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HomeMy WebLinkAboutPermit PL18-0011 - VERIZON Type I WCF - WIRELESS FACILITYType I WCF 2623049021 PARENT FILE PL18-0011 THIS FILE L18-0017 WIRELESS FACILITY/TYPE 1 �syZ City of Tukwila Department of Community Development - Jack Pace, Director April 18, 2018 NOTICE OF DECISION TO: Rick Cardoza, LDC INC (OBO Verizon Wireless) John C. Radovich Development King County Assessor, Accounting Division Washington State Department of Ecology Agencies with Jurisdiction All Parties of Record Allan Ekberg, Mayor 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: L18-0017; PL18-0011 Applicant: Rick Cardoza, LDC INC (obo Verizon) Type of Permit Applied for: Type 1 Wireless Facilities Permit Project Description: The applicant is proposing modifying the existing building mounted wireless communications facility with the replacement of ten (10) RRUS units and the addition of. two (2) RRUS units and eight (8) diplexers. They also propose the removal of six (6) A2 units and two (2) TMA's, mounted to the building. 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: PL18-0011 Comprehensive Plan Tukwila Urban Center -Regional Center (TUC -RC) Designation/Zoning District: 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. The applicant must apply for a business license to operate the wireless facility at this location. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING To appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision. The requirements for such appeals are set forth in Tukwila Municipal Code Ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition, all hearing examiner costs will be passed through to the appellant. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the Hearing Examiner based on the information presented to the Community Development Director, who made the original decision. No new evidence or testimony will be permitted during the appeal hearing. Parties will be allowed to present oral argument based on the information presented to the Community Development Director before their decision was issued. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner's decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW Ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Jonathan Joseph, who may be contacted at 206-431-3662 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Depart ent of Community Development City of kwila Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTIFICATION: FILE NUMBER: APPLICANT: PROPERTY OWNER: REQU EST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: ATTACHMENTS: Staff Report PREPARED April 18, 2018 Notification is not required for a Type 1 land use application. L18-0017; PL18-0011 Rick Cardoza, LDC INC (OBO Verizon Wireless) John C. Radovich Development Approval of a Type 1 Wireless Telecommunications Facilities Permit to modify the existing building mounted concealed wireless communications facility with the replacement of ten (10) RRUS units and the addition of two (2) RRUS units and eight (8) diplexers. They also propose the removal of six (6) A2 units and two (2) TMA's, mounted to the building. Parcel 2623049021-located at 16400 Southcenter Parkway, Tukwila WA, 98188 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. A fuel tank installation permit will need to be obtained through the fire department. Exempt Tukwila Urban Center -Regional Center (TUC -RC) Tukwila Urban Center -Regional Center (TUC -RC) Jonathan Joseph, Planning Intern Project Plans for Permit L18-0017 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Page 2 FINDINGS Vicinity/Site Information Project Description The applicant is proposing modifying the existing building mounted wireless communications facility with the replacement of ten (10) RRUS units and the addition of two (2) RRUS units and eight (8) diplexers. They also propose the removal of six (6) A2 units and two (2) TMA's, mounted to the building. 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 zone (TUC -RC). Surrounding parcels are zoned Tukwila Urban Center -Regional Zone (TUC -RC) as well as Tukwila Urban Center -Pond (TUC-P) and the Tukwila Urban Center -Commercial Corridor (TUC -CC). This parcel sits adjacent to Strander Boulevard and Southcenter Parkway. 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. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 3 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 IReq;utred,'Based one Type of Wireless Coarn.r un1salton Facility Zoningil) Typrr of F:•atllltyr Residentlet COim merciall Cndustriel Adding antennas tq an existing guar or utikty lols Type I(2) Type PI Type 9RJ t7lgible facilities ramification Type 1 Type 1 Type 1 Utility;pole co;location Type 2 Tye 2 Type 2 Concealed bang attached Type 2i Type 2J Time Non4conceeiled building attached Type 2(J Type 2 Type 1 tr ay f o r or height a Qustment retest Tye 3<4j 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 building mounted wireless communications facility with the replacement of ten (10) RRUS units and the addition of two (2) RRUS units and eight (8) diplexers. They also propose the removal of six (6) A2 units and two (2) TMA's, mounted to the building. This site will be a modification to the property and falls within an Eligible Facilities Modification of the Tukwila Municipal Code. Per TMC 18.58.200.7C this proposal is an installation of a support structure cabinet that is less than the standard number of new equipment cabinets and does not exceed four (4) cabinets. The generator will be used as a backup power source and does not require a noise variance. Site is currently used as a landscaped island, and will not decrease the parking spaces for the adjoining office building. Security fencing and landscape screening will be added to the site. Equipment setbacks are appropriate and will not impeded traffic flow. Design Standards The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 4 Table 1 (See TMC 18.58.070 for further details) General Requirements Project does comply Project does not comply Not Applicable Notes 1. Generators or other devices which will create noise must comply with TMC 8.22 regarding noise. x 2.Business License Requirement x No business license has been issued for this project 3.Only safety signage must be placed on the WCF. x 4. Accommodations for parking for maintenance personal must be provided. X This modification does not affect parking. 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. X No change to the existing tower is proposed. 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 7. Antennas shall have the same color scheme as the structure they are located on. x 8. WCF poles and towers shall only have safety lights if required by a government agency. X 9. No advertising is permitted on WCF X No advertising is proposed. 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. x Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 5 Table 2 (See TMC 18.58.110 for further details) Non -Concealed Building Mounted Requirements Project Does Comply Project Does Not Comply Not Applicable Notes 1. The proposed facility must meet the height requirements of the applicable zoning category x 2. If building is at or above the maximum height requirements, the antenna must not extend more than 3ft above the existing roof line x 3. Is the proposal utilizing flush mounted antennas x 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 6. Feed lines and coaxial cables will be painted to match the color scheme of the building(s)/pole? x 7. Cabinet equipment is located within the x Cabinet will be located on site Phone: 206-433-1800 • Email: Mayor@TukwilaWA.gov • Website: TukwilaWA.gov Page 6 building or on the rooftop 8. Is the equipment cabinet located on the ground with a 6-foot-tall fence x CONCLUSIONS 1. The proposed modifications to the existing WCF will not significantly alter the conditions that currently exist and will not be materially detrimental to the public welfare or injurious to property or improvements in the vicinity. 