Loading...
HomeMy WebLinkAboutPermit PL16-0016 - RONNIE HYDE / INTE-GRAT-ED DESIGN - TYPE 2 WIRELESS TELLECOMMUNICATIONS FACILITIESWA6647 15 & 1405 AT&T SITE APN: 1157200370 APPROVED PARENT PROJECT NO: PL16-0016 PROJECT NO: L16-0018 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF DECISION APRIL 8, 2016 TO: Ronnie Hyde Inte-Grat-Ed Design Services Group 16780 Agate Point Road NE Bainbridge Island, WA 98110 Ronnie.j.hyde@ inte-grat-ed.com 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: L16-0018, PL16-0016 Applicant: Ronnie Hyde, Inte-Grat-Ed Design Services Group (obo AT&T) Type of Permit Applied for: Type 2 Wireless Telecommunications Facilities Permit Project Description: Approval of a Type II Wireless Telecommunication Facilities Permit to upgrade existing antennas and associated cabling on an existing concealed building mounted wireless facility located in a residential zone. No ground disturbance or expansion of the existing cabinet platform is proposed. Location: Tax Lot NO: 1157200370. This wireless facility is located at 5711 S 152nd Street, Tukwila, WA 98188. Associated Files: D16-0009 Comprehensive Plan Designation/Zoning District: High Density Residential (HDR)/HDR II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City Community Development Department has determined that the application for a Type 2 Wireless Communications Facility does comply with applicable City and state code requirements and has approved that application with no conditions Page 2 4/8/2016 \\dcdstore\DCD Common$\Users\Laura\Wireless Facilities\L16-0018\L16-0018 WA6647 Wireless NOD.docx INFORMATIONAL ITEMS 1. The applicant is required to install emergency shut -down switch for Fire Department use. This will be required for the corresponding building permit, D16-0009. 2. Equipment room shall have fire alarm installed and tied into the main building fire alarm panel. This will be required for the corresponding building permit, D16-0009. Contact the Tukwila Fire Marshal at (206)575-4407 with any questions regarding this requirement. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 2 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 In order 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 of $602 plus retainer. / i .� Page 3 4/8/2016 \\dcdstore\DCD Common$\Users\Laura\Wireless Facilities\L16-0018\L16-0018 WA6647 Wireless NOD.docx 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 maybe 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 Laura Benjamin, who may be contacted at 206-433-7166 or via email at laura.benjamin@tukwilawa.gov for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community Development City of Tukwila City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTIFICATION: FILE NUMBER: APPLICANT: PROPERTY OWNER: REQUEST: LOCATION: ASSOCIATED PERMITS: SEPA DETERMINATION: COMPREHENSIVE PLAN DESIGNATION: ZONE DESIGNATION: STAFF: ATTACHMENTS: STAFF REPORT TO THE DIRECTOR PREPARED APRIL 8, 2016 Notification is not required for a Type II land use application. L16-0018, PL16-0016 Ronnie Hyde, Inte-Grat-Ed Design Services Group (obo AT&T) Hampton Heights, LLLP Approval of a Type II Wireless Telecommunication Facilities Permit to upgrade existing antennas and associated cabling on an existing concealed building mounted wireless facility located in a residential zone. No ground disturbance or expansion of the existing cabinet platform is proposed. Tax Lot NO: 1157200370. This wireless facility is located at 5711 S 152nd Street, Tukwila, WA 98188. Electrical permits issued through the City of Tukwila will be required for service alteration for any other electrical service work this is anticipated but not noted on the plans, per article 85.13 (B), Washington electrical code. A building permit is required for the scope of work stated on the submitted plans. Building permit application D16-0009 received at time of this application. Exempt High Density Residential (HDR) HDR Laura Benjamin, Assistant Planner Project Plans for Permit L16-0018 Page 2 4/8/2016 \\dcdstore\DCD Common$\Users\Laura\Wireless Facilities\L16-0018\L16-0018 WA6647 Wireless SR.docx FINDINGS Vicinity/Site Information Project Description The applicant is requesting approval of a Type II Wireless Telecommunication Facilities [WCF] Permit to replace and add equipment on an existing concealed building mounted facility at 5711 S 152nd Street. The project includes: • Removal of three (3) existing panel antennas and replacement with three (3) new panel antennas in the existing