge 3 Background 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 ofW1re'less Communication Facility Typed Facility Resid®ntiall Commercial l lndustral Adding .anb to, an e P ,I, btrrNer or utility Pole Type VI Type WI Type 1 4 flgiblo facilities modification Type 1 Tye 1i Type 1 Utility ;pole co-loc alion Type 2 Tye 2: Type 2 Concealed tividing attached Type 291 Type 22i Type 1 Isicoecnoeeled building attached Type VI Type 2 Tye 1 NEW tower or height adjustment request Type 3J4l Type 3 Type 3 (1) Zoning for any private/public property or right-of-way Residential — LDR, MDR, or HDR Commercial — O, 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) lowband antennas; keeping existing one (1) quads per sector for A, B, and C; adding 1 (one) octoport on alpha, beta, and gamma only; replacing three (3) FRLB with three (3) AHLOA; adding two (2) AMOB; adding two (2) ASIA; adding two (2) ABIA; removing four (4) LTE FSMFS; adding four (4) FBBA/FBBCS; keeping system modules for UMTS/GMS; replacing two (2) ultrasite cabinets with two (2) FCOAS for AMOB install. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 4 r. 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. 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 Business license will be applied for before operating. 3.Only safety signage must be placed on the WCF. X 4. Accommodations for parking for maintenance personal 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 Equipment will be painted to match existing standards. 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 The site design will not change. 7. Antennas shall have the same color scheme as the structure they are located on. X All new antennas will be painted to match the existing building. 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. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 5 10. Each service provider X The equipment enclosure will not change. shall be limited to an equipment enclosure of 360 square feet. 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 The height of the equipment will not change. 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 building. 4. IF not flush mounted, will "shrouds" must be provided for a better visual appearance than exposed antenna equipment X 5. Antennas hall be painted to match the color scheme, of the building(s)/pole X Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 6 6. Feed lines and coaxial cables will be painted to match the color scheme of the building(s)/pole? X Existing cable location will not change. 7. Cabinet equipment is located within the building or on the rooftop X Existing cabinet equipment area will not change. 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. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov P'age7 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: T-MOBILE SE04000B - L700 MOD Project Number: PL18-0087 Associated File Number(s): L18-0104 Date Mailed: 12/14/2018 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 EZ Notice of Decision ❑ Notice of Public Hearing ❑ Notice of Public Meeting ❑ Official Notice ❑ Other: SEPA CHECKLIST ❑ Shoreline Mgmt Permit ❑ Short Subdivision Agenda HANDLING 1, 2 1, 2 max.kvern@taec.net RADOVICH PROPERTIES LLC 1 Christie.Most@kingcounty.gov 1 ANA.LE@TUKWILAWA.GOV 1 tukwilahistsociety@tukwilahistory.org 1 rcwieser@comcast.net 1 NoD 2 STAFF REPORT 2835 82ND AVE SE STE S 1 MERCER ISLAND, WA 98040 0400 City of Tukwila Department of Community Development RECEIVED OCT 2 4 2018 TUKWILA PUBLIC WORKS LAND USE PERMIT ROUTING FORM File Number PL1 8-0087 L18-0104 TO: {Building []Planning {Public Works IIIFire Dept. [] Police Dept. Parks/Rec Project: T-MOBILE SE04000B Address: 16400 SOUTHCENTER PKWY Date 10/24/2018 transmitted: Response requested by: N OVE M B E R 7 2018 Staff MEREDITH SAMPSON coordinator: 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.) 1210 has IN &mar Plan check date: Comments / Update date: �0/Z�ri1 1g prepared by: Va peytel 0400 TO: City of Tukwila Department of Community Development File Number PL18-0087 L18-0104 LAND USE PERMIT ROUTING FORM Building' ? []Planning []Public Works []Fire Dept. [] Police Dept. [] Parks/Rec Project: T-MOBILE SE04000B Address: 16400 SOUTHCENTER PKWY Date 10/24/2018 transmitted: Response requested by: NOVEMBER 7 2018 Staff MEREDITH SAMPSON coordinator: 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.) Plan check date: >n Comments Update date: /G' '� .5—�, prepared by;� _ October 15, 2018 City of Tukwila Community Development Department 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: T-Mobile Site: SE04000B South Center Place. Property Address: 16400 Southcenter Parkway, Tukwila, WA 98188 Dear Reviewing Parties, T-Mobile is proposing to modify an existing wireless facility located on a rooftop at 16400 Southcenter Parkway, Tukwila, WA 98188. The proposed modifications are as follows: REMOVE ALL LOWBAND ANTENNAS (3). KEEP EXISTING 1 QUADS PER SECTOR FOR A, B & C ADD 1 OCTOPORT (COMMSCOPE - FFHH-65C-R3) ON ALPHA, BETA AND GAMMA ONLY. REPLACE 3 FRLB WITH 3 AHLOA (CENTER ANTENNA). NO COVP SWAP. ADD 2 AMOB, 2 ASIA AND 4 ABIA. REMOVE 4 LTE FSMFS AND 4 FBBA /FBBCS. KEEP SYSTEM MODULES FOR UMTS/GSM REPLACE (2) ULTRASITE CABINETS W/ (2) FCOAS FOR AMOB INSTALL. The following review is being requested at this time: • Type 1— Wireless Telecommunication Facilities Review • Building Permit Review The following items are included as part of the application package: O"b� • Wireless Telecommunication Facilities Application Form • Code Compliance Letter 1 1 • Building Permit Application Form �/ • Construction Drawings (5) r Ta Ei�� S/n • Structural Calculations (2) --�j / �D'iBEN Y `vizdi • Copy of previously approved permit • Signed Affidavit of Ownership and Hold Harmless Permission to Enter Property • Noise Report • Fee checks If you have any questions or require additional information to complete your review, please feel free to contact me at (206)-434-7019 or max.kvernc taec.net. Regards, Max Kvern Technology Associates EC, Inc. An authorized representative of T-Mobile Phone: (206) 434-7019 Email: max.kvernPtaec.net RECEIVED OCT 162018 Community Development 650 S Orcas Street, Suite 103 Seattle, WA 98108 www.taec.net 1 T-Mobile Site: SE04000B South Center Place Compliance 18.58.070 General Requirements. The following shall apply to all wireless communication facilities regardless of the type of facility: 1. Noise — Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise". A noise report, prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. Please see the noise report contained within this application package. 2. Signage — Only safety signs or those mandated by other government entities may be located on wireless communication facilities. No other types of signs are permitted on wireless communication facilities. Only WCF specific signs shall be located within the facility. 3. Parking — Any application must demonstrate that there is sufficient space for temporary parking for regular maintenance of the proposed facility. An existing parking lot is located around the building the WCF is located on. 4. Finish — A tower shall either maintain a galvanized steel finish or, subject to any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. The equipment shall be painted to match existing standards. 5. Design — The design of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting and built environment. The site's design shall not change. Please see previously approved permit from 2017 contained within this package. 6. Color — All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. All new T-Mobile Antenna Equipment shall be painted to match the existing building. 7. Lighting — Towers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting alternatives and approve the design that would cause the least disturbance to the surrounding areas. No strobe lighting of any type is permitted on any tower. N/A 8. Advertising — No advertising is permitted at wireless communication facility sites or on any ancillary structure or facilities equipment compound. RECEIVED OCT 16 2018 Comm un ty floUolr.Mein" .-,a N/A 9. Equipment Enclosure — Each applicant shall be limited to an equipment enclosure of 360 square feet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building or eligible facilities modifications. T-Mobile's existing equipment area shall not change. 18.58.110 Non -concealed Building Mounted Development Requirements. The following requirements shall apply: 1. Height — The proposed facility must meet the height requirements of the applicable zoning category. If the building where the facility is located is at or above the maximum height requirements, the antennas are permitted to extend a maximum of 3 feet above the existing roof line. Non - concealed building mounted facilities shall not qualify as "Rooftop Appurtenances" under TMC 18.50.080. The height of the equipment shall not change. 2. Antenna aesthetics — The first preference for any proposed facility is to utilize flush -mounted antennas. Non flush -mounted antennas may be used when their visual impact will be negated by the scale of the antennas to the building. "Shrouds" are not required unless they provide a better visual appearance than exposed antennas. Antennas shall be painted to match the color scheme of the building(s). Antennas shall be painted to match the color scheme of the buildings. 3. Feed lines and coaxial cables — Feed lines and cables should be located below the parapet of the rooftop. If the feed lines and cables must be visible, they must be painted to match the color scheme of the building(s). Existing cable location shall not be changed. Please see previously approved permit from 2017 contained within this package. 4. Cabinet equipment — If cabinet equipment cannot be located within the building where the wireless communication facilities will be located, then it must be located on the rooftop of the building. If the equipment can be screened by placing the equipment below the parapet walls, no additional screening is required. If screening is required, then the proposed screening must be consistent with the existing building in terms of color, style, architectural style and material. If the cabinet equipment is to be located on the ground, the equipment must be fenced with a 6-foot-tall fence and materials shall be used to screen the equipment from view. Barbed wire may be used in the TVS, LI, HI, MIC/L, and MIC/H zones. Cabinet equipment area shall not change Please see previously approved permit from 2017 contained within this package. 18.58.200 Standards for Eligible Facilities Modifications. Per the definitions set forth under section 18.58.200 (and section "6409"), the proposed modifications shall not be considered as "substantial change". Please see the determination below: Per Section "6409" § 1.40001 Wireless Facility Modifications: (4)Eligible support structure. Any tower or base station as defined in this section, provided that it is existing at the time the relevant application is filed with the State or local government under this section. (7)Substantial change. A modification substantially changes the physical dimensions of an eligible support structure if it meets any of the following criteria: (i) For towers other than towers in the public rights -of -way, it increases the height of the tower by more than 10% or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater; for other eligible support structures, it increases the height of the structure by more than 10% or more than ten feet, whichever is greater; The height of the proposed antenna equipment shall not exceed the allotted 10% height limit. (ii) For towers other than towers in the public rights -of -way, it involves adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than twenty feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater; for other eligible support structures, it involves adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than six feet; Appurtenance protrusion shall not extend greater than 20 feet from the existing structure. (iii) For any eligible support structure, it involves installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four cabinets; or, for towers in the public rights -of -way and base stations, it involves installation of any new equipment cabinets on the ground if there are no pre-existing ground cabinets associated with the structure, or else involves installation of ground cabinets that are more than 10% larger in height or overall volume than any other ground cabinets associated with the structure; (iv) It entails any excavation or deployment outside the current site; (v) It would defeat the concealment elements of the eligible support structure; or (vi) It does not comply with conditions associated with the siting approval of the