2. As demonstrated in Table 1, the project meets all applicable development standards for a Type 1 WCF. 3. The proposed modifications will not alter the surrounding land uses in terms of traffic and pedestrian circulation, building or site design. 4. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. 5. The project also qualifies as an Eligible Facilities Modification under § 6409 of the FCC's Spectrum Act, which requires the City to approve any eligible facilities request for a modification of an existing tower or base station that does not substantially change the physical dimensions of such tower or base station. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type 1 Wireless Telecommunications Facility permit with the following conditions: 1. Applicant must apply for a business license to operate the wireless communication facility at this location. INFORMATIONAL ITEMS A City of Tukwila electrical permit is required for service alteration. A building and mechanical permit are required for the fence installation, site work and landscaping. An additional fuel tank installation permit will be required and can be obtained through the fire department. Please contact the Fire Marshall's office at 206-575- 4407 for more information about this permit. Please note that the installation of an emergency power disconnect switch is required for Fire Department use. Contact Don Tomaso at 206-971-8723 to get more information about permit requirements for the power disconnect switch. 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: Type 1 Wireless permit Sea Mall Rats Project Number: L18-0017; Associated File Number (s): PI18-0011 Date Mailed: 04/22/2018 Mailing requested by: Jonathan Joseph Mailer's signature El Board of Adjustment Agacket ❑ Notice of Application for ❑ 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: Shoreline Mgmt Permit ❑ Notice of Decision ❑ Notice of Public Hearing 0 Notice of Public Meeting ❑ Official Notice ❑ Other: ❑ Shoreline Mgmt Permit ❑ Short Subdivision Agenda .rit) CITY OF TUKWILA Department of Community Developments 6300 Southcenter Boulevard, Tukwila, WA 98188 '. Telephone: (206) 431-3670 WIRELESS TELE- COMMUNICATION FACILITIES APPLICATION FOR STAFF USE ONrLY MI 1 Planner: File Number: ' : t/ 8 : 001 -7 Application Complete Date: Project File Number: pU lc-1.M1 I Application Incomplete Date: Other File Numbers: - • NAME OF PROJECT/DEVELOPMENT: SEA Mall Rats 4T4R BRIEF DESCRIPTION OF PROJECT: Replace (10) RRUS, Add (2) RRUS, Add (8) diplexers, Remove (6) A2's, 2 TMA's. CIRCLE TYPE : TYPE 1 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 South Center Parkway Tukwila, WA 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 262304-9021 DEVELOPMENT COORDINATOR : The individual who: I • 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: Rick Cardoza Address: 20210 142nd Avenue NF Woodinville, WA 98072 Phone: 253-218-9017 E-mail: rcardn7a@ldccnrp com Signature: Date: 2/13/2018 RECEIVED W:\@SHAREPOINT FOLDER RESTRUCTURE \Reference\APPLICATIONS - Land Use Apps & Handouts \CU1 RENT LAND USE APPLICATIONS\REBW s 2418aication Facility.doex t Community k j Development Cash Register Receipt Receipt Number ' R13818 City of Tukwila DESCRIPTIONS ProjectTRAK ACCOUNT QUANTITY (; PAID $644.78 118-0017 - Address: 16400 SOUTHCENTER PKWY Apn: 2623049021 $644.78 Credit Card Fee $18.78 Credit Card Fee R000.369.908.00.00 0.00 $18.78 WIRELESS $626.00 TYPE 1 TOTAL FEES PAID BY RECEIPT: R13818 R000.345.810.00.00 0.00 $626.00 $644.78 Date Paid: Friday, February 16, 2018 Paid By: RICK CARDOZA Pay Method: CREDIT CARD 08345G Printed: Friday, February 16, 2018 12:59 PM 1 of 1 i?SYSTEMS verizonv Verizon 3245 -158th Ave SE, MS 231 Bellevue, WA 98008 February 13, 2018 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 To Whom It May Concern RE: Verizon Wireless Communications Facility at 16400 Southcenter Parkway —SEA Mall Rats Dear Reviewer, Verizon Wireless (VZW) wishes to make minor modifications to the existing Wireless Communications Facility (WCF) located at 16400 Southcenter Parkway referred to as VZW Site SEA Mall Rats. The proposed maintenance type upgrades to the existing WCF are necessary to provide adequate wireless services to the general locale and within the City of Tukwila network. Regarding conformance with TMC 13.06.545 Wireless Communications facilities. Required Submittals, the following statements are provided: • 1. b. (ii) Verizon Wireless agrees to remove the facility within one year after abandonment. • 1_f. The VZW WCF will comply with all FAA regulations and applicable standards, and all other applicable federal, state, and local laws and regulations. • 1.g. Installation, repair, operation, upgrading, maintenance, and removal of antennas shall be lawful and in compliance with all applicable laws, orders, ordinances, and regulations of federal, state and local authorities having jurisdiction. If you have any questions or need more information regarding the SEA Mall Rats proposal, please contact Rick Cardoza, an authorized agent of Verizon, at 253-218-9017. Thank you, Sincerely, Shirley A. Vangen Real Estate Specialist, Network Engineering RECEIVED FEB 16 2018 Community Development 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 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 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Lem Ue. „,,Z (city), (state), on \ - e Su— 1 ' , 20 1 ss . VAN(Print Name) �l -i$� l V\iV�lCISc 4C (Address) — l.n O i o C%) (Phone Number) aktMC-Oci On this day personally appeared before me executed the foregoing instrument and ack g g tary nd ed f the us s d purposes mentioned therein. (Signature) YY% 0/rA/7 to me known to be the individual who novel �d ed that he/she si ned the same s his/her volun act a de or a an SUBSCRIBED AND SWORN TO BEFORE ME ON THIS NOTARY PU residing at A_ ,20 7, and or the e W shington My Commission expires on 1\deptstore\City Common\Teri\KirbyVuly 28 20151Wireless Communication Facility 06-04-I5.docx Ph 9A RECEIVED FEB 16 2018 Community Development 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 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 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 los's 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. ss EXECUTED at v,Z (city), \ (state), on \ l S' , 20 t 00tll I I Illlllyl/ . �cj7,41SSION E /� ,I k,�NOTAR ; PUBLIC j*• (Print Name) ��`�-� � t �0 Q`"`' CC--N--; I lAA ICKRIC4 (Address) LooC0c,) (Phone Number) ki\I� (Sign\ature) anal ut\a / /7 On this day personally appeared before me `t.V.L.