cupola. The existing concealed building mounted cellular facility does not extend beyond the roofline. The proposed modifications do not alter the existing height. Existing Development This concealed building mounted wireless facility is located in a cupola in the Hampton Heights Apartments, a multi -family development located in a residential area of the city. Surrounding Land Uses The subject property is zoned High Density Residential (HDR). The surrounding parcels to the north, south, east and west are also zoned HDR. Background In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides specific location and design requirements for the placement of WCF within the City of Tukwila. The WCF being modified was originally approved by the City in 2002 (L02-011) through a conditional use permit. In 2011 the WCF was approved for modifications (L11-022) through a Type 2 Wireless Facilities permit and SEPA environmental review (E11-001). Location Selection Tukwila Municipal Code (TMC) provides a hierarchy of appropriate locations within the City. Generally, co - locations and utilizing existing structures are favored over the development of new standalone WCF within the City. TABLE A Type of Permit Required, Based on -ype of Wireless Communication Facility ZONING (1) TYPE OF FACILITY RESIDENTIAL COMMERCIAL INDUSTRIAL Page 3 4/8/2016 \\dcdstore\DCD Common$\Users\Laura\Wireless Facilities\L16-0018\L16-0018 WA6647 Wireless SR.docx Transmission Tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 2(3) Non -concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) Zoning for anyprivate/public property or right-of-way Residential - LDR, MDR, or HDR Commercial - 0, MUO, RCC, NCC, RC, RCM, TUC, C/L/ or TVS Industrial - LI, HI, MICA, 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 replacing antennas to an existing concealed building mounted wireless facility in a residential zone. This decision does not require the use of any new facilities for placement of the new antennas, radios, and cabinet equipment. There is no proposed new cabinet equipment. 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 The applicant has not proposed a new generator. 2.Business License Requirement X AT&T has an active business license for the subject site (BUS-0993486). 3. Only safety signage must be placed on the WCF. X The applicant does not propose any signage. 4. Accommodations for parking for maintenance personal must be provided. X Parking is not affected by this modification. Page 4 4/8/2016 \\dcdstore\DCD Common$\Users\Laura\Wireless Facilities\L16-0018\L16-0018 WA6647 Wireless SR.docx 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. X The applicant has not proposed a new tower. The existing facility is aconcealed building mounted facility and does not include a tower. 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. X No new buildings or structures are proposed. 7. Antennas shall have the same color scheme as the structure they are located on. X The antennas are housed in the cupola and screened from view. 8. WCF poles and towers shall only have safety lights if required by a government agency. X No lighting is proposed. 9. No advertising is permitted on WCF X No advertising is proposed. 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. X No change to the existing equipment enclosure is proposed. Table 2 (See TMC 18.58.100 for additional information) Concealed Building Project Project Not Notes Mounted Development does does Applicable Requirements comply not comply 1. The proposed facility must meet the height requirements of the applicable zoning category.. X No proposed changes to the height of the facility. The facility housed within the cupola current extends 25 feet above the roofline of the primary structure. Page 5 4/8/2016 \\dcdstore\DCD Common$\Users\Laura\Wireless Facilities\L16-0018\L16-0018 WA6647 Wireless SR.docx 2. The antennas must be concealed from view by blending with the architectural style of the building. X The antennas will be housed in the existing cupola (stealth).. 3. Feed lines and cables should be located below the parapet of the rooftop. X All cables will follow existing routes inside the cupola, screened from view. 4. If cabinet equipment cannot be located within the building where the wireless communication facilities will be located, then the City's first preference is to located the equipment on the rooftop of the building. X There are no proposed changes to the cabinet equipment. 