construction or modification of the eligible support structure or base station equipment, provided however that this limitation does not apply to any modification that is non -compliant only in a manner that would not exceed the thresholds identified in § 1.40001(b)(7)(i) through (iv). Two cabinets shall be replaced with two new cabinets. They shall not surpass the allotted 10% height increase. There shall be no excavation or deployment outside the existing site. SSA acoustics Stewart • Burt • Nelsen • Keiffer October 12, 2018 Todd Telkamp Technology Associates EC 4122 Factoria Blvd SE, Suite 303 Bellevue, WA 98006 Re: Acoustical Report — T-Mobile SE04000B Southcenter Parkway Site: 16400 Southcenter Parkway, Tukwila, WA 98188 Dear Todd, This report presents a noise survey performed in the immediate vicinity of the proposed T-Mobile telecommunications facility at 16400 Southcenter Parkway in Tukwila, Washington. This noise survey extends from the proposed equipment to the nearest properties. The purpose of this report is to document the existing conditions and the impacts of the acoustical changes due to the proposed equipment. This report contains data on the existing and predicted noise environments, impact criteria and an evaluation of the predicted sound levels as they relate to the criteria. Ambient Conditions Existing ambient noise levels were measured on site with a Svantek 971 sound level meter on October 11, 2018. Measurements were conducted as close to the proposed location as possible and the property lines in accordance with the State of Washington code for Maximum Environmental Noise Levels WAC 173-60-020. The average ambient noise level was 63.3 dBA, due primarily to local traffic. Code Requirements The site is located within the City of Tukwila zoning jurisdiction on property with a TUC zoning designation. The nearest receiving property, to the east, is also zoned TUC. Tukwila Municipal Code 8.22.020 defines TUC as within a Commercial district. The proposed new equipment consists of equipment support cabinets, which are expected to run 24 hours a day. Under Tukwila Municipal Code 8.22.040 noise from equipment on a within a Commercial district is limited as follows: Commercial District Receiver: Noise is limited to 60 dBA 24 hours a day. RECEIVED OCT 16 2018 Community Development T-Mobile SE04000B South Center Place Predicted Equipment Sound Levels The following table presents a summary of the equipment and their associated noise levels: Table 1: E • ui • ment Noise Levels Page 2 Equipment FCOA with 2 AMOB LwA (each) 65 LwA Quantity 1 Total LwA All cabinets combined Combined LwA 65 65 Methods established by ARI Standard 275-2010 and ASHRAE were used in predicting equipment noise levels to the receiving properties. Application factors such as location, height, and reflective surfaces are accounted for in the calculations. The equipment will be located on the roof of the existing building at approximately 60 feet above grade. The nearest receiving property is approximately 70 feet east of the equipment. The following table presents the predicted sound level at the nearest receiving property: Table Line 1 2: Predicted Noise Levels for Pro • osed E • ui • ment Cabinets Application Factor Sound Power Level (dBA), Lw1 East 65 2 Distance Factor (DF) Inverse -Square Law (Free Field): DF = 20*log (r)+0.5 -37 (70 ft) 3 New Equipment Sound Pressure Level at Receiver, Lpr (Add lines 1 and 2) 28 As shown in Table 2, the sound pressure level from the proposed equipment is predicted to be 28 dBA at the nearest receiving property to the east, which meets the 60 dBA code limit. Noise levels at all other receiving property lines, which are further away, will be also be within the code limits. No mitigation is required. Sincerely, SSA Acoustics, LLP Steven Hedback Technician Joel Esselstrom Acoustical Consultant This report has been prepared for the titled project or named part thereof and should not be used in whole or part and relied upon for any other project without the written authorization of SSA Acoustics, LLP. SSA Acoustics, LLP accepts no responsibility or liability for the consequences of this document if it is used for a purpose other than that for which it was commissioned. Persons wishing to use or rely upon this report for other purposes must seek written authority to do so from the owner of this report and/or SSA Acoustics, LLP and agree to indemnify SSA Acoustics, LLP for any and all resulting loss or damage. SSA Acoustics, LLP accepts no responsibility or liability for this document to any other party other than the person by whom it was commissioned. The findings and opinions expressed are relevant to the dates of the works and should not be relied upon to represent conditions at substantially later dates. Opinions included therein are based on information gathered during the study and from our experience. If additional information becomes available which may affect our comments, conclusions or recommendations SSA Acoustics, LLP reserves the right to review the information, reassess any new potential concerns and modify our opinions accordingly. Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 2623049021 Permit Number: 16400 SOUTHCENTER PKWY BLDG Issue Date: Permit Expires On: Project Name: T-MOBILE RECEIVED OCT 16 2018 Community Development D17-0232 12/4/2017 6/2/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: RADOVICH PROPERTIES LLC 2835 82ND AVE SE STE S 1, MERCER ISLAND, WA, 98040 MIRANDA GLENN 650 SOUTH ORCAS ST - SUITE R103 , SEATTLE, WA, 98108 PIONEER COMMUNICATIONS GP LLC PO BOX 569 , WOODINVILLE, WA, 98072 PION ECG903BQ T-MOBILE Address: 12920 SE 38 ST, BELLEVUE, WA, 98006 Phone: (509) 557-5130 Phone: (425) 481-5500 Expiration Date: 1/13/2018 DESCRIPTION OF WORK: REPLACEMENT OF (6) PANEL ANTENNAS, ADDITION OF (1) ANEL ANTENNA, ADDITION OF (2) FRIJ, ADDITION OF (2) FHFB, ADDITION OF (8) DIPLEXERS, REPLACEMENT OF (6) TMA'S, RELOCATION OF (1) FRLB, ALL ON EXISTING ROOFTOP PIPE MASTS. ALSO ADDING (6) DIPEXERS ON EXISTING UNISTRUT. Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $840.75 Occupancy per IBC: U Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: If/MI Date: 11 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. J ! Signature: A��� l�— Print Name: Nair ��1'1c vuLAl Date: This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. C � ENGINEERING 250 4th Ave 5 Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 civil & structural engineering & planning T • •Mobile e STRUCTURAL ANALYSIS REPORT SE04000B South Center Place Rooftop Site RECEIVED OCT 16 2018 Community Development 16400 Southcenter Parkway Tukwila, WA 98188 07/18/2018 CG Project No.: 18070.624 1 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-2 SITE DATA 3-7 LATERAL LOAD CALCULATIONS 8-10 APPURTENANCE & MAIN STRUCTURE ANALYSIS 11-25 APPURTENANCE DATA SHEETS Al-A4 ARCHITECTURAL DRAWINGS (EXCERPT) A5-A7 PREVIOUS ANTENNA UPGRADE CALCULATIONS A8-Al2 T-Mobile SE04000B — South Center Place Structural Analysis Report July 18, 2018 Page 1 INTRODUCTION CG Engineering was retained by BJ Thomas (Client) to provide structural analysis of the existing structure for the site modifications proposed by T-Mobile. The structural analysis completed by CG Engineering was inclusive of the structural elements that were affected by the addition of equipment and antennas associated with the proposed T-Mobile site modifications. Where applicable, this includes the antenna and equipment support structure and affected portions of the existing main structure. SITE DESCRIPTION The appurtenances are mounted to existing pipe masts attached to the face of an existing penthouse on an existing building rooftop with a roof height of 63' and a penthouse height of 73'-0". The antennas have an overall tip height of 81'-3". The equipment is anchored to an existing equipment platform on the roof of the building. The client provided us with structural calculations performed by CG Engineering dated 08/09/17. Photos of the site and architectural plans were also provided for the proposed revisions. All geometry, member sizes, and material strengths used in our analysis were based on this information. If anything differs from the information contained in these documents, CG Engineering should be notified to revise our analysis. APPURTENANCE CONFIGURATION The structure was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us from the Client. This table includes all known existing and future antennas for this site Location Existing Appurtenance Configuration Proposed Appurtenance Configuration (Bold=New) Mount Type 1 Commscope Panel Antennas (6) Model No. #HBXX-3319DS-A2M (3) Model No. #DBXNH-6565B-A2M RRU's (4) FRIG (6) FHFB (3) FRLB (2) FRIJ (24) Diplexers Commscope Panel Antennas (6) Model No. #HBXX-3319DS-A2M (3) Model No. #FFHH-65C-R3 RRU's (4) FRIG (6) FHFB (3) AHLOA (2) FRIJ (24) Diplexers Mount antennas & RRUs to exist pipe mounts 2 (3) COVP (3) Style 3C TMA (3) COVP (3) Style 3C TMA Mount appurtenances to exist equip platform and penthouse rooftop The coax cables that serve the antennas weigh less than 5 lb/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. Cow ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 I f. 425.778.5536 www.cgengineering.com T-Mobile SE04000B — South Center Place Structural Analysis Report July 18, 2018 Page 2 ROOFTOP EQUIPMENT PLATFORM All loading for the rooftop equipment was provided to us from the client. The client is proposing to the following modifications at the equipment cabinets: add (2) AMOB, add (2) ASIA, add (4) ABIA, add (2) FCOA cabinets, remove (4) FSMF, remove (4) FBBA, remove (2) Ultrasite. ANALYSIS CRITERIA The parameters in the following table were used in our analysis of the structure based on its location. City of Tukwila, WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice (3-s Gust): 110 mph Risk Category: II Sds: 0.970 Exposure: B Kzt (ASCE 7-10): 1.00 Sd1: 0.542 Notes: 1. Refer to the attached topographic profile(s) used to determine the topographic factor. 2. Parameters based on the 2015 International Building Code (IBC) and referenced standards. APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined to be sufficient to support the proposed loads. Additionally, the existing structure has been determined to be sufficient to support the proposed appurtenance configuration. CONCLUSIONS/RECOMMENDATIONS We have determined that no upgrades to the existing structure are required for the proposed T-Mobile installation as described above in the appurtenance configuration tables. • Antenna and Appurtenance Anchorage: In general, the appurtenances shall mount to 3" XS pipes (3.5" O.D.) connected to existing brackets that are bolted to the face of the concrete wall. The appurtenances at the North East corner of the penthouse shall mount to 4" standard pipes. Attach the appurtenances to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. CONDITIONS OF ANALYSIS This structural analysis is based on the documentation that was available to us. CG Engineering did not perform an observation of this site to verify the accuracy of the provided structure and appurtenance data, and we should be contacted immediately if there are any discrepancies with the information stated within this report. Our analysis is based on the assumption that the original structural design and all subsequent structural analyses were properly designed and permitted per the applicable building codes, and that the structure has been properly installed and is maintained to the minimum standards required by code. We assume the structure has no known deterioration or damage that would adversely affect its capacity. REFERENCE DOCUMENTS The following documents were provided to us by the Client for our analysis: 1. "SE040008 South Center Place Rooftop Site", by CG Engineering, dated 08/09/2017 O ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 1 f. 425.778.5536 www.cgengineering.com 5/25/2018 Design Maps Summary Report USGS Design Maps Summary Report Mae - User —Specified Input Report Title South Center Fri May 25, 2018 23:09:11 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45528°N, 122.26167°W Site Soil Classification Site Class D -"Stiff Soil" Risk Category I/II/III \\F aLjO K(Nrmru G 0 I NJTL Vashorn Buries EATTLE}I TACOMA INTL AIRPORT 4 Des Moines USGS—Provided Output Ss = 1.455 g Si = 0.542 g SMS = 1.455 g SM1 = 0.814 g RENTON VUN1 AIRPORT !, 'Renton `Kent 444 •y �r yy • ssaquah Maple Valley • •Covington Sns = 0.970 g Sol = 0.542 g ,H ok 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. 11.s 0.75 010 OAS 030 0.15 0m NICER Response Spectrum 0111) 0.31 0,10 010 001 IJu I-3. 