-( ''/t/YrG to me known to be the individual who executed the foregoing instrument and acknowlhdged that he/she signed the same s his/her voluntary act and deed for the uses and purposes mentioned therein. OF WAS 111 nnl \ SUBSCRIBED AND SWORN TO BEFORE ME ON THIS NOTARY PU residing at My Commission expires on \\deptatore\City Common\Teri\Kirby'July 28 2015\Wireless Communication Facility 06-04-I5.docx ,20 J/ or thea.e jshington 9/2"/ RECEIVED FEB 16 2018 Community Development verizonv Verizon 3245 -158`h Ave SE, MS 231 Bellevue, WA 98008 February 13,.2018 City of Tukwila Department of Community Development 6300 Southcenter Boulevard Tukwila, WA 98188 To Whom It May Concern RE: Verizon Wireless Communications Facility at 16400 Southcenter Parkway —SEA Mall Rats Dear Reviewer, Verizon Wireless (VZW) wishes to make minor modifications to the existing Wireless Communications Facility (WCF) located at 16400 Southcenter Parkway referred to as VZW Site SEA Mall Rats. The proposed maintenance type upgrades to the existing WCF are necessary to provide adequate wireless services to the general locale and within the City of Tukwila network. Regarding conformance with TMC 13.06.545 Wireless Communications facilities. Required Submittals, the following statements are provided: O 1. b. (ii) Verizon Wireless agrees to remove the facility within one year after abandonment. • 1_f. The VZW WCF will comply with all FAA regulations and applicable standards, and all other applicable federal, state, and local laws and regulations. O 1.g. Installation, repair, operation, upgrading, maintenance, and removal of antennas shall be lawful and in compliance with all applicable laws, orders, ordinances, and regulations of federal, state and local authorities having jurisdiction. if you have any questions or need more information regarding the SEA Mall Rats proposal, please contact Rick Cardoza, an authorized agent of Verizon, at 253-218-9017. Thank you, Sincerely, Shirley A. Vangen Real Estate Specialist, Network Engineering RECEIVED FEB 16 2018 Community Development ION Ic StM"ItP ^r,b 411(0, c-Lfw ',Wormy, YEI Ker/61v0 , PROJECT '14 VICINITY MAP NOT TO SCALE DRIVING DIRECTIONS verizon SEA MALL RATS 4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 51M. 11,111 PROJECT WILEPICIC WEINEWCIIER CEENTAP LICIP404, 0 03 GENERAL LOCATION MAP NOT TO SCALE FROM VERIZON WIRELESS OFFICE: • HEAD EAST TOWARD 158TH AVE SE • 'TURN RIGHT ONTO 158TH AVE. SE • TURN RIGHT ONTO SE EASTGATE WAY • TURN LEFT ONTO THE 1-90 W RAMP TO SEATTLE • KEEP LEFT, FOLLOW SIGNS FOR 1-90 W/SEATTLE AND MERGE ONTO 1-90 W • TAKE EXIT 10 FOR INTERSTATE 405 S TOWARD RENTON • TAKE THE SOUTHCENTER BLVD EXIT • KEEP RIGHT AT THE FORK AND MERGE ONTO SOUTHCENTER BLVD • MERGE ONTO SOUTHCENTER BLVD • TURN RIGHT ONTO 61ST AVE S • TURN RIGHT ONTO TUKWILA PKWY • CONTINUE ONTO SOUTHCENTER PKWY • MAKE A U-TURN • DESTINATION WILL BE ON THE RIGHT APPROVAL / SIGN OFF APPROVED BY SITE ACQUISITION ZONING RF DATE SIGNATURE CONSTRUCTION MANAGER PROJECT MANAGER LANDLORD REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED PROJECT CONTACT LIST APPLICANT: VERIZON WIRELESS 3245 158TH AVENUE SE BELLEVUE, WA 98008 PROJECT ARCHITECT: LDC, INC. CONTACT: RICHARD B. HALL, AIA PHONE: (425) 806-1869 EMAIL: rhall@ldccorp.corn PROJECT ENGINEER: LDC, INC. CONTACT, JESSICA WREN, PE, SE PHONE: (425) 806-1869 EMAIL: jwren@ldccorp.com PROPERTY OWNER: JOHN C. RADOVICH DEVELOPMENT COMPANY 2835 82ND AVE SE, STE 5-1 MERCER ISLAND, WA 98040 ATTENTION: KAREN O'FARRELL PROPERTY MANAGER PROJECT CONSULTANT: LDC, INC. CONTACT: RICK CARDOZA PHONE: (253) 218-9017 EMAIL: rcardoza@ldccorp.com PROJECT INFORMATION CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE: CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: PROPOSED BUILDING USE: TUC (TUKWILA URBAN CENTER) IBC 2015 IIB B, S-2 CITY Or TUKWILA UNMANNED TELECOM SITE LOCATIONINAD84: LATITUDE: 4 7' 27' 18.95' N LONGITUDE: 1 22" 15' 42.78" W TOP OF STRUCTURE: 11 5.50'1, AMSL. BASE OF STRUCTURE: 52.00± AMSL PROJECT LEASE AREA: N/A NEW IMPERVIOUS AREA: 0 SE (47.455264' N) (122.261883"W) 63.5' AGL 0.0' AGL PARCEL NUMBER: 2623049021 AREA OF PARCEL: 1 95 ACRES GENERAL INFORMATION: 1, PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS UNAFFECTED. PROJECT DESCRIPTION: VERIZON WIRELESS PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH THE. REPLACEMENT OF (10) RRUS UNITS AND THE ADDITION OF (2) RRLIS UNITS AND (8) DIPLEXERS; ALSO, THE REMOVAL OF (6) A2 UNITS AND (2) TMA'S MOUNTED ON AN EXISTING 63.5 BUILDING. 011 181 1,11, 3 2018 111„1 PON If (". DRAWING INDEX DWG NO. DESCRIPTION T-1.0 TITLE SHEET G-1.0 GENERAL NOTES A-1.0 SITE PLAN A-2.0 ENLARGED SITE PLAN A-3,0 ELEVATIONS A-4.0 CONSTRUCTION DETAILS 5-1.0 STRUCTURAL GENERAL NOTES S-2..0 STRUCTURAL FRAMING PLAN S-3.0 STRUCTURAL PLAN, SECTION, 8 DETAILS S-4.0 STRUCTURAL DETAILS RF-1.0 ANTENNA CONFIGURATION RF-2.0 ANTENNA CONFIGURATION DIAGRAM E-1.0 SCHEMATIC GROUNDING PLAN E-2.0 GROUNDING DETAILS LEGAL DESCRIPTION PARCEL 1 OF" CITY OE TUKWILA REVISED SHORT PLAT #77-51-55 AKA BLA #3-79 REC #7904180881 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 & STRANDE.R BLVD S 164141 ST TH S 8-45-5 E 325.05 ET 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 9-57-48 W 1241.85 FT TO A HT 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 5 MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO 'MOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 LESS RD PE'R SUP COURT #09-2-19459-9 KNT UTILITY COMPANIES POWER: PUGET SOUND ENERGY PHONE: (888)225-5773 DISCLAIMERS TELEPHONE: CENTURY LINK PHONE: (800) 777-9594 DO NOT SCALE DRAWINGS, CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENT'S IS PROPRIETARY BY NATURE. ANY USE OR DISCL.OSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS SERVICES IS STRICTLY PROHIBITED. Ooi 1111 f113, (11 20 18 0 or. LDC Architectural Engineering Structural LIN ENO MELc ,4cm,' Survey 20210 I 4.2rui Ave NE Ph 425 APE Woodimik WA 98072 Ex 426 462 2643 www LORPorp COM DATE: DRAWN BY: CHECKED BY: 10-4-17 ENS RBH SUBM ITTALS RCM 2 DAIL 10 4 LT DUX:RIP f ION BY PRELIMINARY CONNER/CI rioN INAL CONSTRUCTION ENS ENS APPROVAL STAMP SITE SEA MALL RATS -4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 .0 GENERAL NOTES: ABBREVIATIONS: ngs\Construction\ 17659CD Drawing: P:\Talscum\2017\17-659 1. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS IS REQUIRED) 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY VERIZON TECHNICIANS. 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 7. THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION MANAGER. 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 10. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON -SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 11. 12. 13. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE -CONSTRUCTION CONDITION OR BETTER. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO CONSULTANT. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER. 14. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 15. PROVIDE VERIZON WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE. FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO VERIZON. 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. 17. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 18. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 19. VERIFICATION THAT EXISTING BUILDING CAN SUPPORT THE PROPOSED ANTENNA, COAX AND ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY LDC. 20. ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH. ALL AZIMUTHS MUST BE VERIFIED WITH THE CORRECT RFDS PRIOR TO CONSTRUCTION. LEGEND AND SYMBOLS: CHAIN LINK FENCE CEDAR FENCE POWER UNDERGROUND POWER TELCO UNDERGROUND TELCO OVERHEAD POWER BOUNDARY CENTERLINE REVISION BUG ELEVATION DETAIL NUMBER SHEET NUMBER SECTION BUG x x 0 0 ucp UOT PROPOSED ELEVATION 0'-0" AGL alk AFF AFG AFS ALUM AB L ARCH BTS BLDG BM BOT B.O. BOC BOS CJ CLG CLR CMU COL CONC CONST CONT CTR DIA/0 DTL (E) EA EJ ELEC EL EQ EW EXP EXT FD FIN FIN FLR FLR FTG GA GALV GYP GB HM HOR HR HT HVAC INSUL INT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPNG OPP PCS PR PSI PSF PT RAD RD REINF REQ'D RM R/W SCHED SECT SF SIM SQ FT SS STD STL STRUC TEMP THK T.O. TOS TOC TYP UNO VERT W/ WWM 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 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 VERTICAL WIN WELDED WIRE MESH Cal 2 Waimea Days Before You Dip 1-800-424-5555 Millen (Alderpround Location Center (MONTANAWASHNOTON) 0 LDC Architectural Engineering Structural Tta CIVIL LNC,NFL0 C.CCDU? Survey 20210142,,d Aw NE WODBmllo. WA 88072 PA. 425.808.1869 Fa. 425.4822893 www.LDCco p.can DATE: 10-4-17 DRAWN BY: ENS CHECKED BY: RBH SUBM ITTALS REV DATE DESCRIPTION BY 104.17 PREUMINARY CONSTRUCTION ENS 2 11.7-17 FINAL CONSTRUCTION ENS 1-22,11 RFCD: ADD STRUCTURAL FUG APPROVAL STAMP SITE SEA MALL RATS-4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA98188 SHEET TITLE GENERAL NOTES SHEET NUMBER G-1.0 i i 5379200290 ADJACENT ZONING: TUC (TUKWILA URBAN CENTER) 5379200282 SURVEYDISCUUMER" PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. LDC HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. ADJACENT ZONING: TUC (TUKWILA URBAN CENTER) ZONING: TUC (TUKWILA URBAN CENTER) ADJACENT ZONING: TUC (TUKWILA URBAN CENTER) PARKING LOT ••• EXISTING VERIZON WIRELESS ANTENNAS MOUNTED ON AN EXISTING 63.5' BUILDING EXISTING VER ZON WIRELESS EQUIPMENT SHELTER ON AN EXISTING BUILDING ROOFTOP .................. .......... .......... ... . BUILDING BUILDING 2623049104 ADJACENT ZONING: TUC (TUKWILA URBAN CENTER) SITE PLAN 22"x34' SCALE: 1" = 20' 1 11"x17" SCALE: 1" = 4 0 • LDC THE CIVIL ENGINI I nNC CROUP Architectural Engineering Structural Survey 20210 142nd Aw NE Ph 125 506 1669 WaoemIM WA 96072 Ft 425462 2E03 www.LOCcotp.com DATE: 10-4-17 DRAWN BY: ENS CHECKED BY: RBH SUBM ITTALS REV DATE DESCRIPTION BY 10-1.17 PRELIMINARY CONSTRUCTION ENS II 17 FNAI. CONSTRUCTION ENS 3 1 23.11 RFC° ADD STRUCTURAL RUG APPROVAL STAMP SITE SEA MALL RATS - 4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA98188 SHEET TITLE SITE PLAN SHEET NUMBER A-1.0 E ro g: P:\Telecom\2017\ 17-659 Verizon - SEA Mall Role \Drowings\Construction\17659CD-A2-0.Ewg EXISTING LANDSCAPING 4aS (BELOW) EXISTING ROOFTOP EXISTING OTHER CARRIER EQUIPMENT, TYP EXISTING PENTHOUSE 15.70•E CONSTRUCTION PLAN KEYED NOTES 1 PROPOSED VERIZON WIRELESS RRUS 32 UNIT 1 1 (TYP 2 PER SECTOR, 4 TOTAL). EXISTING VERIZON WIRELESS EQUIPMENT SHELTER (TO REMAIN). EXISTING 63.5' BUILDING (TO REMAIN). OMODIFIED VERIZON WIRELESS PANEL ANTENNA (TYP 4 PER SECTOR, 8 TOTAL TO REMAIN). 6 EXISTING VERIZON WIRELESS ANTENNA MOUNT (TO REMAIN). NY SEE STRUCTURAL. OPROPOSED VERIZON WIRELESS RRUS 2212 UNIT 7 (TYP 4 PER SECTOR, 8 TOTAL). 0 11 EXISTING VERIZON WIRELESS MICROWAVE (1 TOTAL TO REMAIN). 13 PROPOSED VERIZON WIRELESS DIPLEXER (TYP 4 PER SECTOR, 8 TOTAL PER IT DIAGRAM). 8 EXISTING VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX (4 TOTAL TO REMAIN, 2 @ ANTENNAS & 2 @ EQUIPMENT). 30 EXISTING VERIZON WIRELESS HYBRID CABLE TO ANTENNAS (2 TOTAL TO REMAIN). ENLARGED SITE PLAN 22"x34" SCALE: 3/8" = 1'-0" I 11"x17" SCALE: 3/16" = 1'-0" 1 SITE NOTES 1. VERIFY ANTENNA MODEL, TIP HEIGHT & AZIMUTHS. 2. ANALYSIS OF BUILDING SHALL BE PERFORMED BY LDC & STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. t� 0 LDC Architectural Engineering Structural N1. CIVIL 1NGIOLLOINGGgOOr Survey 2021014202Ave, NE Ph. 423.800.1069 Woodmlb, WA 88072 Ex. 425A02.2E93 W W W.LDCcorp.com DATE: 10-4-17 DRAWN BY: ENS CHECKED BY: RBH SUBM ITTALS REV DATE DESCRIPTION BY 10447 PREUMINARY CONSTRUCTION ENS 2 11-7-17 FINAL CONSTRUC110N ENS 3 1-23.18 RFC!): ADD STRUCTURAL RJG APPROVAL STAMP SITE SEA MALL RATS-4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA98188 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2.0 wing: P:\Telecom\2017\17-659 Verizon — SEA troll TIP HEIGHT OF EXISTING - - TIP HEIGHT OF EXISTING VERIZON WIRELESS ANTENNAS VERIZON WIRELESS ANTENNAS CONSTRUCTION PLAN KEYED NOTES PROPOSED VERIZON WIRELESS RRUS 32 UNIT �11 77.0' AGL 76.9 AGL TOP OF EXISTING O EQUIPMENT SHELTER ir 1O (TYP 2 PER SECTOR, 4 TOTAL). A-4.0 v O2 EXISTING VERIZON WIRELESS EQUIPMENT SHELTER (TO REMAIN). O4 EXISTING 63.5' BUILDING (TO REMAIN). O MODIFIED VERIZON WIRELESS PANEL ANTENNA (TYP 4 PER SECTOR, 8 TOTAL TO REMAIN). EXISTING VERIZON WIRELESS ANTENNA MOUNT (TO REMAIN). 6 O SEE STRUCTURAL. VERIZON WIRELESS RRUS 2212 UNIT illak �75.2' AGL © EXISTING ROOFTOP PENTHOUSE (TO REMAIN) TOP OF EXISTING BUILDING 1 11 63.5'AGL _ © j� ■ • ,4;:, - 1 I{ . 9, .,-, O TOP OF EXISTING ROOFTOP - OPROPOSED (TYP 4 PER SECTOR, 8 TOTAL). TAJV 11 EXISTING VERIZON WIRELESS MICROWAVE (1 TOTAL TO REMAIN). 13 PROPOSED VERIZON WIRELESS DIPLEXER (TYP 4 PER SECTOR, 8 TOTAL PER IT DIAGRAM). 14 EXISTING VERIZON WIRELESS TMA (2 TOTAL TO BE REMOVED). 6 EXISTING VERIZON WIRELESS RRUS UNIT (TYP 5 PER SECTOR, 26 10 TOTAL TO BE REMOVED). Q EXISTING VERIZON WIRELESS A2 UNIT (TYP 3 PER SECTOR, 6 TOTAL TO BE REMOVED). 28 EXISTING VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX (4 TOTAL TO REMAIN, 2 @ ANTENNAS & 2 @ EQUIPMENT). O FINISH GRADE 1. - - - - - - - - - - - - - 0.0' AGL PROPOSED NORTHWEST ELEVATION (LOOKING SOUTHEAST) 2 22"x34" SCALE: 3/32" = 1'-0" I 11"x17" SCALE: 3/64" = 1'-0" TIP HEIGHT OF EXISTING VERIZON WIRELESS ANTENNAS TIP VERIZON HEIGHT WIRELESS OF EXISTING ANTENNAS 77.0' AGL TOP OF EXISTING EQUIPMENT SHELTER 11 O 76.9 AGL 0 75.2' AGL 14 © EXISTING PENTHOUSE ROOFTOP ((TO REMAIN) TOP OF EXISTING BUILDING ] 63.5' AGL © 11 ... _ _... .. 2.P OF EXISTING ROOFTOP ,• _ _ _ _ _ _ 62.0'IV AGLW— _ - . - - O SITE NOTES GRADE a 1. VERIFY ANTENNA MODEL, TIP HEIGHT & AZIMUTHS. 2. ANALYSIS OF BUILDING SHALL BE PERFORMED BY LDC & STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. 4FFINISH 0.0' AGL EXISTING NORTHWEST ELEVATION (LOOKING SOUTHEAST) 1 I 22"x34" SCALE: 3/32" = 1'-0" I 11"x17" SCALE: 3/64" = 1'-0" 0 N LDC Architectural ral TNT cwA [NGNRTING CTOur Survey 20210 142nd Aw NE PA. 425.806.1 S69 WoodnvOo, WA 08072 Fs. 425,1822893 wW,v.LDCcoIR.com DATE: 10-4-17 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRJPTK3N BY 10-0-17 PREUMINARYCONSTRUCNON ENS 11A47 FINAL CONSTRUCTION ENS 1.23.10 RFCD: AM STRUCTURAL R.1G APPROVAL STAMP SITE SEA MALL RATS -4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE ELEVATIONS SHEET NUMBER A-3.0 lion\17659CD—A4-0.dwg P:\Telecom\2017\17-659 Verizon — SEA Moll TPO NOTES: 1. REMOVE ALL EXISTING TPO FLASHINGS, LEADS, ETC., AS REQUIRED. SURFACES MUST BE FREE OF ALL RUST, GREASE, INSULATION, ETC. /l \ v \ 3. REFER TO MANUFACTURER / \\ SPECIFICATIONS FOR INSTALLATION r \ (E) PLATE PER STRUCT ♦• / / ♦ / \ / \ • / ♦ / \\ // (E) CONCRETE COLUMN BELOW 2. APPLY TPO SEALANT BETWEEN BEAM AND PLATE. ANCHORS PER STRUCT (E) POST PER STRUCT TPO PLYS SHALL BE INSERTED IN BETWEEN BOTTOM OF BEAM ANT TOP OF PLATE TPO SEALED W/ CONTINUOUS BEAD OF ULTRAPLYTPO SEALANT (FILL CAVITY) 0 0 ® 0 0 (E) PLATE PER STRUCT (E) BEAM PER STRUCT ANCHORS PER STRUCT ANCHORS SET IN POLYURATHANE ELASTROMERIC SEALANT BED W/ ALL EXPOSED EDGES SEALED (CHEMLINK M-1 STRUCTURAL SEALANT LIMESTONE COLOR OR EQUAL) TPO NOTES: 1. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION NOT USED 22"x34" SCALE: N.T.S. PIPE BRACKET PER MFR. OPPOSITE SIDE LOCK WASHER FLAT WASHER PIPE BRACKET PER MFR. HEX BOLT MOUNTING PIPE 11"x1T SCALE: N.T.S. MANUFACTURER: COMMSCOPE MODEL: CBC78-OF (E15V95P03) WEIGHT: 6.6 LBS DIMENSIONS: 7.9"x5.9"x2.6" MOUNTING KIT: MOUNTING KIT PROVIDED MOUNTING PLATE 2.6" ♦ 0 ti 6 ROOF ANCHOR MOISTURE PROTECTION 22"x34" SCALE: N.T.S. I 11"x1T SCALE: N.T.S. ERICSSON RRUS 2212 MOUNTING BRACKET FOR WALL MOUNTING ERICSSON RRUS 2212 MOUNTING BRACKET 5 MANUFACTURER: ERICSSON MODEL: RRUS 2212 (BAND B13, 66A, 2, 5 VARIANTS) WEIGHT: 37.48 LBS DIMENSIONS: 16.5"x13.5"x5.9" MOUNTING KIT: TBD ANTENNA MOUNTING PIPE, TYP WALL ANCHOR MOISTURE PROTECTION 22"x34" SCALE: N.T.S. 11"x17" SCALE: N.T.S. ERICSSON RRUS 11 OR RRUS 32 PIPE BRACKET PER MFR. OPPOSITE SIDE RRUS ATTACHMENT i TO MOUNTING i BRACKET. t:. I PROVIDE 80mm / ▪ lie M10 HEX BOLT, (2) LOCK LI' °n,- WASHERS, (2) Y la���� �„ FLAT WASHERS & HEX NUT M10 NUT LOCK WASHER FLAT WASHER PIPE BRACKET PER MFR. RRUS SIDE 300mm M10 HEX BOLT ANTENNA MOUNTING PIPE 4 MANUFACTURER: ERICSSON MODEL: RRUS 32 WEIGHT: 55.1 LBS DIMENSIONS: 27.6"x12.4"x7.4" MOUNTING KIT: MOUNTING KIT PROVIDED DIPLEXER DETAIL 22"x34" SCALE: N.T.S. 1 11"x1T SCALE: N.T.S. 3 RRUS 2212 UNIT DETAIL 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 2 RRUS UNIT DETAIL 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. 