5. The proposed wireless communication facility must meet the setback of the applicable zoning category where the facility is to be located. X The modification will protrude no more than 6 feet from the edge of the structure, which is within the allowable setbacks for the HDR zoning district. 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 Tables 1 and 2, the project meets all applicable development standards for a Type 2 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. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type II Wireless Telecommunication Facility permit as applied for by Inte-Grat-Ed Design Solutions for AT&T with no conditions. Page 6 4/8/2016 \\dcdstore\DCD Common$\Users\Laura\Wireless Facilities\L16-0018\L16-0018 WA6647 Wireless SR.docx INFORMATIONAL ITEMS 1. The applicant is required to install emergency shut -down switch for Fire Department use. This will be required for the corresponding building permit, D16-0009. 2. Equipment room shall have fire alarm installed and tied into the main building fire alarm panel. This will be required for the correspording building permit, D16-0009. ECE !1 ED t4PR 23 2016 Community Development at&t DATE: March 3, 2016 TO: The City of Tukwila Planning Department RE: Proposed Radio Site/Modification: WA6647 @ 5711 South 152nd St. Tukwila Dear Planner, The proposed facility noted above will transmit at frequencies in the range of 734 to 892 MHz and 1,930 to 2,360 MHz as licensed by the Federal Communications Commission. The worst case general population exposure limit per the FCC Public Standards OET Bulletin 65 occurs at 734 MHz and is 0.4893 mW/cm2. The worst case for the 1,500 to 100,000 MHz band is 1.0 mW/ cm2. The power density calculations for each sector of the proposed facility (typically will be within 5 to 50% of the FCC limit) will be well below the maximum FCC exposure levels. This particular site was measured by an independent 3rd party firm and had one location reading 48.5% of maximum FCC "General Public" values. The remaining measurement locations average readings were < 10%. The proposed facility will not cause other co -located facilities to exceed FCC exposure standards and is categorically proven as safe, according to Federal Guidelines. AT&T audits our facilities on a semi- annual basis to insure that FCC compliance levels are continuously met. The proposed facility should not interfere with other communications facilities. Our sites are monitored 24/7 by a national operations center to insure all is operating normally. In addition, we have local technicians who make routine visits to cell sites to make repairs when needed. I certify that this information is true to the best of my knowledge. Regards, Ken Seymour: FCC License Number PG-13-16349 Engineering Manager AT&T Mobility F 1 City of Tukwila Department of Community Development February 08, 2016 RONNIE HYDE 16780 AGATE POINT RD NE BAINBRIDGE ISLAND, WA 98110 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0009 AT&T MOBILITY - 5711 S 152ND ST Dear RONNIE HYDE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: Jaimie Reavis at 206-431-3659 if you have questions regarding these comments. • This permit exceeds the scope approved in WCF permit L11-022. A new, Type 2 WCF permit must be approved before the building permit can be approved. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)433-7165. Sincerely, Rache le Ripley Permi Technician File No. D16-0009 DUs- oci9 m-co � February 7, 2016 City of Tukwila Department of Comm 6300 Southcenter BIv Tukwila, WA 98188 RECEIVE I4AR 2 3 2016 IDevitlppment evelopment Project Narrative — Wireless Communication Facility (WCF) Modification — under section 6409(a) Site Address — 5711 South 152' St. Tukwila, WA 98188 New Cingular Wireless PCS, LLC (AT&T) is proposing to modify an existing telecommunications facility by replacing (3) existing panel antennas with (3) new panel antennas in a stealth cuppola. Please refer to the Plan Set for more information. The existing WCF is located in the HDR zone in the City of Tukwila. The replacement antennas will be located at 49'-0", which is the same height as the existing facility. Please refer to elevation sheets of the Plan Set. This AT&T proposal qualifies as a modification under 6409(a) per the following reasons: • The proposed modification does not increase the height of the base station. The replacement antennas and the new antennas will be the same height as the original antennas — refer to Sheet A-4 of the Site Plans; • The modification will not protrude more than 