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SMs = F,S1 Sim = 2/3 SMs SDI = 2/3 SMs (Per ASCE 7-10, 13.3) Component Amplification Factor, ap Component Response Modification Factor, Rp Component Importance Factor, Ip Component Operating Weight, Wp Height in structure at lowest point of attachment of component, z1 Height In structure at highest point of attachment of component, z2 Average Roof Height of Structure, h ▪ 1.455 (ASCE 7, Figure 22-1 thru 22-6) • 0.542 (ASCE 7, Figure 22-1 thru 22-6) D (ASCE 7, Section 11.4.2) • D (ASCE 7, Tables 11.6-1 & 11.6-2) 1.00 (ASCE 7, Table 11.4-1) 1.50 (ASCE 7, Table 11.4-2) 1.455 (ASCE 7, Section 11.4.3) • 0.813 (ASCE 7, Section 11.4.3) 0.970 0.542 (ASCE 7, Section 11.4.4) (ASCE 7, Section 11.4.4) 1.0 (ASCE 7, Table 13.6-1) 2.5 (ASCE 7, Table 13.6-1) = 1.0 (ASCE 7, Table 1.5-2) • Wp (lb) = 78 (ft) = 78 (ft) 62 (ft) Seismic design force, Fp = 0.4ap5D,Wp (1+2z/h) Rp/Ip Max. seismic design force, Fpp,,, = 1.65DsIpWp Mln. seismic design force, Fp,pi, = 0.350S1pWp Seismic design force at lowest point, Fps = Seismic design force at highest point, Fps = Min. seismic design force, Fpp,ip = Max. seismic design force, Fp„,,, 0.546 Wp 0.546 W, 0.291 Wp 1.552 Wp Seismic design force, Fp (ASD) = 0.390 Wp (Eq. 13.3-1) (Eq. 13.3-2) (Eq. 13.3-3) FpwA o.' 0.546 0 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 BY NAL Data 5/25/2018 Date Seismic Loads For Components & Systems Brain" SE04000B South Center Place Sal. N.T.S. lobNo. 18070.624 SM.t No. 8 Wind Load Calculation for Other Structures (Reference: 2015 IBC Section 1609 & ASCE 7-10 Chapter 29) Wind Velocity Pressure: Average Roof Height of Building, h (ft) Height of Other Structure, z (ft) Basic Wind Speed, Vs, (mph) Exposure Category Risk Category Velocity Pressure Exposure Coefficient, Kz Topographic Factor, K„ Wind Directionality Factor, Ka Velocity Pressure, qz (psf) Deslen Wind Load on Other Structures Gust Effect Factor, G = 62 (Per Architectural Drawings) = 78 (Per Architectural Drawings) = 110 (ASCE Figure 26.5-1) = B (ASCE Section 26.7.3) = II (IBC Table 1.5-1) = 0.92 (ASCE Section 29.3.1 & Table 29.3-1) = 1.00 (ASCE Section 26.8.2 & Figure 26.8-1) = 0.85 (ASCE Section 26.6 & Table 26.6-1) qz = 0.00256KzKztKdV^2 (ASCE Eq. 29.3-1) 24.28 psf = 0.85 (ASCE Section 26.9) Net Force Coefficient, Cf = Protected Area Normal to the Wind, At or A, (ftz) = Design Lateral Wind Load, F (lbs) = 1.4 (ASCE Figure 29.4-1 to 29.5-3) At or A, (Projected Wind Area) gz6CfAf (ASCE Eq. 29.5-1) LRFD F = 28.9 psf x Al ASD F = 17.3 psf x Al K, or Kh (ASCE Table 29.3-1) Height Exposure B Exposure C Exposure D �Z(ft) 0 0.57 0.85 1.03 15 0.57 0.85 L03 20 0.62 0.90 1.08 25 0.66 0.94 L12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 1.27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 L52 160 1.13 1.39 1.55 180 1.17 1.43 L58 200 1.20 L46 1.61 C 0 ENGINEERING Suite 200 Edmonds, WA 98020 Deep ctIon iv NAL Dn. 5/25/2018 Chocked Wind Loads For Components and Systems Del. P,olen SE04000B South Center Place sole N.T.S. wh No. 18070.624 Sheet No. 9 Wind Load Calculation for Other Structures (Service Wind) (Reference: 2015 IBC Section 1609 & ASCE 7-10 Chapter 29) Wind Velocity Pressure: Average Roof Height of Building, h (ft) Height of Other Structure, z (ft) Basic Wind Speed, Va, (mph) Exposure Category Risk Category Velocity Pressure Exposure Coefficient, Kz Topographic Factor, K,, Wind Directionality Factor, Kd Velocity Pressure, qz (psf) Design Wind Load on Other Structures Gust Effect Factor, G 62 (Per Architectural Drawings) 78 (Per Architectural Drawings) 65 (ASCE Figure 26.5-1) 8 (ASCE Section 26.7.3) II (IBC Table 1.5-1) 0.92 (ASCE Section 29.3.1 & Table 29.3-1) = 1.0D (ASCE Section 26.8.2 & Figure 26.8-1) 0.85 (ASCE Section 26.6 & Table 26.6-1) qz = Net Force Coefficient, Cf = Projected Area Normal to the Wind, Aror A, (ft5) = Design Lateral Wind Load, F (Ibs) _ 0.00256KzKztKdVA2 (ASCE Eq. 29.3-1) 8.48 psf 0.85 (ASCE Section 26.9) 1.4 (ASCE Figure 29.4-1 to 29.5-3) Ar or A, (Projected Wind Area) qzGCfAf (ASCE Eq. 29.5-1) LRFD F = 10.1 psf x At ASD F = 6.1 psf x Al K, or Kh (ASCE Table 29.3-1) Height Z (ft) Exposure 8 Exposure C Exposure D 0 0.57 0.85 1.03 15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 1.27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 1.55 180 1.17 L43 1.58 200 1.20 1.46 1.61 4 0 ENGINEERING Suite 200 Edmonds, WA 98020 On. NAL 5/25/2018 Dr. Wind Loads For Components and Systems SUM SE04000B South Center Place N.T.S. lath". 18070.624 Shoot Na. l0 I il 1 i•• ••1• • 1 1-1 •i•• 1 I ,,! 1••• , i.60qopOi! .tou7ill dping 1 PL4E frifre-tykfill, /11Y,fitYft I 11.L1I1 I 1 ! 1 : : ; - i ii!! I ; 1 : ., • • 1- • • 1. -4.- ..,. , • r iiMkrEsh(Ri-/- tie .01Aiv14-RYI ! I 1 ; 1 1 1 1 ! ! • 1. 1 ,• '1 t• t I 1„; ,t I- ihrp2 ,01/-vi-r--L---1.-- --- - 1;1,,•..,.; ,I;Ii11----.1._ ... .! ... . 1 . i . ; .. ;.... I. I .. ..!... I. I- .... ;. ! -!-. i - • I , - :," ' '7'7" 1-• ..-4-, , 4 , , ; - , ' i , ; • • • I 1 ' 1 I 1 ; i i 1 , 1 1 ! ki,i&tzr _i__ trOwfLt i i fka (4Fgai x 6/1 i 1 f-v, UV . a . .... : ; , , , i • H6Xl1x. -• ?!,310- vi1 y. Ati,: •1, .• --,4-" , ,; i t2,} I,. • [ Fe 11H- Vic 3 •i 121# : 1b-7.)Ftis 3 10-1 : , • ,- ; . -I- -- I 1±- I I .1-- Ii 315' Pi ; ! fitFP I I I 1 . ! 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I I ; A I ',. • I . ; , , , • 1 : ; i K1-- >*, 1. • -i.- •• ; , 1 e; : • • ; , . ; ; • I -! • 4, •• . _;: .; 11 1 , . ,. J;,1 •• _,-11r, .i,i:,. . ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description P11).6- mA-s-r CAAff,e. By r\t, Checked Date 57 zn Date Scale Project SE, QLf 000g 5o/1-4- Mort, fiLAct_ Job No. iSO )1) • 101,4 Sheet No. Title Block Line 1 You can change this area using the 'Settings' menu item and then using the °Printing & Title Block° selection. Title Block Line 6 [eel lbea Description : Pipe Mast CODE REFERENCES Project Title: Engineer: Project Descr: Proiect ID: Printed: 25 MAY 2019, 3:07PM 8070 BJThornas1600 T-Mobpe1624.SE04000B South.Center PlaceLSWcturpl Engineeringlsoulh nter.place;ec6. 'INC.;19832018rBulld:10.181.91,Vec10.18.7.31:: Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Applied Loads Beam self weight NOT intemally calculated and added Load(s) for Span Number 2 Point Load : W = 0.6480 k @ 8.0 ft DESIGN SUMMARY Fy : Steel Yield : E: Modulus : 35.0 ksi 29,000.0 ksi Service loads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Vertical Reactions 0.813 : 1 Pipe3 Std 3.110 k-ft 3.825k-ft +D+0.60W+H 2.500ft Span # 1 91 2.601 i -0.026 I Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 58 >=50 58 >=50 97 >=90 1145 >=90 Support notation : Far left Is #1 Design OK Values In KIPS 0.095 : 1 Pipe3 Std 1.244 k 13.078 k +D+0.60W+H 0.000 ft Span # 1 Load Combination Support 1 Support 2 Support 3 Overall MAXimum Overall MINimum +0+H +D+L+H +0+Lr+H 4D+S4H +040.750Lr+0.750L+1i +0+0.750L40.750S4H +040.60W+H 40+0.70E+H +0+0.750Lr+0.750L+0.450W+H +040.750L+0.750S+0.450W+H +0+0.750L40.750S+0.5250E+H +0.60D+0.60W+0.6011 +0.600+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only -2.074 -0.933 -1.244 -0.933 -0.933 -1.244 -2.074 2.722 1.225 1.633 1.225 1.225 1.633 2.722 i ScC s g-vic.E W r not5 DTfk2T Foe- 1-1 -l)c S �2 Title Block Line 1 You can change this area using the 'Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 • ean` Description : Pipe Mast (service wind) CODE REFERENCES Project Title: Engineer: Project Descr: Prolect ID: Printed: 25 MAY 2018, 3:O6PM ::8070. BJ Thomas1600 T-Mobilel624SE04000B SouthENERCenter. Place._Structural\Englneeringlsouth. center: place.ece CALC; INC.1983.2018, Bui d 10.18.1.31, Ver.10.18.1;31.' Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 35.0 ksi 29,000.0 ksi Span = 2.50 ft Pipe3 Std Span = 10.50 ft W(0j228) Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 2 Point Load: W = 0.2280 k @ 8.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Pipe3 Std 4 k-ft 3.825 k-ft +D+0.60W+H 2.500ft Span # 1 6-.525 T:525 In 0.915 in -0.009 in Service loads entered. Load Factors will be applied for calculations. Ex IS'TI1✓ (4tg t›ME Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 165 >=70.0 165 >=70.0 275 >=118. 3253 >=118. Design OK 0.033 : 1 Pipe3 Std 0.4378 k 13.078 k +D+0.60W+H 0.000 ft Span # 1 Vertical Reactions Support notation : Far left Is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 Overall MAXimum Overall MINimum 40+H +04t-4H +0+Lr+H +D+S+H +D40.750Lr40.750L+H +0+0.750L+0.750S+H +0+0.60W+H +0+0.70E+H +D+0.750Lr40.750L+0.450W+H +0+0.750L+0,750S+0.450W4H +0+0.750L+0.750S+0.5250E4H 40.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only -0.730 0.958 -0.328 0.431 -0.438 -0.328 -0.328 -0.438 -0.730 0.575 0.431 0.431 0.575 0.958 L9Se P — 3x u PIP' 11) • i I i ' i i I 1 1 • L I i 1 [ - I 1 i L.. ! P_Pe.: 1.014•Pr C.DA'fivte-rscloil! 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Checked Scale Project 5,0m-li eve7-e4 02.46 Job No. Date Sheet No. Simpson Strong -Tie" Anchoring & Fastening System s for Concrete and Masonry SET XP® Design Information - Concrete SET-XP® Tension Strength Design Data for Threaded Rod in Normal -Weight Concrete' Nominal Anchor Diameter (in.) SIMPSON Stronerie Characteristic '/= cage:-... ..y,i,:;:�i v,::-...,.. .,_�� , ;._:: ;c?:`'i,,. .... ,.;_. '".S.',...... ! .:. .. r �YSIeeIS1Te _ngttl , .. .. -I m.:InTenSlen:j�;,. .:.:.: i: i t'0i' :+v �;•::;... 1 Minimum Tensile Stress Area I A,�e i In° 1 0.078 0_. i 0.226 � 0.334 '. 0.462 ` 0.606 ', 0.969 I Tension Resistance of Steel -ASTM F1554, Grade 36 4,525 j 13,110 ; 19,370 26,795 i 35,150 i 56,200 Tension Resistance of Steel -ASTM A193, Grade 87 ! ' 9,750 , 17,750 : 28,250 41,750 ; 57,750 75,750 03 Symbol Units 3/4'// 1 12•1,125 66,660 1106,590 , 34,540 : 55,235 (ASTM A193, Grade 68 & BSM) I 0 , Strength Reduction F•actor- Steel Failure i - 0.75r 0 ', .. Concrelo Breakout Strength in Tension (2,600 psi s Pi's 8,000 per i Effectiveness Factor- Uncracked Concrete L k, , 1 - ! 24 1 Effectiveness Factor - Cracked Concrete ker - 17 •1 Strength Reduction Factor - Breakout Failure • Bond. Strength. In Tension (2,500 pal $ 1'c's 8,000 psi)'?', ' i Characteristic Bond Simnelha" `1 !?rkuna i psi ;; 770 • 1,150 , 1,060 1 970 i 885 , 790 620 , Uncracked Minimum �. U • 236 i 2�. ! 3'h _..I 3'h _ .. t-- 3?Yi._ : _. 4 , .__. §..... Concrete's. ; Permitted Embedment Depth Range Maximum : < ... 1 in_ .:L_7,� ' •12'h f 15 _., :-•-17'h ; 20 ...._ Characteristic Bond Strengths'^" " - , Ecri r¢a' 1l psi . s 595 510 _ 435 i 355 ! 355 345 345 Cracked ! ' Minimum .t j ..t::':.., -',' 3 r...__._ 5-_.I__ 6 .. _•_.._.?• 8...... 10_. Concrete''' ' Permitted Embedment Depth Range - her ` ' in,' •- I - , .. ., . I maximum 7 h 10 • 12'h 15 17'h 20 25 "` . Bond Strength In Tension - Bond Strength 1Reduction Factors for Continuous Special,Inspection, : 0.65° • a Strength Reduction Factor - Dry Concrete Strength Reduction Factor -Water -saturated Concrete -hat s 12da Threaded Rod • • Tension Resistance of Steel -Type 410 Stainless (ASTM A193, . Nsa ib, `. 8,580 15,620 24,860 , 36,740 50,820 Grade B6) Tension Resistance of Steal -Type 304 and 316 Stainless ; j 4 445 18 095 12,880 ' 19,040 ! 26,335 - I 0.65° 0.45° , Additional Factor for Water -saturated Corxxete - het s 12da i it',, 1 - WA 1 0.84 •-i- 0.45' ! Strength Reduction Factor -Water-saturated Concrete - het >12da I. mr,cl , - Additional Factor for Water -saturated Concrete - ha > 12da , )(Sato° 1 - 0.57 ':':` • :; , •. ,:.; . ... • , .. : ,: .Bond Strength in Tenslen =Bond Strength Reduction Fact rs for Periodic Special Inspection ' . 1 Strength Reduction Factor - Dry Concrete Oay.at i - 0.55° i Strength Reduction Factor -Water-saturated Concrete - hat s 12da &ar.p! i - 0.45' i Additional Factor for Water -saturated Concrete - he s 12da Ksatot° I - 1 i 0.93 • 0.71 Strength Reduction Factor -Water-saturated Concrete - het> 12da !asp 1 - 0.45° Additional Factor for Water -saturated Concrete -het > 12da . Ksawie ! - 0.48 1. The Information presented In this table Is to be used In conjunction with the design criteria of ACI 318-11. 2. Temperature Range: Maximum short-term temperature of 150°F. Maximum long-term temperature of 110°F. 3. Short-term concrete temperatures are those that occur over short intervals (diurnal cycling). 4. Long-term concrete temperatures ere constant temperatures over a slgntlicant time period. 5. For anchors that onto resist wind or seismic loads, bond strengths may be Increased b 72%. 6. In water -saturated concrete, multiply rk,,,a and rja by K. 7. The value of 4 applies when the load combinations of ACI 318 Section 9.2 are used. If the toad combinations of ACI 318 Appendix C are used, refer to Section D.4.4 to determine the appropriate value of 4. 8. The value of ¢ eppties when both the bad combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4 (c) for Condition B are mat. If the load combinations of AC1318 Appendix C are used, refer to Section 0.4.4 to determine the appropriate value of 4. 