1 0 mE a) LDC Architectural Engineering Structural 11-10 CIVIL 0NGI811:RING GROUP Survey 202101C2ne AW NE Pn. 25.806.1868 MM0 Wee° . WA 98072 Fx. 21182.2893 www.LDCCOM.can DATE: 10-4-17 DRAWN BY: ENS CHECKED BY: RBH SUBM ITTALS REV DATE DESCRIPTION BY 104.17 PREUMINARY CONSTRUCTION ENS 114, FINAL CONSTRUCTION ENS 3 1.23.18 RFCD: ADD STRUCTURAL RIO APPROVAL STAMP SITE SEA MALL RATS - 4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.0 Jan 23. 2018 — 8:58am on\_Slructurof\17659S — SEA Moll Rots\Dr P:\Telecom\2017\ 17-659 1. GENERAL 2. STRUCTURAL STEEL 1.1. ALL CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE. REFERENCE TO OTHER STANDARDS OR CODES SHALL MEAN THE LATEST STANDARD OR CODE ADOPTED & PUBLISHED. 1.2. DRAWINGS SHOW TYPICAL & CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN. 1.3. EXISTING STRUCTURES & UNDERGROUND UTILITIES/STRUCTURES ARE ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS & ELEVATIONS BEFORE STARTING WORK. NOTIFY STRUCTURAL ENGINEER IN WRITING OF ANY INTERFERENCE AND/OR DISCREPANCIES THAT MIGHT EXIST. 1.4. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1.5. COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL. MECHANICAL, ELECTRICAL, PLUMBING & CIVIL. NOTIFY STRUCTURAL ENGINEER OF ANY CONFLICT AND/OR OMISSION. 1.6. COORDINATE & VERIFY FLOOR, ROOF AND WALL OPENING SIZES & LOCATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING & ELECTRICAL DRAWINGS. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL & MECHANICAL DRAWINGS. 1.7. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 1.8. REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE STRUCTURAL ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW & CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THE STRUCTURAL ENGINEER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS & OMISSIONS ASSOCIATED WITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, & DIMENSIONS SPECIFIED IN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF CONSTRUCTION. 1.9. STRUCTURAL DESIGN DRAWINGS SHALL NOT BE REPRODUCED AS SHOP DRAWINGS. CONTRACTOR & HIS SUBCONTRACTORS SHALL PREPARE ORIGINAL SHOP DRAWINGS. 1.10. CONTRACTOR SHALL REVIEW & STAMP ALL SHOP DRAWINGS BEFORE SUBMITTAL FOR REVIEW. PROPOSED FABRICATION CHANGES FROM DESIGN DRAWINGS SHALL BE NOTED IN SHOP DRAWINGS. ANY DISCREPANCIES BETWEEN ARCHITECTURAL & STRUCTURAL DRAWINGS SHALL BE NOTED TO BE VERIFIED ON SHOP DRAWINGS. 1.11. RISK CATEGORY = IV 1.12. DESIGN GRAVITY LOADS: DEAD LOADS: EXISTING ROOF SELF EXISTING FLOOR SELF EXISTING EQUIPMENT SHELTER SEE PLAN LIVE LOADS: EXISTING ROOF 25 PSF EXISTING FLOOR 50 PSF + 20 PSF SNOW LOAD: DESIGN SNOW LOAD, Pa 25 PSF 1.13. WIND LOADS: ULTIMATE WIND SPEED (3 SEC. GUST), V„,, 115 MPH NOMINAL DESIGN WIND SPEED, V, 89 MPH EXPOSURE CATEGORY C INTERNAL PRESSURE COEFFICIENT, GC,, t0.18 1.14. SEISMIC LOADS: SEISMIC IMPORTANCE FACTOR, I. 1.15 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: (SHORT SECOND) SR 1.455 (1-SECOND PERIOD) S, 0.542 SITE CLASS D DESIGN SPECTRAL RESPONSE ACCELERATION COEFFICIENTS: (SHORT SECOND) SD" 0.970 (1-SECOND PERIOD) Sp, 0.542 SEISMIC DESIGN CATEGORY D 1.15. FULL -BUILDING LATERAL ANALYSIS HAS NOT BEEN PERFORMED ON THIS STRUCTURE AS THE ADDITIONS SHOWN IN THIS SUBMITTAL PACKAGE DO NOT INCREASE THE GOVERNING LATERAL FORCES BY MORE THAN 10% AS ALLOWED BY EXCEPTION #2 PROVIDED IN THE 2015 INTERNATIONAL BUILDING CODE, SECTION 1103.3. 2.1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED & ERECTED ACCORDING TO AISC "MANUAL OF STEEL CONSTRUCTION," FOURTEENTH EDITION, & AISC 360-10 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS." 2.2. SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH THE LATEST EDITION OF AISC MANUAL 'DETAILING FOR STEEL CONSTRUCTION." DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED & REVIEWED BY STRUCTURAL ENGINEER & ARCHITECT. 2.3. UNLESS NOTED OTHERWISE ON DRAWINGS, ALL STRUCTURAL WIDE • FLANGE SHAPES SHALL CONFORM TO ASTM A992 (Fy = 50ksi), ALL OTHER STRUCTURAL STEEL SHAPES, PLATES, & BARS SHALL CONFORM TO ASTM A36 (Fy = 36ksi). 2.4. STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, (Fy = 46ksi). 2.5. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B (Fy = 35ksi). 2.6. ALL FIELD BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH THREADED FASTENER ASSEMBLIES (H.S. BOLTS) THAT CONFORM TO ASTM A325 OR A490. 2.7. BOLTS IN TENSION CONNECTIONS, BRACING CONNECTIONS, MOMENT CONNECTIONS, OR OTHER CONNECTIONS NOTED ON THE DRAWINGS & CONSIDERED TO BE SLIP -CRITICAL BOLTS SHALL BE TIGHTENED BY THE TURN -OF -NUT METHOD OR SHALL UTILIZE LOAD INDICATOR TYPE BOLTS INSTALLED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. SUCH CONNECTION BOLTS SHALL HAVE A HARDENED WASHER PLACED UNDER THE ELEMENT TO BE TIGHTENED. 2.8. CONNECTIONS MADE WITH H.S. BOLTS SHALL COMPLY WITH RCSC 'SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS." IN BEARING TYPE CONNECTIONS, TIGHTEN BOLTS TO DEVELOP AT LEAST A SNUG -TIGHT CONDITION. ALL OTHER CONNECTIONS SHALL BE TIGHTENED TO DEVELOP MINIMUM BOLT TENSIONS REQUIRED FOR SLIP CRITICAL OR DIRECT TENSION CONNECTIONS. 2.9. ANCHOR RODS TO BE F1554 U.N.O. FURNISH WITH HEAVY HEX NUTS. WASHERS & ONE BOLT DIAMETER OF THREAD PROJECTION ABOVE NUT. 2.10. USE PRE -QUALIFIED WELDED JOINTS AS PER AISC & AWS D1.1 °STRUCTURAL WELDING CODE." USE ONLY CERTIFIED WELDERS, MINIMUM E70XX ELECTRODES UNLESS NOTED OTHERWISE. 2.11. WELDS DESIGNATED AS "DEMAND CRITICAL" SHALL BE MADE WITH - FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN AWS D1.8 CLAUSE 6.3. 2.12. AREAS DESIGNATED AS "PROTECTED ZONES" SHALL BE REPAIRED AS REQUIRED WHEN HOLES, TACK WELDS, ERECTION AIDS, AIR -ARC GOUGING, AND UNSPECIFIED THERMAL CUTTING ARE USED FOR FABRICATION OR ERECTION OPERATIONS. 2.13. PROOF OF WELDER CERTIFICATE SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. 2.14. DO NOT USE GAS CUTTING TORCHES FOR CORRECTING FABRICATION ERRORS IN THE STRUCTURAL FRAMING. 2.15. PAINT STRUCTURAL STEEL IN ACCORDANCE WITH THE ARCHITECT'S SPECIFICATIONS. DO NOT PAINT CONNECTIONS DESIGNED AS FRICTION TYPE OR TO BE WELDED. 2.16. ALL STEEL THAT IS TO BE PERMANENTLY EXPOSED TO WEATHER SHALL BE HOT -DIP GALVANIZED. 2.17. GALVANIZED COATING SHALL CONFORM TO ASTM 525, G60. 2.34. REPAIR ANY GALVANIZED AREAS THAT ARE DAMAGED BY HEAT AND STICK METHOD IN ACCORDANCE WITH ASTM-A780, Al. REPAIR USING ZINC -BASED ALLOYS (HEAT -STICK METHOD). PAINT CONTAINING ZINC DUST SHALL NOT BE USED FOR REPAIRS. 2.35. THE STRUCTURE IS DESIGNED TO BE STABLE IN ITS COMPLETED FORM. THE CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURE'S STABILITY DURING CONSTRUCTION. PROVIDE NECESSARY BRACING & SHORING AS REQUIRED. MAINTAIN STRUCTURAL STABILITY DURING ERECTION BY INSTALLATION OF TEMPORARY VERTICAL & HORIZONTAL BRACING IN ALL STORIES ABOVE COMPLETED FLOOR SLABS & PERMANENT VERTICAL BRACING. LIMIT TEMPORARY BRACING TO TWO STORIES UNLESS OTHERWISE APPROVED BY THE ENGINEER. ALL PERMANENT BRACING, MOMENT CONNECTIONS, & FLOOR & ROOF DECKS (DIAPHRAGMS)SHALLBECOMPLETELY INSTALLED BEFORE TEMPORARY BRACING OF STRUCTURE ARE REMOVED. 2.36. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL MISCELLANEOUS STEEL NOT SHOWN ON STRUCTURAL DRAWINGS. 