6' from the edge of the structure; • The new antennas will be stealth • This proposal will not defeat any existing concealment elements or conflict with any of the existing conditions of approval. The existing site is located in the HDR zone, and the existing antennas do not extend more than 15' above the height of the tower. The existing antennas are currently screened. Therefore, this site will not defeat existing concealment elements. AT&T is only proposing a minor modification to an existing wireless facility. They will be replacing (3) antennas. Therefore, this proposal should qualify for review under 6409(a) because of this limited scope of changes and minimal visual impact. Moreover, the modification will enable AT&T to provide more reliable and seamless 4G coverage to its customers in the area. If you have any questions regarding this proposal, please contact me at 562-900-3698. Thank you for your time and consideration. Sincerely, Ronnie Hyde 562-900-3698 Ronnie.j.hyde@inte-grat-ed.com City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION March 25, 2016 Ronnie Hyde 16780 Agate Point Road NE Bainbridge Island, WA 98110 Ronnie.j.hydeinte-grat-ed.com RE: WA664715 & 1405 AT&T L16-0015 (Type 2 Wireless Communication Facility), PL16-0016 (Project File) Dear Mr. Hyde, Your application to remove and replace antennas on an existing facility located at 5711 S 152nd Street is considered complete on March 25, 2016 for the purposes of meeting state mandated time requirements. This determination of complete application does not preclude the ability of the City to require that you submit additional plans or information, if in our estimation such information is necessary to ensure the project meets the substantive requirements of the City or to complete the review process. This notice of complete application applies only to the permits identified above. It is your responsibility to apply for and obtain all necessary permits issued by other agencies. Please feel free to contact me with any questions at (206) 433-7166. Sincerely, Laur Assistant Planner CC: PL16-0016 Ohl of Jul Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Laura Benjamin, HEREBY DECLARE THAT: Notice of Application Notice of Decision Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action X Other: Notice of Complete Application Was mailed to each of the addresses listed/attached on this 25th day of March, 2016 Project Name: WA6647 I5 & I405 AT&T Project Number: L16-0018 Associated File Number (s): PL16-0016 Mailing requeste • b ' : La a Ben Mailer's si _ natAr�� Ronnie Hyde (Applicant) Ronnie.j.hyde(ante-gnat-ed.com 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: I. 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, a nts engineers, contractors or o► ier representatives the right to enter upon Owner's real property, located at 5711 S.,157-N4 ee - ,Z'"ukw1 iA, W 9�/�P 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 Toss or damage to persons or property occurring on the private property during the City's cntry 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. ss EXECUTED at rt tieti(city), �(/I'�- (state),on.3—/6 RECEWE MAR 2 3 2016 Community Development X /Pre /V,410 —CO DCT , 20 /6 (Print Name) Pox I7L SZ, Belitt Ne, tif/h1 Sec /f (Address) 2O6-235- 4z/k3 (Phonc Number) (Sig+iiaturc) On this day personally appeared before me Xi CWYt atil i� j, . to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed tIi -tame as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THiS x 1 D Y OF afr , 20 7 Notary Public State of Washington ANNIKA CHAN MY COMMISSION EXPIRES August 24, 2 c NOTARY residing at APIZariftgrr011r' Lao Bi.iC in� � fqeNue State of Washington My Commission expires on AL,to a4, atliR" I, .� 1 � W t \1 ��� Jz CONtU 'iIG ENGINEERING SERVICE December 15, 2015 Job Number: AZ-2332.001 Inte-grat-ed Design Services Group LLC 2200 East Williams Field Road 2nd Floor, Suite 200 Gilbert, Arizona 85295 Attention: Jason Malpass REM ME MAR 2 3 2016 Community Development Dear Mr. Malpass: Structural Analysis for Rooftop Installation AT&T's. Proposed Antennas and Equipment Site: WA6647 / "I-5 & I-405" 5711 S. 152nd Street, Tukwila, WA 98004 PN LTE 3C/4C, FA#10032278 This letter summarizes our analysis regarding the stability of an existing building for the addition of AT&T's proposed antennas and equipment installation. Our analysis included a review of current building codes and a comparison of new codes to the codes at the time of the referenced previous design, an