9. The value of 4 applies when both the bad combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4 (c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.4 (c) for Condition A are met, refer to Section D.4.4 to determine the appropriate value of m. If the toad combinations o1 ACI 318 Appendix C are used, refer to Section 0.4.5 to determine the appropriate value of 4. 10. For anchors Installed In regions assigned to Seismic Design Category C, D, E or F, the bond strength values for' ' anchors must be multiplied by aN,sera = 0.80. 11. For anchors installed in reglons assigned to Seismic Design Category C, D, E or F, the bond strength values for 1' anchors must be multiplied by woes = 0.92. 12.The values of fo used for calculation purposes must not exceed 8,000 psi (55.1 MPa) for uncracked concrete. The value of f , used for calculation purposes must not exceed 2,500 psi (17.2 MPa) for tension resistance In cracked concrete. 13. For applications where maximum short-term temperature Is 110°F (43°C) and the maximum tong -term temperature Is 75°F (24°C), bond strengths may be Increased 93%. No additional Increase Is permitted for anchors that only resist wind or seismic toads. ' Seepage 12 for an explanation of the load table Icons, _Ogg. - 0.55° O 41 IS Simpson Strong -Tic° Anchoring & Fastening Systems for Concrete and Masonry SET-XP® Design Information - Concrete SET-XID€' Shear Strength Design Data for Threaded Rod in Normal -Weight Concrete' Characteristic '••••••••-•C' Symbol Units 113 1/2 .. .-:.„ ...t...:,.. , , r... -.,.:. ,-.,. ,. :, ...: , .,:,•°,,. : .,.:•,.:• •:••1'4tdel&frifriatt &fitiar,-..-•';'' ..'• Minimum Shear Stress Area ! i•- • A. n.2 0.078 k 0.142 j 0.226 1 0.334 0.462 I 0.606 0.969 I i 2,26(C , 4,911›,865 I 11,625 1 16,080 , 21,090 33,720 Shear Resistance of Steel -ASTM F1554, Grade 36 . Shear Resistance of Steel -ASTM A193, Grade 87 • ' ' 4,875 I 10,650 16,950 I 25,050 $ 34,650 ! 45,450 72,675 Grade B6) : ,, Ill '1\4,290 I 9,370 14,910 • 22,040 $ 30,490 ; 40,000 63,955 ' Shear Resistance of Steel -Type 410 Stainless (ASTM A193, ..irsa .:•••:1 _ $ • ' $ ,•1 I I 1 1... ___ _ .A. . ._. .,, . __. . . . ., ... _ 0 Threaded • (ASTM A193, Grade 88 & B8M) --A. • , l , i 4_ : 1: ••*1 I , 2,225 ' 4,855 ; 7,730 • 1 ,420 I 15,800 20,725 33,140 -C Shear Resistance of Steel -Type 304 and iii-S-tainie. - •:" . I ; : , , . $ • ' Rod . Redudion for Seismic Shear -ASTM F1554, Gmde 36 ••:-.:1 • •••• I . : I . I • ;0.87 0.78 , 0.68 L 0 65 C ' ReducUon for Seismic Shear -ASTM A193, Grade B7 : : • .: '• . :.. 0.87 : 0.78 ' 0.68 0.65 < i • Reduction for Seismic Shear - Stainless (ASTM A193, Grade 136) _ i Uuseiss - ; 0.69 !,... 0.82 J_ . 0.75 . . ! 0.83 :_ 0.72 (1) Reduction for Seismic Shear- Stainless > 0.69 0.82 . 0.75 1 0.83 0.72 ..... . (ASTM A193, Grade B8 & B8M) ..i. , (i) i , : Strength Reduction Factor - Steel Failure : ib .. - 0.652 a) ()amino' Anchor Diameter (in.) v. 1/4 74$ SIMPSON Sta.ongTie 11 in* 1 1/4 • • . • . • , '• Concrete Breakout Strength In Shear Outside Diameter of Anchor , do In. ; 0.375 0.5 , 0.625 0.75 I 0.875 1 1.25 1 < Load Bearing Length of Anchor In Shear ' e In . het - __.. _ . ... .. • Strength Reduction Factor - Breakout Failure I ill ' - . , 0.702 • Concrete Pout Strength In Shear • • Coefficient for Pryout Strength . kg) L. .- , 1.0 for hat < 2.50"; 2.0 for kik 2.50" .70' Strength Reduction Factor -.Pryout Failure 1.7he Information presented In this table is to be used In conjunction with the design criteria of ACI 318-11. 2. The value of applies when the load combinations of ACI 318 Section 9.2 we used. II the load combinations of ACI 318 Appendix C ere used, refer to Section 0.4.4 to determine the appropriate value of 05. 3. The value of 41 applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.3 (c) for Condition B are met. If the load combinations of ACI 318 Section 9.2 ere used and the requirements of Section 0.4.3 (c) for Condition A are met, refer to Section 0.4.3 to determine • See page 12 for an explanation of the load table Icons. the appropriate value of 4'. If the load combinations of ACI 318 Appendix C are used, refer to Section 0.4A to determine the appropriate value of 0. 4. The value of Si applies when both the load combinations of ACI 318 Section 9.2 are used and the requirements of Section D.4.3 (c) for Condition B are met. If the load combinations of ACI 318 Appendix C 803 used, refer to Section D.4.4 to determine the appropriate value of Si. 5. The values of V., are applicable for both cracked concrete and uncracked concrete. For anchors Instated in regions assigned to Seismic Design Category C, 0, E or E V. must be multiplied by okks. for the corresponding anchor steel type. 43 1i.1i; , 1I G4;!!:• ,, 01101 4•; ; 1•;1 . !,..., i•:,I1 • ,e1 rek4r .;'.:! •; II"1i 1 -.-4_!I,-i•,:, ,• . .. _ -(2 , 12,1 ,II,1i i LiLr,,1v-i--I1i•.,., .1 -• 7v..i111P.i 4 ; ; - . , I 1--;,-• . , , \;,•[ vt, _,,_ \vci.,.._;,_ ,..__ , i I, ,1, , i__ J__ ! i __„... ; 1 1.• 4 .„.. .L...,;... 1..k,,/,,f),15.4. I I ; ; ; )!•!, I I ! : ; ! ' " 1, - . ! • ;&! Li I_____L____!, ,.. I ; , )(s/ i # (tsb I VI : • I = ii,e/ ' • 1 i1 1 I 1 • , -I- ! I • i - --- ! , . , ; : . , , • L. ;itviET); , . 1 ; i I • i 1 • , • , , 1 ! 1 , . I• i ' , i . 1 i 1 ..I. 1 ; ..1. ..1... ! • • 4 -4 - • , • . i , . ; ; 1 i --4- r: i 1- , 1 i • I . , .1. ..i [...J i ..1 1 ! , •,- , .... ! -4- -I - , , -1--. , .1.--- ! : I, • i..... - I - -aJ... •• ....L... L I. ' ! 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I-• r- i ; 1 . i ilti 5g p 0i; v114400 1 go0 Wi / i Spivismi/ ;(6cr.:- pc' e ! if '' fotig, /nr.1, it/ i . • . . , T 1 ii 1 t ; 1 1 ; i C"- I 14FLI1ECiJ7°4") itV (-0 L'ipli-3! i _J ei 10-11 P5 (84 0. .<",.... ............1..... ' Pa. 1011 1:31!SF fl 11.-i0 + (t) I- ("I' z! 4 (ii) 0.1f/ +- t. , 3 A2- , , .1.. .i.- , i -"!. • T ' 1: 1 • • ; 11 ii i , ; ! I 1 , ' • 1- . 1 ; , ,, , I I i , , z, i --s i .yil .s: , , . , ; i I . _.!,_ 1. • i ks ' , , , , 1 i• ! ; , , . : , • , , , , 1 .. i, ,, „ Date .,/vsyit i• ; •-r- .; - 4= ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgenglneering.com Description By (;) AmMA 12 ET IN s-E, To Checked Date Scale Project 50,1-1-1 ctJTE(L_ (AC.E Job No. 12> 0?-0 • 2. 4-1 Sheet No. 0- !r Benftey . Current Date: 5/25/2018 3:26 PM Units system: English File name: R:\ Wireless Projects\ 2018 Wireless Projects\18070 BJ Thomas\600 T-Mobile\624 SE04000B South Center Place\ Structural\Engineering\SE0400a It .4F;Iii:Bentleyn Current Date: 5/25/2018 3:27 PM Units system: English File name: R:\Wireless Projects\ 2018 Wireless Projects\18070 BJ Thomas\600 T-Mobile\624 SE04000B South Center Place \Structural\Engineering\SE04000E Load condition: DL=Dead Load .094(Kip] .094(KIp] .094[Klp] .094(Kip] 0.094(KIp] .094(Kip] Loads MI Bending moments ® Concentrated - Member: z x 161 ,F iB\Jnttey Current Date: 5/25/2018 3:27 PM Units system: English File name: R:\ Wireless Projects\ 2018 Wireless Projects\18070 BJ Thomas\600 T-Mobile\624 SE04000B South Center Place \_Structural\Engineering\SE0400 Load condition: Wz=Wind in Z Loads 1.1 Bending moments Concentrated - Member: Pressure - Members Zo %;Bentley. Current Date: 5/25/2018 3:27 PM Units system: English File name: R:\ Wireless Projects\ 2018 Wireless Projects\18070 BJ Thomas\600 T-Mobile\624 SE04000B South Center Place\ StructurallEngineering\SE04000E Load condition: Wx=Wind in X Loads IIII Bending moments A Concentrated - Member: Pressure - Members 21 _F_A• Bentley* Current Date: 5/25/2018 3:27 PM Units system: English File name: R:\ Wireless Projects\_2018 Wireless Projects\18070 BJ Thomas\600 T-Mobile1624 SE04000B South Center Place\ Structural\Engineering\SE04000E Load condition: ID3=DL+0.6Wz Fv 3 IA— Z I tc 7 10. 2 tiT; Member stresses Members [KIP/In2] — 9.92 _ 8.58 7.24 5.89 4.55 1 3.20 1.86 �0.52 -0.83 -2.17 -3.51 -4.86 = = -6.20 -7.54 -8.89 -10.23 ZL Bentley Current Date: 5251201e 330 PM Units system: English File name: R:V.1Mreless Projects\_2018 Wireless Projects\18070 BJ Thomas1600 T-Moh0e1624 SE040008 South Center Plac&Strudunt0Errpineedng1SE04000B South Center Place_NALetz\ Analysis result Reactions Condition ID540.6DL40.6Wx 1 -0.00830 0.00813 0.00000 0.00000 0.00000 0.00348 3 -0.00830 0.00813 0.00000 0.00000 0.00000 0.003443 11 -0.48573 -0.03505 -0.00230 0.05164 0.13589 1.65406 12 -0.48573 0.64489 0.00230 0.08855 0.13589 1.65408 SUM -0.98806 0.62810 0.00000 0.14019 027178 3.31503 Cond5ion 108=0.6DL+0.6Wz 1 0.00003 0.00813 0.00830 0.00348 0.00000 0.00000 3 0.00003 0.00813 0.00830 0.00348 050000 0.00000 11 0.00000 0.30492 051422 2.79953 050000 0.00000 12 0.00000 0.30492 051422 2.79953 0.00000 0.00000 Y MY SUM 0.00000 0.62610 1.04505 5.60597 050000 0.00000 ��F x I Fy kc Condition ID7•0.613LwA74Wx49A24Wz 2 Fx 1 -0.00587 0.00813 0.00587 0.00245 0.00000 0.00245 �� 3 .0.00587 0.00813 0.00587 0.00245 0.00000 0.00245 MZ�w 11 -0.94325 0.06468 0.36178 1.98585 059803 1.16887 12 -0.34325 0.54517 0.3850D 201193 059803 1.16887 Direction of positive !woes end moments Forces Kiel Moments IKb 01 Node FX FY FZ MX MY MZ COM01on ID10L 1 0.00000 0.01354 0.000130 0.00000 0.00000 0.00000 3 0.00000 0.01354 0.00000 0.00030 0.00000 0.00000 11 0.00000 0.50820 0.00007 0.11882 0.00000 0.00000 12 0.00000 0.50820 0.00000 0.11882 0.00000 0.00000 SUM 0.00000 1.04349 0.00000 0.23385 0.00000 0.00000 Condition ID2=0L+0.6Wx 1 -0.00830 0.01354 0.00000 0.00000 0.00000 0.00346 3 -0.00830 0.01354 0.00000 0.00000 0.00000 0.00348 11 -0.48573 01 -0.09230 0.09837 0.13589 1.65408 12 -0.48573 0.84817 0.00230 0.13528 0.13589 1.65408 SUM -0.98808 1.04349 0.00003 0.23365 027178 3.31503 Ccndflon ID3 OLw.6Wz 1 0.00000 0.01354 3 0.00000 0.01354 11 0.00000 0.543820 12 0.00000 0.50820 0.00830 0.00348 0.00000 0.00000 0.00830 0.00348 0.00000 0.001300 284826 0.00000 0.013000 ® 284828 0.00000 0.00000 SUM 0.00000 1.04349 1.04505 5.69943 0.00000 0.00000 Condition ID4 DL+0A24Wx40.24Wz 1 -0.00587 0.01354 0.00587 0.00245 0.00000 0.00245 3 -0.00557 0.01354 0.00587 0.00245 0.00000 0.00245 11 -0.34325 0.28796 0.38178 203258 0.09603 1.18887 12 -0.34325 0.741345 0.38503 205888 0.09603 1.16887 SUM -0.69823 1.04349 0.73850 4.09814 0.19205 234282 SUM -0.89823 0.62810 0.73850 4.00268 0.19205 2.34202 Pagel Page2 Title Block Line 1 You can change this area using the 'Settings" menu item and then using the 'Printing & Title Block' selection. Title Block Line 6 eel'Be` Description : Pipe Mast Gamma/Zeta (service wind) CODE. REFERENCES. Project Title: Engineer: Project Descr: Project ID: Printed: 25 MAY 2018. 3:49PM 0 BJ.Thoma51600 T Mobi1e1624.SE04Q00B,Squfh. Center PlaCAIStructure0Englneeringlsaulh centerplace.ec.._ "' `' ' ^=ENERCALC INC.1983-2018; Bufld;10.18.1:31;;Vera018.t:31 Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties . Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : E: Modulus : 35.0 ksi 29,000.0 ksi Applied Loads Beam self weight NOT Internally calculated and added Load(s) for Span Number 2 Point Load : W = 0.0890 k @ 8.750 ft Point Load: W = 0.1510 k @ 7.250 ft DESIGN SUMMARY Service Toads entered. Load Factors will be applied for calculations. Maximum Bending Stress Ratio = Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.159: 1 Pipe4STD 1.124 k-ft 7.073 k-ft +D-+0.60W+H 2.500f1 Span # 1 .511 in 0.307 in 0.004 in Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Vertical Reactions 410 >=360 410 >=360 684 >=180 7579 >=180 Design OK 0.024 : 1 Pipe4STD 0.4496 k 18.611 k +D+0.60W+H 0.000 ft Span # 1 Support notation : Far left Is #1 Values In KIPS Load Combination Support 1 Support 2\ Support 3 Overall MAXimum Overall MlNimum +04H +0+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D40.750L+0.750S+H +D+0.60W+H +D+0.70E+H +040.750Lr40.750L+0.450W4H +040.750L40.750S40.450W4H 4040.750L+0.750S+0.5250E+H 40.60D40.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only -0.749 -0.337 -0.450 -0.337 -0.337 -0.450 0.989 0.445 0.594 0.445 0.445 0.594 2y • I : ; ; i 1 I1 . 1 ; _ ; --1---If----------1----1--4--1----- i----I----1.- I , i • • I I.XLg, 7-'1.-141/4 ea41---7-:Ar& I I I I I HI I ; 1 • I • i , . ;-- I, -I- - . -I- I -,-----4— • C,R4 vs:rY :.: -r1-)6 ,,v..c.fettse: 4A/I tit/fit 0ri fo.g ,r114 Ireo.os- liodAt?, 1 , mip_794_,efc,,r. fl;-0,1v5, I _frkci. 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(.7.\ frI 66': ! ; to 7,-tt • , (p) 63,A: 1 ' (21 PisliN ; ; 19 st , , • Z9- 41) Vt-TkAsi-re 60o If lAsvieb>1. i L1\ 1`61Ai\ , • i l• :i• i i (I) rco A CAB • ; Vi? 0 if ; 1 • 1 ; . [ i, • I 1 • • ___;___--,1-. I ... .I._ •I I I I I I ; I I. ! I L. . t. • 1 I ;- t , I• t • -.- • ; , I I I I I I . I I • I • I ' I. • i I , ; 1 I i ; , ! , i 6-152.2 I.IPr !....1 T. ; Dq:c_rzjep.cHe 1: 1 ! ; I I i ' , . , • : ; 1 , t • , •• 1 - ; . --1- • I • ..t. ; .1.- •--; ---- -i• : • ,• • , , i , , , , 1 • I , - -,- . , • _.i • I -.1 - , ,, : ! : !. • 1, -J, ••! , , •••1••• i ,. , I , , ' ; • L_ :, i 1 L ; 1 .1,.... I 1 . I i - 4 1 • 1-••• -I-- I i 1 . 1 , , ; ! ; .; I 1 r , 1, , , i ! , -.... .