2.37. MINIMIZE FIELD WELDING. 2.38. FIELD PAINTING & TOUCH-UP SHALL BE PERFORMED ON ALL FIELD JOINTS OF STEEL THAT HAVE HAD A SHOP COAT OF PAINT. 2.39. PACK SPACE SOLID ABOVE SUPPORTING CONCRETE BELOW COLUMN BASE & BEAM BEARING PLATES WITH NON -STAINING, NON -SHRINK GROUT. 2.40. DO NOT WELD THROUGH GALVANIZING OR PAINT. 2.41. SHOP & FIELD WELDING SHALL BE IN ACCORDANCE WITH "STRUCTURAL WELDING CODE" BY AMERICAN WELDING SOCIETY (AWS D1.1). WELDING SHALL BE PERFORMED ONLY BE PRE -QUALIFIED OPERATORS. 2.42. SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEEL CONSTRUCTION." DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED & REVIEWED. 2.43. STRUCTURAL STEEL SHOP DRAWINGS & ERECTION DRAWINGS SHALL BE ORIGINAL & SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. REPRODUCIBLE PRINTS MADE FROM CONTRACT DRAWINGS ARE NOT PERMITTED. 3. POST -INSTALLED REBAR & ANCHORS 3.1. SPECIFIC PRODUCT, DIAMETER, AND EMBEDMENT SHALL BE SHOWN IN THE DETAILS. INSTALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER' PRINTED INSTALLATION INSTRUCTIONS (MPII). CONTRACTOR SHALL CONTACT MANUFACTURER'S REPRESENTATIVE FOR PRODUCT INSTALLATION TRAINING AND SHALL SUBMIT LETTER TO THE ENGINEER -OF -RECORD (EOR) INDICATING TRAINING HAS TAKEN PLACE. REFER TO THE PROJECT BUILDING CODE AND/OR EVALUATION REPORT FOR SPECIAL INSPECTIONS AND PROOF LOAD REQUIREMENTS. SUBSTITUTION REQUESTS FOR PRODUCTS OTHER THAN THOSE LISTSED BELOW MAY BE SUBMITTED BY THE CONTRACTOR TO THE EOR FOR REVIEW. SUBSTITUTIONS WILL ONLY BE CONSIDERED FOR PRODUCTS HAVING A RESEARCH REPORT RECOGNIZING THE PRODUCT FOR THE APPROPRIATE APPLICATION UNDER THE PROJECT BUILDING CODE. SUBSTITUTION REQUEST SHALL INCLUDE CALCULATIONS THAT DEMONSTRATE THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE EQUIVALENT PERFORMANCE VALUES OF THE DESIGN BASIS PRODUCT. 3.2. FOR ANCHORING INTO CONCRETE: 3.2.a. MECHANICAL ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI 355.2 AND ICC-ES AC193 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. 3.2.b. ADHESIVE FOR REBAR AND ANCHORS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ACI355.4 AND ICC-ES AC308 FOR CRACKED CONCRETE AND SEISMIC APPLICATIONS. DESIGN ADHESIVE BOND STRENGTH HAS BEEN BASED ON ACI 355.4 TEMPERATURE CATEGORY B WITH INSTALLATIONS INTO DRY HOLES DRILLED USING A CARBIDE DRILL BIT INTO CRACKED CONCRETE THAT HAS CURED FOR AT LEAST 21 DAYS. ADHESIVE ANCHORS REQUIRING CERTIFIED INSTALLATIONS SHALL BE INSTALLED BY A CERTIFIED ADHESIVE ANCHOR INSTALLER PER ACI 318-14 17.8.2.2. INSTALLATIONS REQUIRING CERTIFIED INSTALLERS SHALL BE INSPECTED PER ACI 318-14 17.8.2.4. 3.2.c. POWER -ACTUATED FASTENERS SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ICC-ES AC70. 4. SPECIAL INSPECTIONS 4.1. STRUCTURAL TESTS AND INSPECTIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 4.1.a. THE INSPECTOR SHALL BE HIRED AND PAID FOR BY THE OWNER 4.1.b. THE INSPECTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE APPROVED STRUCTURAL PLANS AND SHALL SUBMIT PROGRESS REPORTS AND INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE STRUCTURAL ENGINEER OF RECORD. 4.2. SATISFY MINIMUM INSPECTION AND QUALITY CONTROL REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 4.3. SEE THIS SHEET FOR SCHEDULE OF SPECIAL INSPECTIONS. PROJECT SCHEDULE OF SPECIAL INSPECTIONS MATERIAL/ACTIVITY SERVICE APPLICABLE TO THIS PROJECT YM EXTENT AGENT DATE COMPLETED 1704.2.5 INSPECTION OF FABRICATORS 1. VERIFY FABRICATION/QUALITY CONTROL PROCEDURES IN PLANT REVIEW (3) Y PERIODIC 1705.2 STEEL CONSTRUCTION 1. FABRICATOR AND ERECTOR DOCUMENTS (VERIFY REPORTS AND CERTIFICATES AS LISTED IN AISC 360. CHAPTER N, PARAGRAPH 3.2 FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS) SUBMITTAL REVIEW Y EACH SUBMITTAL 2. MATERIAL VERIFICATIONS OF STRUCTURAL STEEL SHOP (3) AND FIELD INSPECTIONS Y PERIODIC 3. EMBEDMENTS (VERIFY DIAMETER GRADE, TYPE, LENGTH, EMBEDMENT. SEE 1705.3 FOR ANCHORS) FIELD INSPECTION V PERIODIC 4. VERIFY MEMBER LOCATIONS. BRACES, STIFFENERS, AND APPUCATION OF JOINT DETAILS AT EACH CONNECTION COMPLY WITH CONSTRUCTION DOCUMENTS FIELD INSPECTION Y PERIODIC 5. STRUCTURAL STEEL WELDING: A. INSPECTION TASKS PRIOR TO WELDING (OBSERVE OR PERFORM EACH WELDED JOINT,MEMBER, OR THE QA TASKS LISTED IN AISC 360 TABLE N5.4-1) SHOP (3) AND FIELD INSPECTION V OBSERVE OR PERFORM AS NOTED (4) B. INSPECTION TASKS DURING WELDING (OBSERVE OR PERFORM EACH WELDED JOINT.MEMBER. OR THE QA TASKS LISTED IN AISC 360 TABLE N5.43) SHOP (3) AND FIELD INSPECTION Y OBSERVE (4) C. INSPECTION TASKS AFTER WELDING (OBSERVE OR PERFORM EACH WELDED JOINT, MEMBER, OR THE QA TASKS LISTED IN AISC 360 TABLE N5.4-2) SHOP (3) AND FIELD INSPECTION Y OBSERVE OR PERFORM AS NOTED (4) D. NON-DESTRUCTIVE TESTING (NDT) OF W ELDED JOINTS: SEE COMMENTARY 5) FABRICATORS NDT REPORTS WHEN FABRICATOR PERFORMS NDT VERIFY REPORTS V EACH SUBMITTAL (5) 6. STRUCTURAL STEEL BOLTING: A. INSPECTION TASKS PRIOR TO BOLTING (OBSERVE OR PERFORM TASKS FOR EACH BOLTED CONNECTION IN ACCORDANCE WITH QA TASKS USTED IN AISC 360, TABLE N5.6.1 Y OBSERVE OR PERFORM AS NOTED (4) B. INSPECTION TASKS DURING BOLTING (OBSERVE THE QA TASKS USTED IN AISC 360, TABLE N5.6-2 Y 2)SNUG-TIGHT JOINTS Y PERIODIC C. INSPECTION TASKS AFTER BOLTING (PERFORM TASKS FOR EACH BOLTED CONNECTION IN ACCORDANCE WITH OA TASKS LISTED IN AISC 360, TABLE N5.6-3 Y PERFORM (4) 1705 POST -INSTALLED ANCHORS 1. PREPARE A REPORT INCLUDING THE FOLLOWING DETAILS: A. ANCHOR DESCRIPTION. INCLUDINGTHE ANCHOR PRODUCT NAME, BOLT DIAMETER AND ANCHOR LENGTH FIELD INSPECTION V CONTINUOUS B. HOLE DESCRIPTION INCLUDING VERIFICATION OF DRILL BIT COMPUANCE WITH ANSI B212.15-1994. RECORD INSTALLATION DESCRIPTION. INCLUDING VERIFICATION OF MASONRY/CONCRETE COMPRESSIVE STRENGTH, AND ANCHOR INSTALLATION AND LOCATION (SPACING AND EDGE DISTANCE) IN ACCORDANCE WITH MANUFACTURERS PUBLISHED INSTALLATION INSTRUCTIONS FIELD INSPECTION Y CONTINUOUS 0 LDC PPG COIL °PLUG u,NG GROUP Architectural Engineering Structural Survey 20210142W Asa NE Ph.425.806.1869 Waodrvl0. WA 08072 FR.425.4822893 www.LDCc0lp.com DATE: 1-11-18 DRAWN BY: GJS CHECKED BY: JMW SUBMITTALS REV DATE DESCRIPTION BY APPROVAL STAMP SITE SEA MALL RATS - 4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE STRUCTURAL GENERAL NOTES & SCHEDULE OF S.I. SHEET NUMBER S-1.0 Jan 23. 2016 - 8:59om Structural\ 176595-52 A:\Telecom\2017\17-659 Verizon - SEA Mall Rats\Drawings\Construction 0 4 R kr 4 4 rrr (E)4-1/2" CONC SLAB i \_ \�\ rTT rr rr Fr IT- rr rr rr 11 11 11 1 11 11 14.-0 3/4" S 14'-0 1/2" a' 14'-0 3/4" 23 8" 1 161'-8" 30.-0" PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO FABRICATION AND CONSTRUCTION. NOTIFY LOC IMMEDIATELY OF ANY DISCREPANCIES FROM THOSE SHOWN HERE AS ALTERNATE DESIGN AND DETAILING MAY BE REQUIRED. 2. PLAN IS FOR REFERENCE ONLY, DO NOT SCALE FROM PLAN. 3. EXISTING ROOFTOP EQUIPMENT IS NOT SHOWN FOR CLARITY. O6 O7 O8 O 10 23.-8" 1 // /IT TT TT /i/ /n /ql 1 // /41 1 I 1 �Tr 11 Tr -Tr 11 I I 11 1 1 11 1 I II 1 11 1 I II I 11 I I — I r1—N Tr TT TT TT TF` 1T n 1T rr TT rr TT n 1T rr • Tr TT 7 n n Tf n JLJL_JLJLJL-JL_JLJLJL-JLJL-JL-JLJL-JL-J_JL-JL-JLJL-JL-JL 7 r z� 1 1 I I 1 1T IT U r r II II 1 I II 11 1 I II II I I 1 (E)6"x2'-01" CON11C JOIST @ 3'-0" o1.c. II 1 11 1 1 I I1 I1 II 1I I1 1I 11 II I II 1 11 I I I II II II II II II 11 it I il 11 il ll 11 11 _u L_1 _1(_1 ll_ll, _.1L�11_ jilt ll 11 u 11 ll 7: z (+ r. z l \ z 1 I) w I,I 1• w °1 Irl\o II ( a 1 1.1 I. Q I �1 w I:) r. w J VI 1 • I(J I. --(4- --firti Ci" (E)22"x38" CONC BEAM / _ 1..1/ \ i1 r, IJ L1/1 -- -:� � r1 r1- rrr JI`r j'rr' "it''-rr _rr- rrr _ 1- I-rr —rr • (E)22"x38" CONC BEAM (E)12" CONC WALL 11 E)8-1/2" CONC SLAB \ (E)4-1/2" CONC \ \ SLAB \ \J • \ \ \ I • \ • \• \ \ • • \ \ II II II II 11 II 11 11 1 1 1 11 II 11 II 1 I I 1 I/ 1 I\\l f I 1 I\ /1 • I/ I\11 I I i 1 \ I I / 1 I y Y I I 1 I I I 1 I I U \ I11 1 i1 11 11 II 1 II I II II II ' II II II II II II rl II II II II u "1L -41, 11 11 IL 111.11. 