analytical review of code differences, a review of numerous site photographs taken during a recent site visit and provided by Inte-grat-ed Design Services, and preparation of this report. We understand that it is proposed to replace three existing antennas with three new antennas as follows: Proposed Antennas (Location 47° 27' 57.9" N, 122° 15' 44.4" W): 1) (3) Three LTE 1900/850 LTE 1900/700 LTE WCS Antenna, Manufactured by Commscope SBNHH-1 D4545A 2) (3) Three RRH2x60 by Alcatel -Lucent, Model B25 RRH2x60-850 3) (3) Three RRH4x30 by Alcatel -Lucent, Model B25 RRH4x30-4R 4) (3) Three RRH4x25-WCS by Alcatel -Lucent, Model RRH4x25-WCS 5) (1) Surge Suppressor by Raycap, Model DC6-48-60-18-8F "Squid" Previous Building Code Requirements: 2009 International Building Code and ASCE 7-05 (Minimum Design Loads for Building and Other Structures) for a 3-second gust wind speed of 85 mph (ASCE Table 1609.3.1). Current Building Code Requirements: 2012 International Building Code and ASCE 7-10 for a 3-second gust wind speed of 110 mph. Using allowable stress design method of load calculations the design value for wind is sgrt(0.6(110)2) mph or 85.2 mph (Section 2.4.1 equation 5). 2447 W 12th Street, Suite 1 Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 AA SA Frames] Fnelnsed December 15, 2015 Job Number: AZ-2332.001 Description of Installation: The proposed antennas will be installed on a small existing enclosed rigid wood framed structure on the roof and will replace the same number of existing antennas having nearly the same weight and configuration as the proposed antennas. The wind loads act mainly on the existing structure, nearly eliminating wind loads on the antennas attached to the walls. The increased vertical load is insignificant to the existing building load. Conclusions: The replacement equipment weight and configuration alteration is insignificant to the overall project Live and Dead Loading conditions. Since the new antennas will replace similar size and weight antennas, we conclude that the existing building can support the AT&T installation as presented on the Irate-grat-ed plan (refer to Site: I-5 & I-405, Site Number: WA6647, Project Number: PN LTE 3C/4C). We trust that this report is satisfactory. If you have any questions regarding the investigation, please contact our office. Respectfully submitted, Alan E. Money P.E. Senior Engineer AA SA Framed Enclosed Page No 2 Structural Calculations for I-5 & I-405 WAL01870 LTE 3C/4C: WA6647 SA 5711 South 152nd. Street, Tukwila, WA 98188 Basis of Design 1 Summary 2 Wind Loads 3 Rafter Analysis 4 Ridge Analysis 5 Stud Analysis 6-8 Seismic Analysis vs. Design Wind Loads 9-10 December 15, 2015 VU 49700 Cisr ON. 2015 Structural Calculations and Design Details Applicable to Installation of One - WAL01870 LTE 3C/4C: WA6647 SA at the Subject Site _I r"-971--1 (-4"—\i'crf''1-17.-r-7.1-i747-7'"--1 77— T CONSULTING ENGINEERING SERVICES 2447 W 12th Street, Suite 1 Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 ('u\St 1.rlu. 1..\1.1'.tfltlfit. Suitt CI+ - - - 1. BUILDING CODE 2. GRAVITY DESIGN: Roof EXPOSURE 3 SECOND WIND GUST Live Load:I 201(psf) GENERAL NOTES & BASIS OF DESIGN 2012 IBC 115 (mph) Dead Load: f 0.001(psf) Roof Ventilation Reduction: N/A Seismic Design Category = A Risk Category = II 1.0 3. SOILS: Soil bearing pressure Minimum footing depth CONCRETE 1,000 psf Soil lateral bearing pressure 150 psf 12 (inches) Unless local conditions are greater 1. CODES AND STANDARDS. Comply with the following Codes: A. ACI 318, "Building Code Requirements for Reinforced Concrete". B. ACI 347, "Recommended Practice for Concrete Form Work". 2. MATERIALS shall conform to the following: A. Cement; ASTM C150, Type V, Portland Cement. B. Hard rock aggregates: ASTM C33 Lightweight aggregates: ASTM C330 C. Water shall be potable. 3. MIX DESIGNS: A. The maximum slump shall be 4" w/o plasticizer added. B. Use pea gravel and/or plasticizer in congested areas. D. Air entrainment: ASTM C260 E. Fly ash: ASTM C618 F. Calcium chloride SHALL NOT be used. C. Limit fly ash to 20% of the total cement. D. Concrete mixes shall conform to the following: Type of Concrete Member 28 Day Strength (psi)* W/C Ratio Dry Weight (pcf) Max Aggregate Size (inches) Entrained Air (%) Min Cement Per CY (lbs) Footings & Slabs on Grade 2500 0.45 150 3/4 3 ±1 517 *(Special Inspection not required) 4. CONSTRUCTION: 5. FOOTINGS: A. Mechanically vibrate concrete during placement. B. Center footings on structure above, UNO. C. Exterior footings to