-- -,- -- -., t ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgenglneering.com Description • I , , 1 1 1 ' i • ' ..I I i ; ; i 1 ; 1. I ! . ; 1 : , 1 ; ; _ L •_ 1.. - i . . ; I i. , I 1 I II I .i. , • , 1 1 I I i j i 1 1 I " I ; . 1- I I- I •-•1.- I I I i I- I I! - . !. - I i I I I ! i ; I I I • By NA 1- Date 5-avis, EX s-T g I) Checked Scale Project St 091(012° COtAlf Car'( Job No. /WV b24i Date Sheet No. 25 Product Specifications COMMSCOPE FFHH-65GR3 RF Connector Quantity, high band RF Connector Interface Color Grounding Type Radiator Material Radome Material Reflector Material RF Connector Location Wind Loading, frontal Wind Loading, lateral Wind Loading, maximum Wind Speed, maximum Dimensions Length Width Depth Net Weight, without mounting kit 4 4.3-10 Female Light gray RF connector Inner conductor and body grounded to reflector and mounting bracket Aluminum I Low Toss circuit board Fiberglass, UV resistant Aluminum Bottom 1055.0 N @ 150 km/h 237.2 Ibf @ 150 km/h 355.0 N @ 150 km/h 79.8 Ibf @ 150 km/h 1433.0 N @ 150 km/h 322.2 lbf @ 150 km/h 241 km/h I 150 mph 2437.0 mm I 95.9 in 640.0 mm I 25.2 in 235.0 mm I 9.3 In 57.9 kg I 127.6 Ib Remote Electrical Tilt (RET) Information Input Voltage Internal RET Power Consumption, idle state, maximum Power Consumption, normal conditions, maximum Protocol RET Interface RET Interface, quantity Packed Dimensions Length Width Depth Shipping Weight Regulatory Compliance/Certifications Agency RoHS 2011/65/EU China RoHS SJ/T 11364-2006 ISO 9001:2008 42, 10-30 Vdc High band (2) I Low band (1) 1W 10 W 3GPP/AISG 2.0 (Single RET) 8-pin DIN Female I 8-pin DIN Male 1 female I 1 male 2590.0 mm I 102.0 in 752.0 mm I 29.6 In 380.0 mm I 15.0 in 84.4 kg I 186.1 Ib Classification Compliant by Exemption Above Maximum Concentration Value (MCV) Designed, manufactured and/or distributed under this quality management system ©2018 CommScope, Inc. All rights reserved. All trademarks identified by® or TM are registered trademarks, respectively, of CommScope. All specifications ore subject to change without notice. See www.commscope.com for the most current information. Revised: February 12, 2018 poge 3 of 4 May 25, 2018 �1 FRONT ELEVATION ECM DIMENSIONS MANUFACTURER NOKIASEVENS NEIONT: 01 DEPTH: SF WIDTH: 37 MAXIMUMCANNETWEIOM (NTH MODULES) YII[LBS TOPVIEW C1 NOKIA SIEMEMS FLEFCOA SPECIRCA710N Ad 10 SCALE: NTS 3 RIF CABINET MOUNTING PUNDIT T • •Mobile• •. • CF017011WA710R1 SOUTH CENTER PLACE SE04000B 10400 00UNICRRRR PARKWAY TNRWGA. WA 00100 - • w1D BUILDING PERMIT IO70Rn OM M. Palo osmnm m QVMS 1NTTm.P0P0 Art Aa®nN latm®m.nva en LARS PREPARED RE B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851.1106 • RAM. 0111 - 1HR. WI n ED NSu7m ALLA a4 • RAYOMO 01P0RRAT10R1 00TWALE ONN061 NI.OL19000 MIMS ue01M3.n tiltafto AM T P .Ta"i 000EG90114SWA01 11.4 101NP CANT VI Renvwamlm • PAWING TITLE W660a1MOTTO, 40 NN= MILT4000 NN ALL wAwOmanna 91. CMumamWOR 4.1.0: NNW I01 MW 11. GI01A1®TOMal BTS EQUIPMENT DETAILS • RAWIRO ROE ER: A-3 MANUFACTURER NOKIA MODEL ABTA AIR SCALE DIMENSION(NIWOO) 1.9-.8St Mr WEIGHT: 4.63 L8S 1 ARIA DETAIL M SCALE IDS MANUFACTURER NOKIA MODEL: AMOK AIRSCAI F SUBRACK POWER INPUT: AS V DC DIMENSION (I8W1D)1t.7• 17$ a 278• WEIGHT: 50.7 LBS AMOB/FCOA Install OM AUOD DETAD. SCALE: NIB MANUFACTURER NOKIA M00a ASIA AIR SCALE DIMENSION(6WI13) IK 6.3 i 14.5• WEIGHT: 683 L85 1/1B0D05 OPOTAI ASIA plug in unit EIRMum GPs- /IGEthemet GSP5BectJiwl &C61 (n&Out (SFP+) Ethemet(W45) Paver 0BVDC) Subrack atta116)an bAOGE Mud SAS AD EKtamal SM art • Real (STP1) C)22 ASIA DETAR M SCALEN5 .• —Mobile- .mARU60RNA110NI SOUTH CENTER PLACE SE04000B 16400 606TNCB1R[R PARKWAY TLIKWDA, WA6aisa •_•• .D 60IQ BUILDING PERMIT . . R N16T011R am Ma MIM MIOMMNI MI S SI I QN0n ICaim 10NLA0 AMIMI. MI=0®.ava .. US PR6PAM'ID r, B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206451.1106 • SAWN11ri NC. Ws A sa • amnia oIPe6NA11an WWI ryMIA6m 1 OO MICT6. W„WAI, AU o a0apW e A.Mf102011 MOoMM MI 410 MM.. W. FIMMUMMO OP TM M PYOIMIVI aO MAIMI aO STO IMM O.NCMO6O[IMI MIMTIE AMMIMII 10 IM IMMI. MIMI IIIMWIOnNL®W64lM.1m WENT IMMCAYNplI® • SAW1110 TIRES GENERAL DETAILS • 6AWOTO 1117112166 A-4 sssait.••...7-- Z1.17, ---- iFFT_- •riTTR'.� IM>.sTM1TGas,IF•ITss�'tv,: ...,tip iiaS-a '3 .5Ls iFis7•M:F.4.5; �!':4'9,:-11r... iri,,l,.,11,11.r. MCi�i•.•^•516.�I',r..•,•i. +, V:,n.'n�.y:u=v ilfaiINNIIit:.:4"f, BOTTOM BRACKET TOP BRACKET 1 ANTENNA BRACKET ATTACHMENT DETAIL A.6 SGLE NES OFPKA DETAIL Aa SCALENTS ANTE/ON 2 ANTENNA ATTACHMENT DETAIL A'b SCALE WM RADIO MOARE FOR EmYO-OhR II MANUFACTURER NOKIA MODEL AHLOA FREOUENCI' RANGE: TED POWER CONNECTOR TBD SUPPLY VOLTAGE: TBO INPUT VOLTAGE RANGE: TBD EXTENDED INPUT VOLTAGE TBD NET WEIGHT: 83.9 LEIS DIMENSION (LEWD) 221'E 122E7.5' 122 7S TOP VIEW ==== =1=cc u lJ FRONT VIEW 3 AHLOA DETAIL A.6 SCALE: MIS SIDE VIEW T • -Mobile- MAC, D FORMATIOM, SOUTH CENTER PLACE SE04000B 16400 SODMCEMTER PARKWAY TRKWRA. WAAm66 nn BUILDING PERMIT .. • N HISTORY. m m Eom em �T se en PM iEon6 OR Awan NVAI Win Rand A6tl An LANLS PREPARES) BY. B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851.1106 • WMSY "'I IY A u mr • HARM INFORNNATIONO m,oT8.12 ne A.LO.moeAw pee Ala onnewei mama on iseteen re wam,o,mrwmWneeoO• 60e1,@,ne IAaWRIPf Inne L OMWnuYw.m,e,eAnDW,w.® alone mmamenn = edmunmrmw¢1 Ane Pdennl •AEI Au..memmaeke By niece nen eneliAL YY16CA • RAWDO TTTLE GENERAL DETAILS • RAWLMO MIN® A-5 'NOTE AN1EINA AND APPURTENANCE ANCHORAGE: W GENERAL THE APPIRTENANCE0 WALL MOM' TO SAS PPES (Ld'OA) c0t1 ECIID TO EXISTING BRACKETS TINT ARE BOLTED TO THE FACE OF THE ATE WALL TIE APPURTENAMES AT THE WREN EAST CORERCP THE PENR43l1SE SHALL MOLAR TD P STANDARD PIPES. ATTACH TH@ APPURTENANCES TOTE PPE MOUNTS BMX THE MDWTNG)AR7NAREPROVDED BY THE MANUFACTURER AND N ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS. SEE STRUCTURAL REPORT BY CO ENGREERNG DATED S252018 FOR ADORONAL DETAILS. (E) T.MOB5.E 0113:0.1719OS.A2M ANiEHLW MOUNTED ON PPE MAST (ETA SECTOR: 01P (E) T.m08132 rts20101436SBAMAAMENNATO BE REPLACED WJ(p)(1) ' Wwr UNToAr • MOED 0NON 07 0e1D PPEUASMAST (OAIOIA SECTOR DPAIDW110 (E) T.10WIE eicOCC421912SAGA ANTENNA MOUNTED ORPIPE MAST 1GAMMASECTOR 2BP Afl WTH1 �(E) RIA.DOC ROOFTOP (1) TNSOWLE I W17AR07OST19EUA ANTEIINA MOUNTED ON (E) PPE MASTT (EPSILON SECTOR 260" ramUlTO 0 (E) (I) F(RJ. 11) FWB 6 M) OPLE>®5 MOUNTS) BEIOND ANTENNA ON (E) PPE MAST NOTE: (El (3) HYWRD CABLES 17DUTED FROM (O COVPS 9 BM EOLLPMBS TO COUPS ow Top of PENTDUSE IDn6) 7Ir CON( GABLES ROUTED W/f21VPS. (D BB WIENERS PEER SECTOR) ROMEO BELOW COWSCR BACK OPBTa CA®2TE rn COWS 11WDRF.DON BACK OF (E) MS CARDER) .4 (6)ISPL0071S 12 PEMsEmoR) ` MOUNTED ON (E) ) UMSTRUT E1(LRTRASRE CAUCUS �0,� ��_ AW(PI CD Fe011WN85 \. (BEESHT.AJ FOR gIBDET OETAE3) ADD 1 ABIOS ADD 1 AMOR 2 ARAND NARK REMOVE 4 LIE FAOF8 AND., FERABiCS. MCP SYSTEM MODULO FORUMT80S2I T4108ILE MS CABINETS 3IPLEXERS 11OUNTE0 ON (EE) UNISIRUT FRAME (REMOVE (0 FRIA) (E) (1) COUP MOUNTED ON (E) ET71PM®7 PLATFORM ON PENTHOUSE ROOF 1-',..__(q DUDD0G ROOFTOP (1) COUP MOUNTED ONCE) EOE WADE PLATFORM ON PEN7NOuSE R00F I1) FRU. (1) FNFBB(4)OPL01ERRS MINTED BEHIND ANTENNA ON (E)PPE MIST 741085.E N®0(.3:11BDSAal Nr1ENNA 1ADUHRED ONIg1PE MAST (ALPHA SECTOR:10). AMMO (1) STYLE 3C TMA MOUNTED ONPDITHOISE ROOF T410805 wW001#ATIAMIDNNATO BE REPLACED 0(F)D )0) (0 ANTENNA 6 MOUNTED O)4 (MEM(e'CO) ULPHA SECTOR: I3P AMMO (E) (I) FRB TO BE RERACS) WV(P) m AOGA0 MOUNTED MOM CP)AROMA (1) FRIG MOUNTED BEN0DAODNA El(o WPLE7ER5/ECCIB2D PVUB M000IED ON ANTENNA PPEMNST (E) (I) T410WLE ANTENNA *1 .12190S.A2M 1101MTED ON (E) PPE NAST (DELTA SECTOR MTALMUDE El (I) NEB MOUNTED BOODANTEJIA (1) COUP MOUNTED ON (E) EOIBPMMEM P1ATFORM ON PEN411I0USEW (B) (11 BELATD BEREPLACED1W(P)(B AN0DA A11D11NIED MOW NITDOU (1)T4IOB1LE ANTENNA 418L 11BDS.AR. MOUNTED ON (E) PPE MAST (BETA SECTOR 270.AIIWTI1) T.1OBBElO fl4 Q®ADIANTEx1ATORE REPLACEDWV)RXMA FCANIA1 A MOONOR TED RES (BETA RECTOR 197 MAIM 4h* `(E) BOLWl0 ROOFTOP PROPOSED ENLARGED SITE PLAN 2334 SCALE: YOB'• T 11:17SCALE: .TT16' • 1 T • -Mobile- !Err INFORILAIIDW SOUTH CENTER PLACE SE04000B 1400 ROLTMOENTER PARKWAY TURVIDA. WABRIB6 FOR BUILDING PERMIT mom N18TON0 m W. 1NAAWIIRA MIMS AnOm meraco A .FOR Rdlaa SJT MISS LTA0.10 en A 02191 01A901210111161,0 RR PREPARED Y) B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 RAWMM _emit. ern A RAINING RPORMA110111 BJ 000 YD NOONuo.a 0200 WIC W WWI DAM ALL RAOW ntl TIC utMwlamNlNmMneSRO 0071311000,000 AMMO TITLES PROPOSED ENLARGED SITE PLAN REMO SCOURER: A-1.2 TOP OP ROOF 62-0'(62.0)61.1 MIT- OORE,OBXNN0565BA2M ANTENNA6 AN6XX.3319DSA2M ANTENNA MOUNTED ON PIPE MAST (GAMMA SECTOR) (E) TWOS/LE ANE00033IBDS.A2M ANTENNA MOUNTED ON PIPEMAST (ZETA SE Ap TOP OF 741030E ANTENNAS 81,3- . T4r �(0061LETe•R11•ADCENIER Ara. TOP OF PENTHOUSE TTO`AGL (E) T41071IIE US CARNETS ALPHA SECTOR OUSTING (1) m610(.3319OSAa4NRBpA 6 (1)/00#04656580.34AMENUI MOUNTED ON PIPE W T. (BEYOND) (NOT SEEN INTNS VIEW) (E)T.MOBILE 4211311.3316054.21A ANTENNA HAUNTED ON (E) PPE/MST (DELTA SECTOR) (E) Ti1OBILE ANTENNA 01 .tl19DSA2M MOUNTED ON PIPE MIST ()ETA SECTOR) /•(E) LE DE0363319D9A2MANIEMIA MOUNTED ON (E) PIPE JUST (EPSILON SECTOR) TOWER TOP EOUIPMENT/ANTENNA COUNT: (E) (1) NBXX33190SA2TE ANTENNA ALPHA (E) (1) DBX4H656.5BA2M ANTENNA -ALPHA (E) (1) H1312633190SA264 ANTENNA-0ELTA (E) (1) OBXN4656SBAIM ANTENNA -BETA (E) 11) NBXX.33190S-A211 ANTENNA -BETA (E) (1) HB)0(ST190SA2M ANTENNA- EPSILON (E) (1) H6XX33190SA2M ANTENNA GAMMA (E) (1) DBXNN•6565B41.261 ANTENNA GAMMA (E) (1) H83X331903412M ANTENNA -ZETA (6) COVPS (3 NEAR ANTENNAS.3 NEAR CABINETS) (E) (4) Taws (E) (2)FETUS (E) (6) Aff85 (E)(3) RUM (E) (24) DIPLEXER6 (E) (3) STYLE 3C TMAS 011 EXISSING NORTHWEST ELEVATION A3 SCALE:NTS T •-Mobile- INJECT)/FOR-ATpNI SOUTH CENTER PLACE SE04000B 16400 OOUTNOENTER rARXWAY TURVOA. WA DMRS ED TORT BUILDING PERMIT -ION NIETORYI PAIIP P-OORt•A RI A Ae cm mmeaP 6,7 0 Nm, aewm MIMEO. LANs PREPARED Ws B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 68270 206.851.1106 RAD01 RY RYI n R6 AMINO 06OR TAVOID ROT 1.1.14.r0n3. 4am1.noa3m NA mom= No ADwcao.66 m10nnvoa ..oPMsatla r<I1aMPmIN0011e 010.1.0 nuenl®nTCW1211 Noa 011.PM14 mNIT.E0 MTo =tl CRIMODe1313 1atiMPAV ffMAIM. Mtl11401 0.11:00tl AT VILV W.Dofo RAWINO TILE SITE ELEVATION RAW1146 NUNRETD A-2 'NOTE ANTOJ A AND APPURTENANCE ANCHORAGE IN GENERAL THE APPURTENANCES SHALL MO(NT TO S AS PPES (3S OD.) CONNECTED TO EXISTING BRACKETS THAT ARE BOLTED TO TIE FACE OF THE CO/IOETE WAIL THE APPURTENANCES AT THE NORTHEAST CORNER OF THE PENTHOUSE SHALL MOUNT TO P STANDARD PIPES. ATTACH THE APPURTENANCES TO THE PIPE MOUNTS WITH THE MOUNTING HARDWARE PROVIDED BY THE MANUFACTURER AND NACCORDANCE WITH T®( INSTALIATON IN9TRUCTI068. SEE STRUCTURAL REPORT BY CO ENGINEERING DATED S-26.30111 FOR ADORIONAL DETAILS. (E2T-I01ROE/OD004666564211AKTEIRATOEREPLOCEDW/PIG) g1l01-66443 ANIMA A P,(1)O93XX13190SALN 401001IA MOUNTED ON(Firm PPE MASTS (GAMMA (E) T4A08TE BT$CABPETS ((D (2) ULTRABRE CARNETS IIEPUCE)W0 v)(4 FOCA GAMETE) TOP OF ROOF B S2.rY (ezeTAGL (E) T4406ILE IH6X1(.R12OSA2M ANTENNA 0OUN106 ON PPE MIST )4TASECIO', TOP OF T.A OBILE ANTENNAS TJtl61LE RAD CORER 7 -T A 76'-111AGL TTOP OF PENW R1SE ALPHA SECTOR EXISTING D) IH/224331006 AMIAN1DNA A 00 T,21036E AMBNATOOE RS'6A W9(P)(1)IFFI014SGN ANTENNA A MOUNTED ON PIPE MAST.(6ETOID) (NOT SEEN IN TEI VIEW) T440BIU II®10(.33IBDSA2M ANTENNA MOUNTED ON (E) PIPE MAST (DELTA SECTOR) A,� T4A060.E ANBDhU1B0SA2M ANTENNA MOUNTED 021(EPWE MIST (BETA SECTOR) MMO{MIED ONON(E) TAPE MIST ANTENNA (EPSILON SECTOR() (6) 1,1100RE 10ID004662622A2MANT060MT0 EREPUCEDY0(P(() RR01450413 J TQOIA A MOUNEE ON (p(SXS(39D0) POE MAST (ETA=TOR) TOWER TOP EQUIPMENT/ANTENNA COUNT: (E) (1) HB)003319DSA2M ANTENNA ,ALPHA (P) (1) F9111-65CA3 AN188U46PHA (E) (1) H370(.3319D942M ANTENNA -DELTA (P) (1) FFH0465C. 0 AHTIIOA.OETA (E) (1) HBXX.3319DS.A2M ANTENNA SETA (E) (1) 2810(-3319DS 12M ANTENNA -EPSILON (E) (1) H4OL331903-A2M ANTENNA .3AMMA (P) (1) FFHH4SC413 ANTENNA -GAMMA (Ej (1) HBX%.33160SA2M ANTENNA .ZETA (B) CORPS (3 NEAR ANTENNAS. 3 NEAR CABINETS) (E) (4) RIGS (q (2) FRL/S (E) (6) FH FBS (P) MAMMA (E) (2A) DIPLOMAS (E) (3) STYLE 3C TMAS ©1 PROPOSED NORTHWEST E.VATION SCALE: Nib T • -Mobile- CT DiFORMATION) SOUTH CENTER PLACE SEO4000B 16400 SOUTAR/JI 1 PARKWAY TFKWIA, WA1M18S 0 FWD BUILDING PERMIT NI3TORYI PIC sve A 4Wm616 CRAM lrt A 11RA6aoa1MAIM PRLPAPRO3120 B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 2064841.1106 RAWN Angt Tm a ILA 00600 RAWTNO DWORMAWON2 mwnOWL .41 am CONTRACION KLEITYERry OIL W Cca049006a 86 aTNmvaW O 0AI06A000116R616....0101m100 w1e 00....10 A4 RI iefft. M411I„A]M1>0, a)N11.910.5T,Or DOMONUUM04aw W,AWC MM1A101 amflR06q 1wIGUIWAKDWx.1AD O lMUP11YT.Y,RKs1penm RAWAO TOLE, SITE ELEVATION RAWING RUMTIEIO A-2.1 1 1_5611q004, spviill ciptiti4 111/14 ; ; • 1 ; 1 i - I 1 1 • ..1 I /tYS'F 1 1 ; r 1 4'1,0,C4'rcowc.4 1 , I; • . 