11 .I1 Jl 11 ll 11 11 11 ll 11 ll 11 ll 11 11 14.-0 3/4" 1\ rr\ \ \ r\ \\ 1 )1, \` \ \T \\ n\ • R\ \\ 1 I \ \\I L_L_L_L_ L\ _L_ / � 1T-Tr rTIT- _ 1T-TT T),t Y\\ I I I I I II \ �\ I 1 I I I II n \\ I I I I I I I I I I II 1 1 I I 1 I I I I I I 1 I I I I I I I 1 1 I II ll h ll ll 1L 11 ll ll ll 11 ll u 14.-0 1/2" 4' 14.-0 3/4" 11 11 r, z w 0. 0 w ll _L 1 II II \\ \\ li 1-11 \\ \\\\ I II I I ).LL) (E)PRECAST CONCRETE EXTERIOR PANELS (E)2'-8"xl-11" HEXAGON CONC. PERIMETER COLUMN (E)40"x24-1/2" CONC. PERIMETER BEAM (E)4-1/2" CONC SLAB (E)22"x38" CONC BEAM (E)8-1/2" CONC SLAB I (E)22"x38" CONC BEAM -T -rr - -rr -rr -rr r-rr -rr -rr -rr -rr -rr - l Ili -rr -rr -T -T -rr -rr -rr -rr -rr -rrr - rt .11 II II 11 II 11 II II II II II II II II 11 11 11 1 I1 11 II 11 (E)8" CONC WALL (E)10" CONC WALL SEE OPPOSITE SIDE FOR JOIST SIZE & FRAMING LAYOUT (E)4-1/2" CONC SLAB ROOF REFERENCE PLAN 22"x34" SCALE: 1/8" = 1'-0" I 11"x17" SCALE: 0" = 1'-0" 1 414> 0 • LDC 1111: crvu wcw¢alNG GROUP Architectural Engineering Structural Survey 20210142ne Ato NE P11. 425.808.1889 Wood/Milo. WA 98072 Fa 425.4822893 WWW.L000Olp.c0111 DATE: DRAWN BY: GJS CHECKED BY: JMW SUBMITTALS REV DATE DESCRIPTION BY APPROVAL STAMP SITE SEA MALL RATS - 4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE STRUCTURAL FRAMING PLAN SHEET NUMBER S-2.0 CONTRACTOR NOTES: 1. INSTALL NEW INTERIOR ANCHOR BOLTS. Jan 23. 2018 - 9:01om -659 Verizon - SEA Moll Role\Drowinge\ Construction \_Struclurol\17659S-S3-0.awg -TT - II 11 N ♦ -FT - - II 11 23.-8" \'H 1'-11 1/2" I. 12' 0" 4 I ram--i-r-- rr-r rr---rr-_m I 1I II II i1 1 II 11 11 II 11 11 11p l 11 11 ot CV w (E)W12x26 co 4 w I C 1 1 1 1 (E)W12x26 (Pjj-31 SEE NOTE #4, TYP. (E)L2.1 /2x2-1/2x3/16 m TYP. /-'.l.L-- LL__1�Ir\(_-j�sS..S,/ay4x.L__1L___!L_�� I ,1.L /2f-C\5'-71/2" —/ �3♦ ��,/4 �/ /.1r\ \ I I( �`sl♦ ■ J� �; 1 1 I / (E)W12x26 + (E)HSS14x4x5/16 \ I I / ♦ / ♦ / / 15' 2 1/8" PLAN NOTES: 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO FABRICATION AND CONSTRUCTION. NOTIFY LDC IMMEDIATELY OF ANY DISCREPANCIES FROM THOSE SHOWN HERE AS ALTERNATE DESIGN AND DETAILING MAY BE REQUIRED. 2. PLAN IS FOR REFERENCE ONLY, DO NOT SCALE FROM PLAN. 3. ALL EXPOSED STEEL SHALL BE HOT DIP GALVANIZED 4. UPGRADE ALL PIPES PER DETAIL 1IS-3.0 KEY (S) SLOPED MEMBER (E)__ EXISTING MEMBER NEW MEMBER L3 L3x3x3/16 41— MODIFIED W18 CONNECTION: 3/S-4.0 MODIFIED W12 CONNECTION: 1/S-4.0 TYP. 2. INSTALL NEW CORNER BOLTS ONE AT A TIME. CUT HEADS OFF THE EXISTING BOLTS AS NEEDED TO FACILITATE CORRECT ANCHOR BOLT INSTALLATION. 3. AFTER ALL NEW ANCHORS ARE INSTALLED, CUT OFF ALL EXISTING ANCHOR BOLT HEADS. (E)W18, SEE PLAN (8)3/4"0 SIMPSON STRONG BOLT CS STRONG BOLT 2 EXPANSION ANCHORS w/5-3/4" MIN EMBEDMENT I I SEE NOTE #3 31/2" INTERIOR ANCHOR BOLTS, SEE NOTE #1 (E)PL3/4"x14"x2'-3" w/(6)3/4"0 ALL THREAD RODS w/SIMPSON STRONG -TIE "EPDXY -TIE" ADHESIVE w/7" MIN EMBEDMENT SEE NOTE #2 WALL ANCHOR RETROFIT (E)CONCRETE COLUMN BELOW 4-1/2" CONCRETE SLAB / / / N 1 /2" i� • ♦ ♦♦ • • • • ♦ • 5 CONTRACTOR NOTES: 1. INSTALL NEW CORNER BOLTS ONE AT A TIME. CUT HEADS OFF THE EXISTING BOLTS AS NEEDED TO FACILITATE CORRECT ANCHOR BOLT INSTALLATION • • • ♦ 22"x34" SCALE: CUSTOM I 11"x17" SCALE: 1 1/2" = 1-0" • ♦♦ 1 1/2" (4)3/4"0 SIMPSON STRONG BOLT CS STRONG BOLT 2 EXPANSION ANCHORS w/5-3/4" MIN EMBEDMENT (E)HSS 8x4x3/8 POST (E)PL3/4"x12" SQ w/(4)314"0 ALL THREAD RODS w/SIMPSON STRONG -TIE "EPDXY -TIE" ADHESIVE w18" MIN EMBEDMENT ANTENNA, ATTACH TO PIPE PER MANUFACTURER'S RECOMMENDATIONS (N)PIPE 2 XX-STRONG (N)HORIZONTAL STEEL SUPPORT ANGLE, SEE PLAN. ATTACH PIPE w/(1)1/2"0 U-BOLT. ANCILLARY EQUIPMENT, ATTACH TO PIPE PER MANUFACTURER'S RECOMMENDATIONS (2)1/2"0 U-BOLTS OR (4)1/2"0 THREADED RODS (E)PLATFORM STEEL, VARIES. SEE PLAN. (E)CONCRETE ROOF, SEE PLAN. t0 I C.) 4 (E)PLATFORM PARTIAL PLAN I 22"x34" SCALE: 1/4" = 1'-0" I 11"x17" SCALE: 1/8" = 1'-0" 3 ROOF ANCHOR RETROFIT I 22"x34" SCALE: 3" = 1'-0" I 11"x17" SCALE: 1 1/2" = 1'-0" 2 TYP. ANTENNA POSITION I 22"x34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1'-0" 1 0 mal LDC Architectural Engineering Structural ,Nc crvn. r.+cnlrei"c cvo„v Survey 20210 142„0 Aso NE 00. 425.806.1000 Wo08mM, WA 00072 Fa. 025.482.2E93 wwn.LD000R.cam DATE: 1-11-18 DRAWN BY: GJS CHECKED BY: JMW SUBM ITTALS REV DATE DESCRIPTION BY APPROVAL STAMP SITE SEA MALL RATS - 4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE STRUCTURAL PLAN, SECTION. & DETAILS SHEET NUMBER S-3.0 Plotted: Jan 23. 2018 ngs\Construction\ Structurol\17659S—S4-0.dwg P:\Tetacom\2017\17-659 Veriaon — SEA Moll Rate\Dr 4" BENT PLS/16"x3" 1 , 3" LONG w/(1)5/8"0 BOLT EACH LEG. INSTALL OVER (E)BENT ANGLE LEG. BEND IN FIELD TO MATCH KICKER SLOPE. 1 i/# (N)SUPPORT ANGLE, SEE PLAN NEW OR EXISTING KICKER, SEE PLAN 6'-0" TO TOP OF (E)STEEL FRAME PIPE, SEE SECTION PL3/8"x4"x0'-6" 3/16 TYP. NEW STEEL KICKER w/(1)5/8"0 BOLT EA END, SEE PLAN NOT USED BENT PL5/16"x3" 3" LONG w/(1)5/8"0 BOLT EACH LEG. INSTALL OVER (E)BENTANGLE LEG. BEND IN FIELD TO MATCH KICKER SLOPE. 1 1 NEW OR EXISTING KICKER TO TOP OR BOTTOM W18 FLANGE (E)W18, SEE PLAN 6 KICKER TO TOP SUPPORT ANGLE 22"x34" SCALE: 6" = 1'-0" I 11"x17" SCALE: 3" = 1'-0" o9 1 1/2" 0I (E)W12. SEE PLAN / / i i i�— i i / NEW OR EXISTING KICKER, SEE PLAN BENT PL 5 TOP KICKER ATTACHMENT @ NEW PIPE 0 I 22"x34" SCALE: 6" = 1'-0" I 11"x17" SCALE: 3" = 17 (E)W12, SEE PLAN / 1 I / // / i// //\� // s / 0 / I . (E)CONNECTIONS, TO BE REMOVED 4 CONTRACTOR NOTE: 1. INSTALL NEW BENT PLATE WITHIN 8" OF THE ORIGINAL ATTACHMENT LOCATION. LOOSEN TOP CONNECTION TO ALLOW NEW LOWER KICKER CONNECTION. RE -TIGHTEN TOP CONNECTION UPON COMPLETION. 2. EXISTING STEEL KICKER MUST BE INSTALLED STRAIGHT, NO KINKS OR BENDS ALLOWED. 3. CLIP END OF EXISTING ANGLE AS NEEDED TO ALLOW NEW CONNECTION CONFIGURATION. 4. IF EXISTING KICKER CANNOT SATISFY THE NEW CONNECTION REQUIREMENTS, REPLACE THE STEEL KICKER WITH ONE OF APPROPRIATE LENGTH AND OF SIMILAR SIZE AND THICKNESS. NEW OR EXISTING STEEL KICKER, SEE NOTE #3, w/(1)5/8"0 BOLT EA END, SEE PLAN 4" BENT PL 1/4"x3" 6" LONG. BEND IN FIELD TO MATCH KICKER SLOPE (2)5/8"0 BOLTS @ 3" o.c. TOP FLANGE SHOWN CUT AWAY FOR PURPOSES OF THIS VISUAL DETAIL ONLY. TOP FLANGE TO REMAIN INTACT IN FIELD. KICKER ATTACHMENT REINF. @ (E)W18 I 22"x34" SCALE: 3" = 1'-0" I 11"x17" SCALE: 1 1/2" = 1'-0" 3 KICKER ATTACHMENT TO (E)W12 1 22"x34" SCALE: 6" = 1'-0" I 11"x17" SCALE: 3" = 1'-0" 2 KICKER ATTACHMENT TO (E)W12 22"x34" SCALE: 3" = 1'-0" I 11"x17" SCALE: 1 1/2" = 1'-0" 1 0 'i LDC ME CIVIL ENGINEERING GROUP Archltoctural "- Engineering Structural Survey 20210 142d1 Aso NE WaodnWb, WA 98072 PN. 425.806.1889 Fx. 425.4822883 www.LDCoorp.cdn DATE: 1-11-18 DRAWN BY: GJS CHECKED BY: JMW SUBM ITTALS REV DATE DESCRIPTION BY APPROVAL STAMP SITE SEA MALL RATS-4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA98188 SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S-4.0 ion\ 17659CD-RF1-0.dwg - SEA Mall Rote\Drowings\Co Drawing: P:\Tolecon \2017\ 17-659 PROPOSED ANTENNA CONFIGURATION EXISTING ANTENNA CONFIGURATION SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAXfa COAX LENGTH 1 15° 850 CDMA 76.9' 94.7" 4° 2 1/2" 30' 1 15° 850 CDMA 76.9' 94.T 4° 2 1/2" 30' 1 15° NIU 77.0' 69.2" 0° 1 15° PCS 77.0' 69.2" 0° 0 HYBRID A 1 15° AWS/700/850 LTE 77.0' 96.0" 0° 1 HYBRID 40' A 1 15° AWS/700 77.0' 96.0" 0° 1 HYBRID 40' 1 15° PCS/700/850LTE 77.0' 96.0" 3° 0 HYBRID 1 15° 700/PCSLE 77.0' 96.0" 3° 0 HYBRID SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX COAX LENGTH 1 190° 850 CDMA 76.9' 94.7" 4° 2 1/2" 25' 1 190° 850 CDMA 76.9' 94.7" 4° 2 1/2" 25' 1 190° NIU 77.0' 69.2" 0° 1 190° PCS 77.0' 69.2" 0° 0 HYBRID C 1 190° AWS/700/850 LTE 77.0' 96.0" 0° 1 HYBRID 40' C 1 190° AWS/700 77.0' 96.0" 0" 1 HYBRID 40' 1 190° PCS/700/850 LE 77.0' 96.0" 3° 0 HYBRID 1 190' 700/PCSLE 77.0' 96.0" 3" 0 HYBRID TASK SUBMITTED ON: 08/03/17 2 HYBRID 40' TASK SUBMITTED ON: 08/03/17 2 HYBRID 40' 15.70E ±V EXISTING BUILDING REMAIN) EXISTING VERIZON WIRELESS MICROWAVE (1 TOTAL TO Q REMAIN)(BELOW) EXISTING BUILDING O REMAIN) \(TO 44, ` ' h ,11111.1....