be embedded a minimum depth. STEEL 1. CODES AND STANDARDS. Comply with: A. CRSI "Manual of Standard Practice". B. ACI "Detailing Manual", ACI 315 (or SP-66). Reinforcing: 60 ksi A-615 - Grade 60 HSS Tube: 46 ksi A -500 Roof Decking: 50 ksi A-792 - Grade 50 Pipe: 36 ksi A-501 Bolts ASTM A36, ASTM A307 as specified on details 3. CONSTRUCTION: A. Detail, bolster, and support all rebar. Tie bars securely with proper clearances before casting concrete. B. Use rebar free flaky rust, grease, dirt, and other materials, which affect bond. C. Minimum lap splices (inches): Bar # #3 #4 #5 #6 Inches 16 20 24 33 D. Make cold bends. DO NOT use heat. DO NOT re -bend a previously bent bar. E. Minimum concrete cover: (securely position and anchor rebar prior to pour) Cast against and permanently exposed to earth 3 (inches) Slabs -On -Grade (SOG) Center of slab, UNO F. DO NOT weld reinforcing unless specifically noted. CLIENT: PROJECT: at&t Mobility Inte-grat-ed 1-5 & 1-405 WAL01870 LTE 3C/4C: WA6647 SA Prepared By: AEM r r-v f'(r\nl I, fI\(. E.\1.1\11.H1V. SE In 1r 1. Type of Wood: Douglas Fir Larch II Unit Weight: Column Unit Weight: Area of Column: 33.1 Ibs/cf 150 Ibs/cf 0.1 sf Dimensions Total Rafter Length Total Beam Length Total Ridge Beam Total Main Beam Total Shared Beam • J Project Summary Roof Type Tile Sheating/Planks Thickness = 0.500 Tile Min Use 15 psf min, Foam and Shingles Use 10 psf min: Member Call out Width (ft) Height (ft) Rafter 2x6 0.125 0.458 Ridge 2x8 0.125 0.604 Sheathing 1/2" 20.000 20.000 Lower Wall 2x6 0.167 0.500 Ave length(ft) 5.0 10.0 15.c 10.00 302.0 40.0 20.00 20.00 5.00 (ft) (ft) (ft) (ft) (ft) Rafter Spacing Total Beams Structure Height Weight Increase of Antenna and Equipment = Check for resistance against lateral resistance in shortest direction Width Wall Height Roof Pitch Dimensions Member Weights psf Area TtI Wt (Ibs) 12 100 1200 2.1 100 210 15 100 1500 pif L (ft) Ttl Wt (Ibs) 1.9 302.0 572.7 2.5 20.000 50.0 1.7 40.000 1020.0 27.6 50.000 1379.2 Total 4,522 10 10 4 2 2 21.67 ft (ft) 200 Ibs Lateral Wind Shear> Seismic Base Shear : Wind Controls Design Use: 276 plf Shortest Direction 15/32" Structural Sheeting Foundations 375 pH 375 plf Total Dead Load on Roof = (4521.9 Ibs) T 2306.3(1) T 2306.3(1,1 375pif > 276 OK Total Vertical Dead plus Live Load = Maximum Allowable bearing Capacity = Friction + Cohesion = Total Uplift = Total Weight of Structure = 60% of Total Weight = Net Uplift = % Load Increase Due to Presence of Antennas 1s (ft) (ft) (in) V Length Columns: Truss Rafter Length Truss Beam Length Ridge Beam Main Beam Shared Beam 10 0 Eave Overhang 5411.9 ibs 1000 psf City of Phoenix 0 psf 2,570 From Wind Calcs 4,522 From Wind Calcs 2,713 -143 Okay Negative Uplift (Conservative, does not include Weight of Building or Foundation) 12 5.00 10.00 10.00 10.00 5.00 0.0 3.70% of weight of the tower only, Negligible - Okay (ft) (Tt) (in) H (ft) (ft) (ft) (ft) (ft) (ft) CLIENT: PROJECT: at&t Mobility Inte-grat-ed 1-5 & 1-405 WAL01870 LTE 3C/4C: WA6647 SA Prepared By: AEM Date: l L/ 1 b/ I �!11 Joutf iszn0 Street, IUKWIia, VVA 9ti1tits f ..-. ./"1 • - i'7" t.rr `o..r h.vi.r.NF:r.rrrsr.r4 Calculaton of Design Wind Loads - Main Force Resisting Systems Gable Roof Pitch = Rise Run 1 2 Roof Wind Load Uplift Worse Case = Downward Worse Case = a= -25.7 (T 27.6-2) [284] 8.9 (T 27.6-2) [284] 26.6 Degrees Use p = 27.6 psf to Calculate Uplift = Worse Case Use p = 27.6 psf to Calculate Lateral Load for Walls - Worse Case Uplift = 25.7 (10)(10) = Wind Shear = 27.6(10)(10) = Downward Load = (8.9)(10)(10) _ Max Load Combination = 2,570 Ibs 2,760 Ibs 890 Ibs 20.0 psf [Eq 1 ] [Eq 2] [Eq 3] [Eq 4] [Eq 5] ASCE 7-10 S6.5.13.2 Exposure: c Risk Category: 11 3s Wind Gust (mph): 115 L= B= UB = Wall Wind Load = 10 10 1.0 27.6 Interpolated from (T 27.6-1) [280] Weight of Structure = 4,522 Ibs Worse Case Win Allowable Stress Load Combinatons: (Section 2.4.0) pg 8 Note: Negative value = upward vertical force D= D+L= D+(Lr or S or R)= D+0.75L+0.75(Lr or S or r)= D+(0.6*W or 0.7E)= [Eq 6a]+0.75L+0.75(0.6W or 0.7E)+0.75(Lr or S or R) [Eq 6b] D+0.75*L+0.75(0.7E)+0.755 = [Eq 7] 0.6D+0.6W= [Eq 8] 0.6D+0.7E = 0.0 20.0 20.0 15.0 5.3 19.0 15.0 5.3 psf psf psf psf psf psf psf psf 12.0 psf CLIENT: PROJECT: at&t Mobility Inte-grat-ed 1-5 & 1-405 WAL01870 LTE 3C/4C: WA6647 SA Prepared By: AEM JOB NAME: JOB ADDRESS: JOB DESCRIPTION: I-5 & I-405 5711 South 152nd Street, Tukwila, WA 98188 WAL01870 LTE 3C/4C: WA6647 5A 2 x 6 Rafter with max 5 ft. span Bearing (Ib) 1.5 in. Max Span 5.00 