1 • H6rEilliA111-1 19'1 Ir 1 1 1 ! 1 Icgio_t!Hiotis__ pgy_41 i _ _ ...1. 1 I 1 1 1 t tawcA; 44(0-tioLx 1(y.,1(1Yrex A) --r 344- '6:fili-211 154 • , .1 . 2 ?al I 1 I ,. ; , 4:t .1r- I I 1, 1). 1 (9. 1LJ. #- 1 0('Li 1 1 ; .1 •• ' 1 1 I li 1 ; ! . 1 1 1 • i. . - ; .1. • ; • I.; • i t; - 1. i 1 1 1' i.. ; -!- - +- •I . t • . i __.:1_ r• 1 t I 1 1 1 j -1 i I I 1 ..... 1. .1._ 1 ...1 .. 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ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By T Checked Date Date Scale project sr_ ogi 000g Soirr* fibitt- Job No. 17070, 67.7 Sheet No. ; 1 1 ; - 1 loN4 ;an ?; ;;;;;Wintnt E 55 56 65 56 56 65 56 55 fifi fig 66 66 55 gfi sfi kk kk kk NU UN sk kk kk IS ewe 88 �e 1 a iN V 41 + y 0 m�mr�oEEHMI 11110 L �G N •n { m, a a n,) ij C Q a 9 i 1 o::y,:s A7.3.0 NU NN NN UN kk kk kk kk kk e-ev goys fro 3 00.1 t.s II , 1. . ' . I • '. 1 1 , , . .1- • .1 . I ..., - . Cri<bi/&':4-, oft ril-gtp ,i iT;c1 bi '0, 4 >• i zs--# • .° 0 . 1 ' • : . . . . . • , ' i • 1.- •i•- 1 1 ;. , • . , 1 ; , , . ; i • • , , 0 ..,._ _..; + -I . '• 1 • ..-1_ •,' •-1, .,.. ; _3_.-4 --- j I... .. 1 9_ r, Se i. rgoog i go, v i / i slitifs,i,il st r:-xe $ . bi'l imite; mi A /I i : ,. i 1 i 1 1 , • r • r ----I-- : i-- 1,, - . . ! • • • , 1._ , • .,.. , . 1 . I 1 I , , --i Date epv 17. ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgenglneerIng.com Description By 9,-, Checked Date Scale Project you,rn waft( ,Li6tt Job No. 17-o 70, g17- Sheet No. 13 'P. ,005- AtJAL45- -Ei! i I1 ieboi.l 4- I On4441,zrd (lvi'• Ii Ij1 'I• jI1 :, 1• 1_ 1. , , 1 .i.... ., 1‘ 1, p• 1 - 1 --i- ,.4(.. ! , - 4_-i • : • I I, I •' . ,T '1 ..; 1- I .1 i __I. • i I Mod t . '0 IA ep.)(2)s•)1(. os7 me i , ; . , , , : , .1 •-;f ! 1 1 1 ! I 1 • I .- I . 1. ; : 1 ! 1 I, • I 1 r ! 1 I 1 I i : • S ; 1 i__ •I___ i L _, t_.,, _... , • ,..... .4... :, ...,.. ' ' !, • IV; t,21)154- 139 1-(0)3S'ii(2)15'1-11)351(fOr :-"i / [Fipioco 1 1 i-- —1, ; , i , , i , ! I T ----- ; L i : ..i.-—•.i,1 1 — 1-- i, •Ir ...i ''' st- --f- I r 1 .. -1 -1 I1I 1 L ,- i 1 , ' —I- —I. I— 1- --I- i. i , • i • --"-- -T-. . - I1• I.1• ,1. . I, .I1I 1•I. _4.I .1'!. 1 . II1 ''•' 1I1 41i •i1-- •.i 1 1 li 1 . , , ! • - i ; 1 . "1 ... ....... _ . .. I..__ 1.......1..........i.... . i 1 . 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I, 1 I I I I : : i • , BY err ENGINEERING 250 4th Ave. South • Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineerIng.com Description Date 4/0,2/17 Checked Date Scale Project $t (91245 Covrif CfArrgie Job No. )7070 61 Sheet No. ;61 h\-1, 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. RECEIVED Check items submitted with application Information Required. - Additional materials may be required. OCT 1 6 2018 Community Development APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. X 1. Application Checklist (1 copy) indicating items submitted with application. X 2. Completed Application Form and drawings (5 copies). X 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". X 4. Application Fee: See Land Use Fee Schedule. X 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). N/A • 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. • X 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. N/A 8. Sensitive Area studies and proposed mitigation (if required). X 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 engineer explaining the need for the proposed wireless communication facility at that location. Additionally, W:\@SHAREPOINT FOLDER RESTRUCTURE Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Wireless Communication Facility.docx 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 OCT 16 2016 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 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 16400 Southcenter Parkway, Tukwila, WA 98188 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 Toss 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 IVcc€--" (ai..4 (city), I,444- (state), on ‘_.J \4 r 12' , 20 / O tc-t \ s 1ZudlcVLG (Print Name) 35-'62v,/ Ave -Sr (Address) (Phone Number) — %G 7 — ( 0 0 (p S Ill ePce- (Signature) On this day personally appeared before me t/<'24 /L 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 BEMRE ME ON THIS J�_ i �DAY O ( , 20 /" RECEIVED OCT 16 2018 NO RY ; C in and or the to I2te of Was�'ington resi mg a� �� q Y ��1�i�L��-- Community My Commission a pires on IPA j! 4, Z/ Development W:\@SHAREPOINT FOLDER RESTRUCfURE\Rcference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONSIDRAIT Wireless Communication Facility.docx CITY OF TUKWILA$WIRELESS oLTELE- Department of Community Devel ,ti• 6300 Southcenter Boulevard, Tukwila , COMMUNICATION Telephone: (206) 431-3670 C1 .,r L 6 �0�� FACILITIES Itgk APPLICATION FOR STAFF USE ONLY Planner: File Number: y g, , I %3 ] sc _ 0 ` � ) 0 l ` Application Complete Date: Project File Number: n--0 O ' 7 PI- aK Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: T-Mobile SE04000B - L700 Mod BRIEF DESCRIPTION OF PROJECT: Making modifications to an existing wireless facility. CIRCLE TYPE : TYPE 2 TYPE 3 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. 16400 Southcenter Parkway, Tukwila, WA 98188. Parcel: 2623049021 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 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: Max Kvern Address: 650 S. Orcas Street Room 103, Seattle, WA 98108 Phone: 206-434-7019 E-mail: max.kvern@taec.net Signature: Date: 10/15/18 W:\@SHAREPOINT FOLDER RESTRUCTURE\Reference\APPLICATIONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONS\DRAFT Wireless Communication Facility.docx ■ ■ ■ ■m. 1 •1 Technology 'Associates ■ SOUTH CENTER PLACE 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SITE NUMBER: SEO4000B RFDS. VER R3.4 LATITUDE 47° 27' 19.0" N (47.455278) LONGITUDE 122° 15' 42.0" W (122.261667) GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX FROM T-MOBILE BOTHELL 4 OFFICE: PROPERTY RADOVICH PROPERTIES, LLC REMOVE ALL LOWBAND ANTENNAS (3). KEEP T-1 TITLE SHEET & PROJECT DATA ath, OWNER: 2835 82ND AVENUE SE, STE S-I EXISTING 1 QUADS PER SECTOR FOR 8 C G-1 GENERAL NOTES 1. DEPART NORTH CREEK PKWY TOWARD NORTH CREEK TRAIL 0.3 MI MERCER ISLAND, WA 98040 ADD 1 OCTOPORT (COMMSCOPE - FFHI+65C-R3) ON A-1 OVERALL SITE PLAN _ 2. TURN RIGHT ONTO NE 195TH ST 0.3 MI ALPHA, BETA AND GAMMA ONLY. REPLACE 3 FRLB WITH 3 AHLOA (CENTER ANTENNA). A-1 1 EXISTING ENLARGED SITE PLAN - - Nla i -1!• e 3. TAKE RAMP LEFT FOR 1-405 SOUTH TOWARD NO COVP SWAP. ADD 2 AMOB, 2 ASIA AND4 ABIA. A-1.2 PROPOSED ENLARGED SITE PLAN w a RENTON 24.1 MI - REMOVE 4 LTE FSMFS AND4 FBBA/FBBCS. A-2 EXISTING SITE ELEVATION ! - '-- J 4. TAKE RAMP RIGHT FOR I-5 NORTH TOWARD PROJECT TAEC MANAGER: TJ ELWELL KEEP SYSTEM MODULES FOR UMTS/GSM A-2 PROPOSED SITE ELEVATION ;,.• SOUTHCENTER BLVD & MALL 0.4 MI 650 SOUTH ORCAS ST #R-103 REPLACE (3) ULTRASITE CABINETS W/ (2) FCOAS FOR - - - A-3 BTS EQUIPMENT SHEET • l n A�Daeare 0 D -� 5. TURN RIGHT ONTO SOUTHCENTER BLVD 0.3 MI 6. TURN RIGHT ONTO 61 ST AVE S 0.1 MI SEATTLE, WA 98108 AMOB INSTALL. A-4 GENERAL DETAILS 110). �,q� la. 7. TURN RIGHT ONTO SOUTHCENTER PKWY 0.6 MI PHONE: 206-819-4727 PROJECT INFORMATION A A-5 GENERAL DETAILS ' on tj.elwel@taec.net THIS IS U�ISTAFFED AND RESTRICTED EQUIPMENT E-1 ELECTRICAL GROUNDING PLAN B ARRIVE AT 16400 SOUTHCENTER PKWY, SEATTLE, CONSTRUCTION TAEC AND WILL BE USED FOR THE TRANSMISSION OF E-2 ELECTRICAL GROUNDING DETAILS 16100 WA 98188 MANAGER JOHN SPALLUZZI RADIO SIGNALS FOR THE PURPOSE OF PROVIDING RF-1 RF DETAILS Ord SouMnneer P4w7 S..nl•, wA Y2188 650 SOUTH ORCAS ST #R-103 PUBLIC CELLULAR SERVICE. RF-2 RF DETAILS A� SEATTLE, WA 98108 PHONE: (425) 749-6001 T-MOBILE CERTIFIES THAT THIS TELEPHONE �� / �.. . � -• ZONING INFORMATION l�n-spalluzzi@lase-net EQUIPMENT FACILITY WILL BE SERVICED ONLY BY T-MOBILE EMPLOYEES AND THE WORK ASSOCIATED «Sq,'-- • 4 SITE NUMBER: SE04000B SITE TAEC WITH ANY EQUIPMENT CANNOT BE PERFORMED BY _ SITE NAME: SOUTH CENTER PLACE ACQUISITION: LESLIE GIBSON HANDICAPPED PERSONS. THIS FACILITY WILL BE . Air• • SITE ADRESS: 16400 SOUTHCENTER PARKWAY 650 SOUTH ORCAS ST #R-103 FREQUENTED ONLY BY SERVICE PERSONNEL FOR ~ �~'` 'I .'fit . 1 TUKWILA, WA98188 SEATTLE, WA 98108 REPAIR PURPOSES. PURSUANT TO THE AMERICANS +'. ' MO" �"'~ ^ '1.1 PARCEL #: 2623049021 PHONE (206) 276 8607 WITH DISABILITIES ACT (ADA), APPENDIX B SECTION 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT d��►, _. ;�; CURRENT ZONING: TUC leslie.gibson@taec.net ACT. " JURISDICTION: CITY OF TUKWILA ZONING: TAEC NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT VICINITY MAP GOV CODE: 2015 IBC. STANDARDS II AMENDMENTS, INAC51d0 MAX KVERN THIS LOCATION. BUILDING TYPE: - 650 SOUTH ORCAS ST #R-103 NO WASTE WATER OR SOLID WASTE WILL BE SITE TYPE: UNSTAFFED TELECOMM FACILITY SEATTLE, WA 98108 PHONE: (206) 434-7019 GENERATED AT THIS LOCATION. p ,,r,,,�-,_ its'A0.4.4"... UTILITY PURVEYOR T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE �,, POWER COMPANY: N/A RF ENGINEER: T-MOBILE HOUR PER TRIP. ALDRIN DIMABAYAO CODE COMPLIANCE TELCO COMPANY: WA 19807 NORTH CREEK PKWY N ALL WORK AND MATERIALS SHALL BE PERFORMED APPROVAL/SIGN OFF OF CONST DRAWINGS a..+..: BOTHELL, WA 98011 AND INSTALLED IN ACCORDANCE WITH THE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH - LEGAL DESCRIPTION CURRENT EDITIONS OF THE FOLLOWING CODES AS REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. ABBREVIATED ABBREVIATED PER ASSESSOR RECORDS. ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. CONSULTANT GROUP SIGN OFF it; a CONSULTING B.J. THOMAS, P.E. ON THESE PLANS IS TO BE CONSTRUCTED LANDLORD'S REPRESENTATIVE: DATE !^ ' 4. PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT ENGINEER: 7607 80TH AVE NE TO PERMIT WORK NOT CONFORMING TO THESE CODES. CONSTRUCTION MANAGER DATE: #77-51-55 AKA BLA #3-79 REC #7904180861 SD PLAT MARYSVILLE, WA 98270 2015 IBC, STANDARDS & AMENDMENTS, WAC 51-50 CONSTRUCTION PROJECT MANAGER: DATE: O DAF - POR SE 1/4 OF NW 1!4 BEGAT MONUMENTAL PHONE: 206-851-1106 bjthomas@bjthomaspe.comcastbiz.net 2015 IMC, STANDARDS & AMENDMENTS, WAC 51-52 PROJECT MANAGER: DATE: 16400 Sonthcent•, INTSN OF C/L'S OF SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD S 164TH ST TH S 845 5 E 2015 IFC, STANDARDS & AMENDMENTS, WAC 51-54 SITE ACQUISITION: DATE: 0kwy, f••ttb• WA 88188 325.05 FT TH S 0-25-58 E 30 FT TO AN INTSN WITH S _ 2015 NFPA - NATIONAL FUEL GAS CODE ZONING: DATE MGN SD STRANDER BLVD & TPOB TH CONTG S (PROPANE INSTALLATIONS ONLY) 2014 NFPA 58 LIQUEFIED PETROLEUM GAS CODE RF ENGINEER: DATE: 0-25-58 E 200 FT TH S 89-45-58 E 350 FT TH S 0-25-58 E 1093.20 FT TH N 89-43-19 W 626.31 FT TO E MGN SOUTHCENTER PARKWAY TH N 0-57-48 W 1241.85 FT TO A PT OF CURVE TH NLY 8 ELY ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91-11-50 79.53 FT TO S MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 LESS RD PER SUP COURT #09-2-19459-9 KNT - (PROPANE INSTALLATIONS ONLY) 2015 INTERNATIONAL FIRE CODE 2015 UPC, STANDARDS & AMENDMENTS, WAC 51-56, 51-57 2017 NATIONAL ELECTRICAL CODE 2012 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES ANSI / TIA I EIA -222 -G NFPA-101 - LIFE SAFETY CODE SAFETY PRECAUT BE IMPLEMENTED CONTRACTOR(S) TRENCHING IN ACCORDANCE WITH CURRENT STANDARDS CALL TWO WORKING DAYS BEFORE YOU DIG 811 (]� NATIONAL UTILITIES UNDERGROUND LOCATE ON SHALL ELECTRIC - RED TEL/CATV - ORANGE BY SEWER - GREEN PROPOSED - WHITE AT ALL GAS/OIL - YELLOW WATER - BLUE OSHA SURVEY - PINK T.. •Mobile - PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR. CBUILDING PERMIT HISTORY' —REVISION CHIC NO. DATE: DESCRIPTION: BY RECEIVED OCT 16 2018 Community Development A7/17/2018 REVISED BTS CABINETS BJT /528I2018 MNOR REV PER SA BJT /^,�\ / ' \ S/72018 REVISED PER REDUNES BJT / \ 3/28/2018 ISSUED DESIGN REVIEW BJT —PLANS PREPARED BY. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 -DRAWN BY: CHK. BY: I JL BJ —LICENSURE: 1 T tl U 1/ `►•Y 4tA —DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE: TITLE SHEET —DRAWING NUMBER. T-1 GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED 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 INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T-MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS 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. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. 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 NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEER'S SIGNED WET STAMP. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T-MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTORS RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. IREVIATIONS AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB ALUM ALUMINUM ANCHOR BOLT ANGLE ARCH ARCHITECTURAL BTS BASE TRANSMISSION SYSTEM BLDG BUILDING BM BEAM BOT BOTTOM B.O. BOTTOM OF BOC BOTTOM OF CONCRETE BOS BOTTOM OF STEEL CONTROL JOINT CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS CTR CENTER DIA/0 DIAMETER DTL DETAIL EXISTING EA EACH EXPANSION JOINT ELEC ELECTRIC/ELECTRICAL ELEVATION EQ EQUAL EW EACH WAY EXP EXPANSION EXT EXTERIOR FLOOR DRAIN FIN FINISH FIN FLR FINISH FLOOR FLR FLOOR FTG FOOTING GA GAUGE GALV GALVANIZED GYP GYPSUM GB GYPSUM BOARD HM HOLLOW METAL HOR HORIZONTAL HR HOUR HEIGHT HVAC HEATING VENTILATION AIR CONDITIONING INSUL INSULATION INT INTERIOR LEGENDS 8: SYMBOLS CHAIN LINK FENCE CEDAR FENCE POWER TELCO POWER/TELCO COAX OVERHEADPOWER CENTERLINE REVISION BUG ELEVATION VIEW BUG ELEVATION VIEW BUG DETAIL BUG SECTION BUG JT LAM LF MANUF MAX MHCH MM MIN MISC MTL NIC NOM NTS OC OD OH OPNG OPP PcSP PR PSI PSF PT RAD RD REINF REQ'D RM RNV SCHED SECT SQFT STD STL STRUC TEMP THK T.O. TOS TOC TYP UNO VCT VERT WWWM x JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PROPOSED PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REINFORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE W I�R�TICAL WELDED WIRE MESH — P — p — P — P — P — P — P — P- - T — T — T — T — T — T — T — T- - P — T — P — T — P — T — p — T — — COAX — COAX — COAX — COAX OH OH OH OH — coAx — OH DETAIL NUMBER SHEET NUMBER TOP OF XXXXX XXX'-X" AGL DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER RECEIVED OCT 16 2018 Community Development T - -Mobile- -PROJECT INFORMATION. - SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT —REVISION HISTORY: CNN. NO. DATER DESCRIPTION, BY1 A7/17/2018 REVISED BTS CABINETS BJT / V \ 529/2018 MINOR REV PER SA BJT / ` \ 5/72018 REVISED PER REDLINES BJT /' \ 328/2018 ISSUED DESIGN REVIEW BJT —PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHIC. BY: JL BJ _LICENSURE. T H 0, 4. y o 7 '0,�,' llS'f14��('�4- -SS,AUANL 1:T1G DRAWING INFORMATION: [DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE. GENERAL NOTES DRAWING NUMBER: G-1 SOUTHCENTER PARKWAY CLIM Ico r Cl- to 1p L _ _ PROPERTY LINE 273.72' — PARCEL NUMBER: 2623049021 ZONING: TUC _ _ PROPERTY LINE 279.01' STRANDER BLVD J J (E) T-MOBILE BTS CABINETS MOUNTED ON BUILDING ROOFTOP (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) T-MOBILE ANTENNAS MOUNTED ON (E) PENTHOUSE (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) OVERALL SITE PLAN 22x34 SCALE: 1" = 20' 11x17 SCALE: 1" = 40' 20' 0 10' 20' 40' LEGAL DESCRIPTION ABBREVIATED PER ASSESSOR RECORDS. PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT #77-51-55 AKA BLA #3-79 REC #7904180861 SD PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INTSN OF C/L'S OF SOUTHCENTER PARKWAY 57TH AVE S 8 STRANDER BLVD S 164TH ST TH S 8-45-5 E 325.05 FT TH S 0-25-58 E 30 FT TO AN INTSN WITH S MGN SD STRANDER BLVD 8 TPOB TH CONTG S 0-25-58 E 200 FT TH S 89-45-58 E 350 FT TH S 0-25-58 E 1093.20 FT TH N 89-43-19 W 626.31 FT TO E MGN SOUTHCENTER PARKWAY TH N 0-57-48 W 1241.85 FT TO A PT OF CURVE TH NLY 8 ELY ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91-11-50 79.53 FT TO S MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 LESS RD PER SUPCOURT#09-2-19459-9 KNT T--Mobile- PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR: rBUILDING PERMIT —REVISION HISTORY: CHN. NO. DATE, DESCRIPTIONS BY, RECEIVED OCT 1 G 2010 Community Development /^^, , ' \ 7/17/2018 REVISED BTS CABINETS BJT / 5292018 MINOR REV PER SA BJT /^3�\ / ` \ 5/72018 REVISED PER REDLINES BIT /' \ 328/2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHIC. BY: JL BJ —LICENSURE: , T FI04 c+• OP wAsyHs 1v o L 37041 R iR/'%'/ST14V��. SS'ON1L \•.; `. —DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE' OVERALL SITE PLAN DRAWING NUMBER: A-1 (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (ZETA SECTOR: 340° AZIMUTH) (E) T-MOBILE #DBXNH-6565B-A2M ANTENNA MOUNTED ON (E) PIPE MAST (GAMMA SECTOR: 310° AZIMUTH) (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (GAMMA SECTOR: 280° AZIMUTH) 1.'\_(E) BUILDING ROOFTOP E) (1) T-MOBILE ANTENNA #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (EPSILON SECTOR: 250° AZIMUTH) (E) (1) FRIJ, (1) FHFB & (4) DIPLEXERS MOUNTED BEHIND ANTENNA ON (E) PIPE MAST NOTE: (E) (3) HYBRID CABLES ROUTED FROM (E) COVP'S @ BTS EQUIPMENT TO COVP'S ON TOP OF PENTHOUSE. (E) (16) 7/8" COAX CABLES ROUTED W/ COVP'S. (E) (6) DIPLEXERS (2 PER SECTOR) MOUNTED ON BACK OF BTS CABINETS (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) (4) DIPLEXERS #ECC1920_PVUB, (1) FHFB & (1) FRIG MOUNTED ON ANTENNA PIPE MAST zi—(E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) (3) COVP'S MOUNTED ON BACK OF (E) BTS CABINETS \''''--.„(E) BUILDING ROOFTOP (E) T-MOBILE BTS CABINETS (E) (2) FRIG, (2) FHFB, (1) FRLB 8 (8) DIPLEXERS MOUNTED ON (E) UNISTRUT FRAME (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF (E) (1) FRIJ, (1) FHFB & (4) DIPLEXERS MOUNTED BEHIND ANTENNA ON (E) PIPE MAST (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (ALPHA SECTOR: 100° AZIMUTH) (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) (1) T-MOBILE ANTENNA#DBXNH-6565B-A2M & MOUNTED ON PIPE MAST (ALPHA SECTOR: 130° AZIMUTH) (E) (1) FRLB MOUNTED BEHIND ANTENNA (E) (1) FRIG MOUNTED BEHIND ANTENNA (E) (4) DIPLEXERS #ECC1920_PVUB MOUNTED ON ANTENNA PIPE MAST (E) (1) T-MOBILE ANTENNA#HBXX-3319DS-A2M MOUNTED ON (E) PIPE MAST (DELTA SECTOR: 160° AZIMUTH) (E) (1) FHFB MOUNTED BEHIND ANTENNA (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF (E) (1) FRLB MOUNTED BEHIND(E)ANTENNA (E) (1) T-MOBILE ANTENNA#HBXX-3319DS-A2M MOUNTED ON (E) PIPE MAST (BETA SECTOR: 190° AZIMUTH) (E) (1) T-MOBILE ANTENNA#DBXNH-6565E-A2M MOUNTED ON (E) ANTENNA PIPE MAST (BETA SECTOR: 220° AZIMUTH) �(E) BUILDING ROOFTOP EXISTING ENLARGED SITE PLAN 22x34 SCALE: 3/8" = 1' 11x17 SCALE: 3/16" = 1' _ T . •mobile. —PROJECT INFORMATION SOUTH CENTER PLACE SEO4000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT HISTORY: —REVISION CNN. NO. DATE4 DESCRIPTION: Bra RECEIVED OCT 16 2010 Developmei Community It //^^�\ / ' \ 7/172018 REVISED BTS CABINETS BJT / V \ 529/2018 MINOR REV PER SA BJT A5/72018 REVISED PER REDLINES BJT /'\ 328/2018 ISSUED DESIGN REVIEW BJT —PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 DRAWN BY: CHK. BY: JL BJ —LICENSURE: 1,T II 04, 3 iv C en 1. J7U4I Rrr7STlA‘S9 s'Y/ON\L v., O —DRAWING INFORMATION. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE. EXISTING ENLARGED SITE PLAN NUMBER. —DRAWING A-11 'NOTE: ANTENNA AND APPURTENANCE ANCHORAGE: IN GENERAL, THE APPURTENANCES SHALL MOUNT TO 3" XS PIPES (3.5" O.D.) CONNECTED TO EXISTING BRACKETS THAT ARE BOLTED TO THE FACE OF THE CONCRETE WALL. THE APPURTENANCES AT THE NORTH EAST CORNER OF THE PENTHOUSE SHALL MOUNT TO 4° STANDARD PIPES. ATTACH THE APPURTENANCES TO THE PIPE MOUNTS WITH THE MOUNTING HARDWARE PROVIDED BY THE MANUFACTURER AND IN ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS. SEE STRUCTURAL REPORT BY CG ENGINEERING DATED 5-25-2018 FOR ADDITIONAL DETAILS. (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (ZETA SECTOR: 340° AZIMUTH) (E) T-MOBILE #DBXNH-6565E-A2M ANTENNA TO BE REPLACED W/ (P) (1) t "FHH-65C-R3 ANTENNA & MOUNTED ON (P) 4• STD PIPE MAST (GAMMA SECTOR: 310° AZIMUTH) (E) T-MOBILE #HBX(-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (GAMMA SECTOR: 280° AZIMUTH) �(E) BUILDING ROOFTOP E) (1) T-MOBILE ANTENNA#HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (EPSILON SECTOR: 250° AZIMUTH) (E) (1) FRIJ, (1) FHFB 8 (4) DIPLEXERS MOUNTED BEHIND ANTENNA ON (E) PIPE MAST NOTE: (E) (3) HYBRID CABLES ROUTED FROM (E) COVP'S @ BTS EQUIPMENT TO COVP'S ON TOP OF PENTHOUSE. (E) (16) 7/8" COAX CABLES ROUTED W/ COVP'S. (E) (6) DIPLEXERS (2 PER SECTOR) MOUNTED BELOW COVP'S ON BACK OF BTS CABINETS (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) (4) DIPLEXERS #ECC1920_PVUB, (1) FHFB 8 (1) FRIG MOUNTED ON ANTENNA PIPE MAST (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) (3) COVP'S MOUNTED ON BACK OF (E) BTS CABINETS (P) (6) DIPLEXERS (2 PER SECTOR) MOUNTED ON (E) UNISTRUT REPLACE (E) (2) ULTRASITE CABINETS W/ (P) (2) FCOA CABINETS (SEE SHT. A-3 FOR CABINET DETAILS) ADD 1 AMOB ADD 1 AMOB, 2 ASIA AND 4 ABVI REMOVE 4 LTE FSMFS AND 4 FBBA/FBBCS. KEEP SYSTEM MODULES FOR UMTSIGSM (E) T-MOBILE BTS CABINETS (P) (1) AHLOA, (E) (2) FRIG, (2) FHFB, 8 (8) DIPLEXERS MOUNTED ON (E) UNISTRUT FRAME (REMOVE (1) FRLB) (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF �(E) BUILDING ROOFTOP (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF (E) (1) FRIJ, (1) FHFB 8 (4) DIPLEXERS MOUNTED BEHIND ANTENNA ON (E) PIPE MAST (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (ALPHA SECTOR: 100° AZIMUTH) (E) (1) STYLE 3C TMA MOUNTED ON PENTHOUSE ROOF (E) T-MOBILE #DBXNH-6565E-A2M ANTENNA TO BE REPLACED W/ (P) (1) t/FFHH-65C-R3 ANTENNA & MOUNTED ON (P) 3' XS (3.5" OD) (ALPHA SECTOR: 130° AZIMUTH) (E) (1) FRLB TO BE REPLACED W/ (P) (1) AHLOA & MOUNTED BEHIND (P) ANTENNA (E) (1) FRIG MOUNTED BEHIND ANTENNA (E) (4) DIPLEXERS #ECC1920_PVUB MOUNTED ON ANTENNA PIPE MAST (E) (1) T-MOBILE ANTENNA#HBXX-3319DS-A2M MOUNTED ON (E) PIPE MAST (DELTA SECTOR: 160° AZIMUTH) (E) (1) FHFB MOUNTED BEHIND ANTENNA (E) (1) COVP MOUNTED ON (E) EQUIPMENT PLATFORM ON PENTHOUSE ROOF (E) (1) FRLB TO BE REPLACED W/ (P) (1)AHLOA & MOUNTED BEHIND (P) ANTENNA (E) (1) T-MOBILE ANTENNA#HBXX-3319DS-A2M MOUNTED ON (E) PIPE MAST (BETA SECTOR: 220° AZIMUTH) (E) T-MOBILE #DBXNH-6565B-A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA 8 MOUNTED ON (P) 3' XS (3.5" OD) PIPE MAST (BETA SECTOR: 190° AZIMUTH) �(E) BUILDING ROOFTOP PROPOSED ENLARGED SITE PLAN 22x34 SCALE: 3/8" = 1' 11x17 SCALE: 3/16" = 1' T--Mobile- _PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT HISTORY: -REVISION CHK. N0. DAM DESCRIPTION, BYI R CEIVED CT 1 b 2018 Community evelopment /^/,�\ / ' \ 7/17/2018 REVISED BTS CABINETS BJT / V \ 529/2018 MINOR REV PER SA BJT / \ 5/7/2018 REVISED PER REDLINES BJT / \ 3/28/2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 -DRAWN BY: CHIC. BY: JL 8J -LICENSURE. THOM .k. Or ,4 I It G 7. 1- 37UJ1l4V O ' R`K R/r'IS'f S47UNAL K''''' -DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE• PROPOSED ENLARGED SITE PLAN DRAWING NUMBER. A-12 TOP OF ROOF 62'-9" (62.8') AGL (E) T-MOBILE #DBXNH-6565B-A2M ANTENNA & #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (GAMMA SECTOR) (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (ZETA SECTOR) TOP OF T-MOBILE ANTENNAS 81'-3" AGL jib T-MOBILE RADCENTER 77'-3" & 78'-11"AGL TOP OF PENTHOUSE 73'-0" AGL (E) T-MOBILE BTS CABINETS ALPHA SECTOR: EXISTING (1) #HBXX-3319DS-A2M ANTENNA & (1) #DBXNH-6565B-A2M ANTENNA MOUNTED ON PIPE MAST. (BEYOND) (NOT SEEN IN THIS VIEW) (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (DELTA SECTOR) lI (E) T-MOBILE ANTENNA #HBXX-3319DS-A2M MOUNTED ON PIPE MAST (BETA SECTOR) (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (EPSILON SECTOR) TOWER TOP EQUIPMENT/ANTENNA COUNT: (E) (1) HBXX-3319DS-A2M ANTENNA -ALPHA (E) (1) DBXNH-6565B-A2M ANTENNA -ALPHA (E) (1) HBXX-3319DS-A2M ANTENNA -DELTA (E) (1) DBXNH-6565B-A2M ANTENNA -BETA (E) (1) HBXX-3319DS-A2M ANTENNA -BETA (E) (1) HBXX-3319DS-A2M ANTENNA- EPSILON (E) (1) HBXX-3319DS-A2M ANTENNA -GAMMA (E) (1) DBXNH-6565B-A2M ANTENNA -GAMMA (E) (1) HBXX-3319DS-A2M ANTENNA -ZETA (6) COVP'S (3 NEAR ANTENNAS, 3 NEAR CABINETS) (E) (4) FRIG'S (E) (2) FRIJ'S (E) (6) FHFB'S (E) (3) FRLB'S (E) (24) DIPLEXERS (E) (3) STYLE 3C TMA'S I. J EXISTING NORTHWEST ELEVATION SCALE: NTS T • •Mobile- -PROJECT INFORMATION SOUTH CENTER PLACE SE04000B 18400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: CNN. NO. DATEt DESCRIPTION: BY: RECEIVED OCT 182018 Community Development //y�\ /////3�\ 7/17/2018 REVISED BTS CABINETS BJT 5292018 MINOR REV PER SA BJT /,\\ �A 5/l2018 REVISED PER REDLINES BJT 3282018 ISSUED DESIGN REVIEW BJT —PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 DRAWN BY: CHIC. BY: JL BJ _LICENSURE: 1 TH04f � OY WAS!/4. 