- ';#* o `� �0 .1 J e -- o o F` y MODIFIED VERIZON WIRELESS '/� \ 4 PANEL ANTENNA (TYP 4 PER 113 SECTOR. 8 TOTAL TO REMAIN) PROPOSED VERIZON WIRELESS DIPLEXER (TYP 4 PER SECTOR, 8 TOTAL PER IT DIAGRAM)(BELOW) ^ / VERIZON WIRELESS RRUS `/`/32 UNIT (TYP 2 PER SECTOR, 4 TOTAL) PROPOSED VERIZON WIELESS RRUS 2212 UNIT (TYP 4 PER SECTOR, 8 TOTAL)(BELOW) (TO \ o o �/ EXISTING VERIZON WIRELESS MICROWAVE (1 TOTAL TO = c" V REMAIN)(BELOW) `` a / EXISTING VERIZON WIRELESS �"� eo A2 UNIT (TYP 3 PER SECTOR,gsbi0 6 TOTAL TO BE REMOVED) ` Q - - ` co / ` q o o MODIFIED VERIZON WIRELESS �N PANEL ANTENNA (TYP 4 PER SECTOR, 8 TOTAL TO REMAIN) (STACKED RRUS) / EXISTING VERIZON WIRELESS RRUS UNIT (TYP 5 PER SECTOR, 10 TOTAL TO BE REMOVED)(STACKED RRUS)`EXISTING EXISTING VERIZON WIRELESS TMA (2 TOTAL TO BE REMOVED)(BELOW) I N R I S E RAYCAP DISTRIBUTION IOVP BOX ANTENNAS & 2 (4 TOTAL TO @AIN, 2 @ EQUIPMENT)(BELOW) �, J _ c. a \, N.,,,, a �� st o (4 TOTAL TO REMAIN, 2 @PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX (4 TOTAL TO REMAIN, 2 @ ANTENNAS & 2 @ 1 EQUIPMENT)(BELOW) I' !��� _� AO 11 10 O A "'b ,� o N. W co co ci 41,\A. oco o a. m v PROPOSED ANTENNA CONFIGURATION 2 EXISTING ANTENNA CONFIGURATION 1 1 22"x34" SCALE: 1/2' = 1'-0" 1 11"x17" SCALE: 1/4" = 1'-0" 1 22"x34" SCALE: 1/2' = 1'-0" I 11"x17" SCALE: 1/4" = 1-0" 0 4 3 L DC Architectural Engineering Structural THE CNarNDWtRINC CROUP Survey 20210 1021d Ave NE Ph. 925.806.1869 Woodmlb. WA 98072 F. 825.8E4.2893 v WN.LOCC8EC.cae DATE: 10-4-17 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 10--17 PRELIMINARY CONSTRUCTION ENS 2 11-T-1T FINAL CONSTRUCTION ENS 3 1-23.18 RFC°: ADD STRUCTURAL RJG APPROVAL STAMP SITE SEA MALL RATS - 4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF-1.0 s\construction\1 Drawing: P:\Telecom\ZOl7\17-659 Verizon — SEA Moll Rots\ Rift is.14 1. MALL RATS X-POL SECTOR 1 ALVS LTE 700 LTE 12- IH3. H0 H5. H6 - Vo D1PLEXER 1 DIPLEGER 71 IB A : A 2212 013 e 1Ie1 Fit "DIN L. J'L 3X•POL U. L2- H3. H4- HS RILLI1iIH 1 /01 1 101 DIPFXER DIPLEXER 7 LEL 2.1 1_8 .JL A B[C101 R:I A1B1', fl:AIBI]flip AlaIC DIIRI RRU9220064 22212 05 l01 1110 RRUS32 B2 1J 1 2'I3141516 11213141516 mum X•POL 1. 2- X.POL 1. 2- SECTOR 3 A1V5 LTE 760CUE ANTENNA CONFIGURATION DIAGRAM I 22"x34" SCALE: N.T.S. 1 11"x17" SCALE: N.T.S. 1 0 LDCArchitectural 1N1: CIVIL r.NCINO.RING CROUP Sunray 20210 142M Aso NE PA. 425.806.1869 Ww kAMo. WA 98072 F. 425.4822093 www.LOCeorp.0o1R DATE: 10-4-17 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCH PITON BY 104.17 PREDMINARY CONSTRUCTION ENS 2 11.7-17 FINAL CONSTRUCTION ENS 1-Zl-18 RFCD'. ADD STRUCTURAL RJG APPROVAL STAMP SITE SEA MALL RATS -4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE ANTENNA CONFIGURATION DIAGRAM SHEET NUMBER RF-2.0 2018 — 8:54am ing: P:\Toloaom\2017\17-659 Verizon — SEA Mall Ratc\0.o.ings\Good GROUNDING KEYED NOTES • EXISTING AGB AT ANTENNAS. OEXISTING AGB CONNECTED TO MGB WITH BUILDING GROUND SYSTEM • EXISTING VERIZON ANTENNA PER PLAN, TYP. • EXISTING BUILDING. CONNECT PROPOSED RRUS AND DIPLEXER UNITS WITH #2 BTCW 7 W TO AGB (TYPICAL AT EACH UNIT). GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED THOROUGHLY THEN COVERED WITH TWO (2) COATS OF SHERWIN WILLIAMS GALVANTE PAINT B350W3 OR EQUAL. SEE 1/E-2.0 FOR TYPICAL CONNECTIONS. 4. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 3. ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION. 4. ALL MATERIALS AND CADWELD MOLDS, SHOTS, ETC. SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 7. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119, 33 8 36. GROUNDING LEGEND GROUND BAR Q GROUND INSPECTION WELL • COPPER GROUND ROD • COMPRESSION LUG A CADWELD CONNECTION • SIDE SPLICE CADWELD FIELD VERIFY 8 TIE INTO EXISTING GROUNDING SYSTEM SCHEMATIC ANTENNA GROUNDING PLAN 22"x34" SCALE: 1/2" = 1'-0" I 11"x17" SCALE: 1/4" = 1'-0" 1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON SERVICES ARE STRICTLY PROHIBITED. 0 'i LDC Architectural Engineering Structural 1N1 CIVIL [McIMMUNE. CROUP Survey 20210 192nd Aso NE PR 025.806.1869 Wcodinvile, WA 98072 F3.425.8822893 ymAY.LDCoolp.0001 DATE: 10-4-17 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 10,17 PRELIMINARY CONSTRUCTION ENS 2 114.17 FMAL CONSTRUCTION ENS 3 1-23.18 RFCD ADD STRUCTURAL FUG APPROVAL STAMP SITE SEA MALL RATS - 4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA 9818B SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1.0 2018 — 8:56om ings\Construction\ 176 • E s GROUND ISOLATOR (TYP AT EACH GROUND BAR) NEW COAXIAL GROUND KITS W/LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) NEW 4"x24"x1/4 THK COPPER GROUND BAR INSTALLED BY GENERAL CONTRACTOR 0000 0 0 0 0 0 0 0 0 0 0000 0000 0 0 ILLS] 0 0 0 0 0 0 0 0 0 , 4`O O 0 0 0 0 0 0 0 0 0 0 O i NOTE OJ `v 26" MGB OR 6" ANTENNA AGB FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE-GL) COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL. u STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER NOTE TWO HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16x1/4" STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE 'TWO HOLE LUG, TO BE USED WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA STRUCTURE, BUILDING RING GROUND OR MGB GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES SHALL USE EXOTHERMIC CONNECTION. TYPICALLY 12" TO 24" 120' MAX ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT 2 1/2" 0 MAX #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 AND 2 NOTES 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO HOLE LUG. 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE CONNECTOR GROUND BAR I 22"x34" SCALE: 3/16" = 1'-0" I 11"x17" SCALE: 3/32" = 1'-0" TO ANTENNAS RX2 TX1/RX1 JUMPER REQUIRED ONLY FOR 1-5/8"0 COAX OR FOR EASE OF CONNECTION (TYP) CONNECTOR WEATHERPROOFING KIT (TYP) SEE NOTE 2 ANTENNA CABLE TO BTS EQUIPMENT (TYP) NOTES 1. DO NOT INSTALL CABLE GROUND KITATABEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 2. WEATHERPROOFING SHALL BE ANDREWS. (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) #6 AWG WEATHERPROOFING KIT (TYP) STANDARD GROUND KIT (TYP) SEE NOTE. 6 COPPER ANTENNA GROUND BAR, WITH INSULATORS. BONDED DIRECTLY TO BUILDING GROUNDING SYSTEM _ - TO GROUND RING GROUND BAR CONNECTION I 22"x34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1-0" 5 CABLE GROUNDING DETAIL I 22"x34" SCALE: 2" = 1-0" I 11"x17" SCALE: 1" = 1'-0" 4 ANTENNA GROUND BAR 22"x34" SCALE: 1 1/2" = 1'-0" I 115/17" SCALE: 3/4" = 1'-0" 3 NOT USED 22"x34" SCALE: N.T.S. 11"x17" SCALE: N.T.S. 2 NOT USED 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 1 0 LDC Architectural Engineering Structural MI CIVIL I:NGIMI.[RING GROUP Survey 20210 142n0 AY4 NE Ph. 425.800.1869 WOJdrnlb, WA 98072 FR. 025.4822893 wxw.LOCcorp.00m DATE: 10-4-17 DRAWN BY: ENS CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 10A-17 PRELIMINARY CONSTRUCTION ENS 2 11-T-17 FINAL CONSTRUCTION ENS 1.23.16 RFCO; AGO STRUCTURAL RJG APPROVAL STAMP SITE SEA MALL RATS - 4T4R 16400 SOUTH CENTER PARKWAY TUKWILA, WA98188 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2.0