ft. Size 2 x 6 in. Braced at ends Species Douglas Fir Larch No.2 Density 33.1 Ib./ft' Spacing Q.C. 24 in. All locations where 2 x 6 members support roofing material Input Data Load Factors Factored Loads Combined Load 20.00 psf Combined Load 1 Combined Load 40 pif Factors Cd C,,, Cr CL CF CV Ce, C; Cr Cc Cr CP CH Cr Cb FACTORED STRENGTH Fb 900 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.15 1.00 1.00 Pb 1017 psi Ft 575 1.00 1.00 1.00 1.00 1.0o Pt 575 psi Fs, 95 1.00 1.00 1.00 1.00 1.00 Pt, 95 psi F,n 625 1.00 1.00 1.00 1.75 P,y 1094 psi F, 1350 1.00 1.00 1.00 1.00 1.00 1.00 PO 1350 psi E 1600000 1.00 1.00 1.00 1.00 E' 1600000 psi Fa 1350 1.00 1.00 1.00 FB 1350 psi BENDING M = 125 ft-lb S = 7.56 in' fb. 198 psi OK AXIAL COMPRESSION WITH BENDING Max Force 100 Ib I (ems) 0.25 ft Is i.bo,el 6 in fb2 0 Buckling Check Fce1 80214 strong axis Fce2 NA weak axis NDS EQ. 3.9-3 0.20 OK SHEAR V= 100 lb f„ a 18 psi OK CL CALCULATIONS I 0.25 ft Is 6 in. d 5.5 in. b 1.5 in. Re 13 in. Kee 0.439 E' 1600000 psi Fb" 1035 psi FbE 3875 psi 0.97 COMPRESSION PARALELL TO GRAIN Max Force 0 Ib Area in Compression 8.3 in2 fc 0 psi OK BEARING PARALLEL" 0 GRAIN Max Force 0 Ib Area in Compression 8.3 in2 fc 0 psi OK >.75F'b NO CAN BEAR ON WOOD COMPRESSION PERPENDICULAR TO GRAIN Compressive Force 40 plf Area in compression 18 in` fc 2.2 psi OK Cp CALCULATIONS Braced lu 0.3 ft IE 2 in. d 5.50 in. b 1.50 in. c 1 KE 0.30 E' 1600000 psi F0' 1350 psi FnE 187500 psi (1+(Fce/Fc))/2c 87 ((1+(Fce/Fc))/2c)"2 7644 (Fce/Fcjic 174 CP 1.00 Slendemess Ratio N/A ('t).\tir7,TIxr; E.\ I.\K£.RING SER17er. 2447 West 12th Street, Suite 1 Tempe, Arizona 85281 Phone 480 927-9696 Fax 480 927-9797 3V f M f,= 2bd �! d 1,=AsperNDSTable3.3.3 Rs- b2 l // l c�=xLl Ll)t•I/ 2Y /5b 51.1<1.0 1±-(FE/F) (1±(iE/1)2 (FE/F) 1.91.9 0.95 1+(Fa1F') I(1+(F�/F')12 (F 1F') CP 2c 'YII` 2c J c ff [fc_ Fc,[1-(f./Fca)] Fb2114./FEz)--(fbt/FE)Z]C1.0 Transferred Load at each end of member 200 Ib JOB NAME: JOB ADDRE55: JOB DESCRIPTION: I-5 & I-405 57115outh 152nd Street, Tukwila. WA 98188 WALOI870 LTE 3C/4C: WA6647 5A 2 x 8 Ridge with 8 ft. max span supporting 2 x 6 Rafters Species Douglas Fir Larch No.2 Density 33.1 Ib./ft3 Bearing (Ib) 12 in. Max Span 8.0 ft. Size 2 x 8 in. Braced at ends All locations where rafters are supported on beam Input Data Load Factors Factored Loads Combined Load 50 Of Combined Load 1 Live Load 50 pif Self Weight 2.5 pif Dead Load 1.4 Dead Load 3 pif Total = 53 plf Factors Cd Cm CI CL Cr CV Cb, Ci Cr Cc Cr CP CH Cr CD FACTORED STRENGTH Fb 900 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 1.00 F'b 881 psi Ft 575 1.00 1.00 1.00 1.00 1.00 F't 575 psi F„ 95 1.00 1.00 1.00 1.00 1.00 F'v 95 psi FcP 625 1.00 1.00 1.00 1.75 F'q, 1094 psi F, 1350 1.00 1.00 1.00 1.00 1.00 1.00 F', 1350 psi E 1600000 1.00 1.00 1.00 1.00 E' 1600000 psi a 1350 1.00 1.00 1.00 F'e 1350 psi BENDING M = 428 ft-lb S = 13.14 in3 fb. 391 psi OK AXIAL COMPRESSION WITH BENDING Max Force 100 Ib 1„(womi 0.25 ft IE () 6 in fez 0 Buckling Check Fce1 69865 strong axis Fce2 NA weak axis NDS EQ. 3.9-3 0.45 OK I SHEAR V= 214 Ib f„. 30 psi OK CL CALCULATIONS I 0.25 ft Is 6 in. d 7.25 in. b 1.5 in. Ra 15 in. /Cc 0.439 E' 1600000 psi Fb` 900 psi FbE 2939 psi t 0.98 COMPRESSION PARALELL TO GRAIN Max Force 53 Ib Area in Compression 11 in' 4.9 psi OK BEARING PARALLEL TO GRAIN Max Force 53 Ib Area in Compression 11 in2 fc 4.9 psi OK >.75F, NO CAN BEAR ON WOOD COMPRESSION PERPENDICULAR TO GRAIN Compressive Force 53 pH Area In compression 18 in fc 3.0 psi OK Cp CALCULATIONS Braced Iu 0.3 ft IE 2 in. d 7.25 in. b 1.50 in. c 1 KcE 0.30 E' 1600000 psi Fc' '1350 psi FdE 187500 psi (1+(Fce/Fc))/2c 87 ((1+(Fce/Fc))/2c)"2 7644 (Fce/Fcyc 174 CP 1.00 Slenderness Ratio N/A 1 fi/T� 1 r7-"‘ . �'`"�T ,.�'�^-J,i -'; ^ J _.1_✓ l a 1 J Tr -le ('Q.\;:I7,rIYf: j+',Yf:/NPX1?/ i SEIe% 2447 We51:12th Street, Suite 1 Tempe, Arizona 85281 Phone 480 927-9696 Fax 480 927-9797 fb f" 2bd F/ d l = As perNDS Table 3.3.3 RB = bz C„ -KLI 211's( 2) .(5.