0 SSAIKLL 0,c' DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE. SITE ELEVATION —DRAWING NUMBER: A-2 'NOTE: ANTENNA AND APPURTENANCE ANCHORAGE: IN GENERAL, THE APPURTENANCES SHALL MOUNT TO 3" XS PIPES (3.5.O.D.) CONNECTED TO EXISTING BRACKETS THAT ARE BOLTED TO THE FACE OF THE CONCRETE WALL. THE APPURTENANCES AT THE NORTH EAST CORNER OF THE PENTHOUSE SHALL MOUNT TO 4" STANDARD PIPES. ATTACH THE APPURTENANCES TO THE PIPE MOUNTS WITH THE MOUNTING HARDWARE PROVIDED BY THE MANUFACTURER AND IN ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS. SEE STRUCTURAL REPORT BY CG ENGINEERING DATED 5-25-2018 FOR ADDITIONAL DETAILS. (E) T-MOBILE StDBXNH-6565B-A2M ANTENNA TO BE REPLACED W/(P) (1) #FFHH-65C-R3ANTENNA & (E) (1) #HBXX-3319DS-A2M ANTENNA MOUNTED ON (P) 4" STD PIPE MASTS (GAMMA SECTOR) (E) T-MOBILE BTS CABINETS ((E) (2) ULTRASITE CABINETS REPLACED W/ (P) (2) FCOA CABINETS) TOP OF ROOF 62'-9" (62.8') AGL (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON PIPE MAST (ZETA SECTOR) TOP OF T-MOBILE ANTENNAS 81'-3"AGL T-MOBILE RADCENTER 77'-3" & 78'-11" AGL Ab TOP OF PENTHOUSE 73'-0" AGL ALPHA SECTOR: EXISTING (1) #HBXX-3319DS-A2M ANTENNA & (E) T-MOBILE #DBXNH-6565B-A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA & MOUNTED ON PIPE MAST. (BEYOND) (NOT SEEN IN THIS VIEW) (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (DELTA SECTOR) (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (BETA SECTOR) (E) T-MOBILE #HBXX-3319DS-A2M ANTENNA MOUNTED ON (E) PIPE MAST (EPSILON SECTOR) (E) T-MOBILE #DBXNH-6565B-A2M ANTENNA TO BE REPLACED W/ (P) (1) #FFHH-65C-R3 ANTENNA & MOUNTED ON (P) 3 XS (3.5" OD) PIPE MAST (BETA SECTOR) TOWER TOP EQUIPMENT/ANTENNA COUNT: (E) (1) HBXX-3319DS-A2M ANTENNA -ALPHA (P) (1) FFHH-65C-R3 ANTENNA -ALPHA (E) (1) HBXX-3319DS-A2M ANTENNA -DELTA (P) (1) FFHH-65C-R3 ANTENNA -BETA (E) (1) HBXX-3319DS-A2M ANTENNA -BETA (E) (1) HBXX-3319DS-A2M ANTENNA- EPSILON (E) (1) HBXX-3319DS-A2M ANTENNA -GAMMA (P) (1) FFHH-65C-R3 ANTENNA -GAMMA (E) (1) HBXX-3319DS-A2M ANTENNA -ZETA (6) COVP'S (3 NEAR ANTENNAS, 3 NEAR CABINETS) (E) (4) FRIG'S (E) (2) FRIJ'S (E) (6) FHFB'S (P) (3) AHLOA (E) (24) DIPLEXERS (E) (3) STYLE 3C TMA'S I. I 1 ci)PROPOSED NORTHWEST ELEVATION SCALE: NTS T - -Mobile- -PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKW ILA, WA 98188 —ISSUED FOR:i BUILDING PERMIT HISTORY: —REVISION CNN. NO. DATE: DESCRIPTION: BY: RECEIVED OCT 16 2010 Community Development //^,�\ / ' \ 7/17/2018 REVISED BTS CABINETS BJT /'\ / 529/2018 MINOR REV PER SA BJT 5/72018 REVISED PER REDLINES BJT //Z�\\ /'\\\\ 328I2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHIC. BY: JL BJ —LICENSURE: %TNOA/' 0 01' WiISF/ IJ` `'^cam R/Y I$ ATL_0 ,ft- SANAL O'Cs =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE SITE ELEVATION DRAWING NUMBER: A-21 30" ■ 1 I 1 1. I ■ ��■ FRONT 4" J ELEVATION 64" 60" OVERALL HEIGHT i� 30" 60" 64" OVERALL HEIGHT SIDE 4" ELEVATION FCOA DIMENSIONS MANUFACTURER: NOKIA SIEMENS HEIGHT: 60" DEPTH: 30" WIDTH: 30" " MAXIMUM CABINET WEIGHT (WITH MODULES) 300± LBS TOP VIEW NOKIA SIEMENS FLEXI FCOA SPECIFICATION SCALE: NTS 30" 30" I 30" CABINET MOUNTING PLINTH T - -Mobile- INFORMATION: -PROJECT SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT HISTORY: —REVISION CHIC NO. DATE, OESCRIPTIONo BYo RECEIVED OCT 16 2018 ;:nmmunity Development / ' \ 7/17/2018 REVISED BTS CABINETS BJT / " \ 5/29/2018 MINOR REV PER SA BJT /"\ �/ smarm REVISED PER REDUNES BJT 1 \ 3/28/2018 ISSUED DESIGN REVIEW BJT —PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHK. BY: JL BJ —LICENSURE: THOM pY WAU!/. /J cI • H 7 17041. Q• SSA)N4AL 04C =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE. BTS EQUIPMENT DETAILS NUMBER: DRAWING A-3 MANUFACTURER: NOKIA MODEL: ABIA AIR SCALE DIMENSION (HxWxD) 1.9" x 8.3" x 14.8" WEIGHT: 4.63 LBS � a � iL is • •1 04. 1,1 I I I 1,1 ABIA DETAIL SCALE: NTS MANUFACTURER: NOKIA MODEL: AMOB AIRSCALE SUBRACK POWER INPUT: -48 V DC DIMENSION (HxWxD)12.2" x 17.6" x 23.8" WEIGHT: 50.7 LBS AMOB/FCOA install Subrack extension 2x1OGE Mini SAS -HD MANUFACTURER: NOKIA MODEL: ASIA AIR SCALE DIMENSION (HxWxD) 1.9" x 8.3" x 14.8" WEIGHT: 6.83 LBS 1/10Gbps Optical /1 G Ethernet (SFP- ) External SM ext - Flexi (SFP+) ASIA DETAIL SCALE: NTS 1 G bps Electrical Ethernet(RJ45) T - -Mobile- • =PROJECT INFORMATION' SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 -ISSUED FOR: CBUILDING PERMIT -REVISION HISTORY. CBR. NO. DATE: DESCRIPTION: •YI JCT 16 201B Community £ ey,plvprPTIt A7A71701S REVISED BTS CABINETS BJT A52Y/2018 MINOR REV PER SA BJT / ` \ 5/72018 REVISED PER REDLINES BJT / \ 3/28/2018 ISSUED DESIGN REVIEW BJT ==PLANS PREPARED BY* B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 -DRAWN BY. CHK BY JL BJ -LICENSURE: .T, d W4 1 J. 41, 5. it A , 170J1 ,J A- , t:STEP R -. 1()N1L /1* =DRAWING INFORMATION• DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 15 PROPRIETARY BY NATURE WI USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE. GENERAL DETAILS =DRAWING NUMBER: A-4 PARTS LIST ITEM # QUANTITY PART NUMBER DESCRIPTION 1 2 601257 ANGLE ARM 2 2 601256 MOUNTING CLAMP 3 2 601235-1 BRACKET 4 2 601235-2 BRACKET 5 1 601258 LABEL, ANGLE 6 4 600679-3 SPACER TUBE 7 14 100525-24 ME FLAT WASHER STAINLESS STEEL) 8 2 600419-8 M8x1.25x25mm LARGE CARRIAGE BOLT (STAINLESS STEEL) 9 6 6/1/7395 M8 LOCK WASHER (STAINLESS 1010 4 600419-10 M8x( 1.25x110mm LARGE HEX HEAD SCREW STAIN 11 6 204001-15 M8x1.25 HEX NUT (STAINLESS STEEL) 12 2 225244 CLAMP PLATE 13 8 600419-24 LARGE LOCK WASHER STAINLESS STEEL) 14 8 204001-21 M12x1.75 HEX NUT (STAINLESS STEEL) 15 4 600419-12 MT2x1.75x150mm LARGE CARRIAGE BOLT(STAINLESSSTEEL) 17 1 601584 MOLYBDENUM DISULFIDE GREASE BOTTOM BRACKET TOP BRACKET ANTENNA BRACKET ATTACHMENT DETAIL SCALE: NTS FPKA MOUNTING BRACKET M8x120 BOLT M10x120x105mm BOLT FMFA FIXING POINTS FPKA DETAIL SCALE: NTS 3" STD WT PIPE ANTENNA ANTENNA ATTACHMENT DETAIL SCALE: NTS RADIO MODULE FOR 60W700MHz RRH MANUFACTURER: NOKIA MODEL: AHLOA FREQUENCY RANGE: TBD POWER CONNECTOR: TBD SUPPLY VOLTAGE: TBD INPUT VOLTAGE RANGE: TBD EXTENDED INPUT VOLTAGE: TBD NET WEIGHT: 83.9 LBS DIMENSION (LxWxD) 22.1"x 12.2" x 7.5" TOP VIEW AHLOA DETAIL SCALE: NTS SIDE VIEW T--Mobile- =PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT HISTORY _REVISION CHN. NO. DATE: DESCRIPTION: BY: RECEIVED OCT 16 201U Community Development /� //4�\ 7/17/2018 REVISED BTS CABINETS BJT / V \ 529/2018 MINOR REV PER SA BIT / ` \ 5/72018 REVISED PER REDLINES BJT / 1 \ 328/2018 ISSUED DESIGN REVIEW BJT -PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: CHK. BY: JL BJ _LICENSURE: C II OA/ OC WA^ q/� /,I. ,." SAC 1v i. 37041 O C. =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE" GENERAL DETAILS -DRAWING NUMBER: A-5 r MGB (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES #4 & #6) BOND FROM (P) FCOA CABINET TO (E) MGB (E) MGB MOUNTED NEAR BTS EQUIPMENT (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES #4 & #6) BOND FROM (P) ANTENNAS & RADIO EQUIPMENT TO (E) AGB • (E) AGB MOUNTED ON (E) PENTHOUSE NEAR ANTENNAS (E) AGB MOUNTED ON (E) PENTHOUSE NEAR ANTENNAS • 44‘ BOND FROM (P) ANTENNAS & RADIO EQUIPMENT TO (E) AGB (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES #4 & #6) • ELECTRICAL GROUNDING PLAN 22x34 SCALE: 3/8" = 1' 11x17 SCALE: 3/16" = 1' (E) AGB MOUNTED ON (E) PENTHOUSE NEAR ANTENNAS (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES #4 & #6) BOND FROM (P) ANTENNAS & RADIO EQUIPMENT TO (E) AGB GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 7. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 8. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 9. GROUND BARS SHALL NOT BE FIELD MODIFIED. 10. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED5OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-OUTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. SYMBOL LEGEND: MGB TT AGB TT MASTER GROUND BAR 1/4"x4"x24" COPPER ACCESSORY GROUND BAR 1/4"x4"x12" OR 1/4"x4"x20" COPPER EXPOSED WIRING - - UNDERGROUND WIRING • CADWELD MECHANICAL CONNECTION T--Mobile- -PROJECT INFORMATION SOUTH CENTER PLACE SE040008 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT HISTORY: —REVISION CNN. NO. DATE, DESCRIPTION, BY, RECEIVED OCT 16 2018 Community Development /7/17/2018 REVISED BTS CABINETS BJT ^4\ / " \ 5/29/2018 MINOR REV PER SA BJT , ` \ 5/72018 REVISED PER REDLINES BJT , ' \ 328/2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 —DRAWN BY: CHK. BY: JL BJ L LICENSURE. iIIO4, � o Asy,:c i a� 17041 —DRAWING INFORMATION. - DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE ELECTRICAL GROUNDING PLAN DRAWING NUMBER: E-1 TYPE TA i TYPE VN TYPE NC TYPE SS • ria 14111. i4r141 -- --_ TYPE W TYPE VS TYPE VB TYPE PT a i n R"G , TYPE GT TYPE GY TYPE GR TYPE GL 3/8" S.S STAR WASHER (TYP.) TYPICAL CADWELD CONNECTIONS N.T.S. #2 STRD. GREEN INSULATED WIRE BUSS BAR OR FLAT SURFACE OF EQUIP. / WIREWAY NO -LUX ANTI -OXIDIZING COMPOUND 3/8" X 1" S.S HEXBOLT 3/8" S.S LOCKWASHER (TYP.) 3/8" X 1/2" S.S FLAT WASHER (TYP.) TWO HOLE COMPRESSION CRIMP LUG (#2) DETAIL IS TYP. OF TWO NUTS 8 BOLTS NOTES 1. TYP. ALL GROUND WIRES FOR ELECT. AND OTHER EQUIPMENT. 2. THE ENTIRE LUG AND AREA TO BE SPRAYED WITH CLEAR LAOUER OR COLD GALVINIZING SPRAY 3. GROUND LEADS TO BE CADWELDED TO GROUND RING. TYPICAL CABINET GROUNDING DETAIL N.T.S. HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CONTRACTOR. - = CADWELD TYPICAL MGB HARGER GROUNDING BAR #GBI14412G OR EQUAL ANTENNA MOUNT GROUND COAX CABLE GROUNDING KITS #2 SOLID BARE TINNED COPPER WIRE TO GROUND RING - PROVIDE (2) PER MGB GROUND BAR DETAILS N.T.S. TYPICAL AGB #2 GREEN INSULATED COPPER WIRE TO MGB AT BOTTOM OF POLE T - -Mobile- -PROJECT INFORMATION: SOUTH CENTER PLACE SE04000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT HISTORY. _REVISION CHN. NO. DATE. DESCRIPTION. BYo RECEIVED OCT 16 201R Gummunity Development //4�\ !/3\\ 7/17/2018 REVISED BTS CABINETS BJT 529/2018 MINOR REV PER SA BJT A5/12018 REVISED PER REDUNES BJT / / \ 3282018 ISSUED DESIGN REVIEW BJT -PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: CHIC. BY: JL BJ LLICENSURE: T II Q,y,. e • o. WAS& /,r Zr 1 Y G .. 1i {71N1 SS'OW- 046 Q- =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. -DRAWING TITLE. ELECTRICAL GROUNDING DETAILS DRAWING NUMBER: E-2 SITE LOADING CHART SECTOR COLOR ANTENNA MODEL!/ VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT ELECTRICAL DOWNTILT RADIATION CENTER HYBRID CABLE LENGTH COAX CABLES ALPHA RED HBXX-3319DS-A2M FFHH-65C-R3 COMMSCOPE COMMSCOPE 100° 130° TBD TBD 78'-11"AGL 77'-3"AGL (1) 75' LOW CAP HYBRID CABLE (2) 7/8" BETA GREEN HBXX-3319DS-A2M FFHH-65C-R3 COMMSCOPE COMMSCOPE 190° 220° TBD TBD 78'-11" AGL 77'-3"AGL (1) 75' LOW CAP HYBRID CABLE (2)7/8" GAMMA BLUE HBXX-3319DS-A2M FFHH-65C-R3 COMMSCOPE COMMSCOPE 280° 310° TBD TBD 78'-11" AGL 77'-3" AGL (1) 75' LOW CAP HYBRID CABLE (2) 7/8" DELTA YELLOW HBXX-3319DS-A2M COMMSCOPE 160° TBD TBD 78'41" AGL EPSILON WHITE HBXX-3319DS-A2M COMMSCOPE 250° TBD TBD 78'-11"AGL ZETA PURPLE HBXX-3319DS-A2M COMMSCOPE 340° TBD TBD 78'-11" AGL NOTE: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OFJUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3.-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION. (SEE STEP 4.) 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT SHRINK SHALL BE "CANUSA" WITH ADHESIVE. CONNECTORS (TYP) ELECTRICAL TAPE ( LAYER) BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) 1" ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCHKOTE SPRAY SEALER 2" 4- �d STEP 1 STEP 2 STEP 3 STEP 4 COAXIAL CABLE WEATHERPROOFING SCALE: NTS ANTENNA AND COAX GENERAL NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES, USE THE ATO, BTO, 8 GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 - AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK 8 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), 8 DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, 8 CABLE DIAMETER WITH PROJECT MANAGER. COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT WIDTH DEPTH WEIGHT FFHH-65C-R3 95.9 in 25.2 in 9.3 in 127.6 Ibs CONNECTORS STANDARD MOUNTING HARDWARE (8) 7-16 DIN INCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. 617-2360 MHz t45° 15.8-19.6 dBi 55°- 67° VSWR MAX INPUT POWER ELEVATION B.W. <1.5:1 300 WATTS 4.4° - 10.2° •--Mobile- INFORMATION: -PROJECT SOUTH CENTER PLACE SEO4000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 ISSUED FOR: CBUILDING PERMIT HISTORY: —REVISION CNN. NO. DATE DESCRIPTION: BY, RECE i9 E OCT iti2018 Community Development /^^ /7/17/2018 REVISED BTS CABINETS BJ T /^e\\ / V \ 529/2018 MINOR REV PER SA BJT A522018 REVISED PER REDLINES BJT /' \ 3282018 ISSUED DESIGN REVIEW BJT =PL NS PREPARED BY. B. J. THOMAS, P.E. 7607 8OTH AVE NE MARYSVILLE, WA 98270 206-851-1106 —DRAWN CHI(. BY. BY: JL BJ —LICENSURE: T II04 In II N.- '9, R417sOrt41, 0q e —DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE. RF DETAILS —DRAWING NUMBER: RF-1 /,. Sector 1ptil-x Sxctor o.+u Tens. Nokia Configuration 6762J_R4_GSM_U2100 on Ground Rooftop Sites 6 sectors for sites previously with 2Ai702A configuration (Antenna and cabling for only Alpha & Delta sectors shown) Lye AAs.0CA MITE pq LApy Stttrl PIMP.. MOO LIS w-w- l•.t 1..l.ttp..l.nu.(Pt 0nm.<.V*0 Style 3C IMA Note: TMAs optional, can use (1)Style 3C or (2) Style 4 T - -Mobile- PROJECT INFORMATION: SOUTH CENTER PLACE SEO4000B 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 —ISSUED F R: CBUILDING PERMIT _REVISION HISTORY: CHIC NO. DATE: DESCRIPTION: BY: RECEIVED OCT 162018 Community Development /� //�\ 7n7201S REVISED FITS CABINETS EUT // 48\\ !//2�\ 52W2018 MINOR REV PER SA BJT // 5//2018 REVISED PER REDUNES BJT \\ 3/28/2018 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 8OTH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: CHK. BY. JL BJ —LICENSURE• 1 IIULJ , 0 1\As.,, r , :itic,, rnl kid<l�ll'K� fit` ,..„,. =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: RF DETAILS —DRAWING NUMBER. RF-2