�25)1<1.0 CP = f. fc_ 1+(FE [1�(iE/1)2E1.9 1.9 J Q95 I+(FF/F) 1(1+(Fa ,F')lz (F /F•) 2c �Y2c JI c 2 f Fb2[1-{f /Fra)-{f,,/Fnc�]<LO Transferred Load at each end of member 213.9985 Ib King Stud Design for Walls and Headers Stud Design 1 ICheck Combined Bending and Compression in a Stud Wall Gravity Loads Roof D = 0 Max Height of Wall Studs = 10 ft L = 20 Wall D= 10 Ce= 1.13 Cg = 1.5 qs = 27.6 psf IW= 1.0 Ip = 1.0 Ns= 1.0 Max width of building = 10 ft Outward wind pressure = P = CeCggslw = (1.13)(1.5)(27.6)(1) 46.8 psf horizontal Upper limit for the Seismic Force to Wall FP = 4.0CalpWp Ca = 0.44Na = 0.44 Fp = 4.0(0.44)(1)(10) = Fp/1.4 = 17.6/1.4 = Try 2" x 6" No. 2 DF-L lb = 1.5 CFbendin9 = CFcompression = A= S= 8.25 in2 7.56 in3 Soil Profile Type SD 17.6 psf 12.57 < 46.78 psf - Ok 5.5 parallel to grain Load Case 1 Gravity Loads Only Fb = F, = = E= (Tributary width of roof framing to the exterior bering wall = Dead Loads RoofD=0psfx2.5ft= Wall D=10psf x10ft= Live Loads Roof L = 20psf x 2.5ft = 0.0 Ib/ft 100 Ib/ft 100.0 Ib/ft 50 Ib/ft 150.0 Ib/ft fc = P/A = 150/8.25 = (le/d)y = 0 Because of Sheathing (Ie/d)n,a,, = (le/d) = (10ft x 12 in./ft)/5.5in = Co = 1.6 1 18 psi 900 psi 1,350 psi 625 psi 1,600,000 psi 7ft 21.8 E' = E(C..1(C.1(C:1= 1600000(1.0111.01(1.01= 1.600.000 osi For Visually graded sawn lumber c= 0.3 0.8 Fez = (KoE E')/(1e/d)2 = (0.3)(1600000)/(21.8)^2 F*� = Fc(Co)(CM)(Ct)(CF)(Ci) = 1350(1.0)(1.0)(1.0)(1.0)(1.0) = FCE / F*c = 1008/1350 = 0.747 (1+FcE/F*c)/2o = 1008 psi (1+(1008/1350))/(2)(0.8) = 1.092 t+cE (� I�l+l/ F:)12 (F c) CP = 2c y E ) "E = 1.092 - sqrt(1.092)A2 - 0.934) _= 1.350 1350(1.6)(1.0)(1.0)(1.1)(1.35)(1.0) = F'c = Fc(CD)(Ct)(CF)(CP)(Ci) = Bearing of Stud on Wall Plates Cb = (Ib + 0.375)/Ib = F'c1 = Fc1(CM)(Ct)(Cb) = Bending: Wind Govems (1.5 + 0.375)/1.5 = 1.25 625(1.0)(1.0)(1.25) = 781 > 18 Ok 1,350 3207.6 > 18 Ok Force to one Stud - Wind = 46.8 psf 46.8psf x 1.33 ft = 62.2 Ib/ft M = wL2/8 = 62.2(10)^2/8 = 778 ft - Ib = 9,333 in - Ib fb = M/S = 9333/8 = 1,234 The stud has full lateral support provided by sheathing. Therefore lu and RB are zero and the lateral stability factor is C1 = 1.0. The load duration factor for wind is Cd = 1.6 F'b = Fb(CD)(Ct)(CM)(CF)(CP)(Cr)(Ci) = Axial: 900(1.6)(1.0)(1.0)(1.0)(1.35)(1.0)(1.0) = 1872 > 1234 Ok D + W: Axial Load on Studs = 100(1.33) = 133 lbs fc = P/A = 133/8.25 = 16 psi D + 0.75(L + W) = 100 + 0.75(50) = 138 Ibs fc = P/A = 138/8.25 = 17 psi D + 0.75(L + W) Goverr Use - 17 Slendemess Ratio about the y axix is 0 because of the sheathing (le/d)max = (le/d)x = 21.8 FeE = 1008 F*o = 2004.75 FcE/F*c = 0.503 (1+FcE/F*c)/2co = 1.31 Cp = 0.266 F'c = 2004.75(1.6)(1.0)(1.0)(1.1)(0.266)(1.0) = 939 > 17 Ok Combined stress (fc/F'c)2 + fbX/(F'bX(1-fdFCEX)) < 1.0 0.67 <1.0Ok 12 x 6 No. 2 DF-L Exteroir Bearing Wall - OK Studs at Headers Fc = 1500 CF = 1.1 Compression E = 1,700,000 psi For Triple Studded Headers, Try (2) 2" x 6" No. 2 DF-L lb = 3 CFbending = CF Ion = d = 5.5 1.3 1.1 parallel to grain Fb = Fc = Fc, = (Ie/d) = 1.0(10ft x 12in/ft)/3 = 40 E' = E(CM)(Ct)(CI) = 1700000(1.0)(1.0)(1.0) = FcE = (KcE E')/(Ie/d)2 = (1700000)(625)/(900)^2 = Pc = Fc(CD)(Ct)(CF)(CM)(Ci) — FcE/F*c = 0.714 (1+FcE/F*c)/2c = 1.23 Cp = 0.337 F'o = Fc(CD)(Ct)(CF)(CM)(CI) = 900 psi 1,350 psi 625 psi 1,700,000 psi 1071 psi 1071(1.0)(1.0)(1.0)(1.1)()(1.0) = 1446.328 1500(1.0)(1.0)(1.0)(1.1)(0.337)(1.0)= 556.05 Pallowable = F'cA = 9,175 Ibs Worse Case From Lateral Analysis is Wind Crushing of Approx. 2760 < 9175 OK 'Double stud all Headers with (2) 2 x 6 Studs No. 2 DF - L ( 'UA.vt 7.ri".0 E\c,I\EIUiA(, Slit% It f..� 2012 IBC ASCE 7-10 Seismic Design Requirements - Equivalent Lateral Force Procedure IBC Earthquake Loads Site Classification Soil Site Class = Site Coefficients Ss = = SI = = Fa== FN= = SMS = SMI = 1 A USGS-Provided Output 5711 South 152nd Street, Tukwila, WA 98188 Ss= 1.365g sus = 1.092g Sos = 0.728 Si _ 0.529g SM� = 0.423g Sol _ 0.282 REFERENCE ASCE 7-05 Table 11.5-1 IBC/CBC Table 1613.5.2/1613A.5.2 1.365 Mapped Spectral Accelerations: Short Period USGS Report 0.529 Mapped Seetral Accelerations: 1 sec Period USGS Report 0.8 Site Coefficient USGS Report 0.8 Site Coefficient USGS Report 1.092 Max Spectral Accelerations: Short Periods USGS Report 0.423 Max Spectral Accelerations: lsec Period USGS Report Resin Spectral Response Acceleration Parameters SDs = SDI = SDC = Equivalent Lateral Force Procedure 0.728 5% Damped Spectral Acceleration: Short Period USGS Report 0.282 5% Damped Spectral Acceleration: 1 sec Period USGS Report A Seismic Design Category USGS Report IBC/CBC Table 1613.5.6(1) & 1613A.5.6(2) T = CI hnx = 0.201 Fundamental Period ASCE 7-10 Eqn. 12.8-2 Cc= 0.020 Period Parameter ASCE 7-10 Table 12.8-2 x = 0.750 Period Parameter ASCE 7-10 Table 12.8-2 hn = 21.67 Structure Height R = 1.500 Response Modification Factor ASCE 7-10 Table 15.4-2 Tr. = 6.000 Long -Period Transition Period ASCE 7-10 Figure 22-12 Cs = SDs/[R/I] = 0.485 Seismic Response Coefficient ASCE 7-10 Eqn. 12.8-2 where; Cs > 0.030 Lower Limit ASCE 7-10 Eqn. 15.4-1 Cs > 0.8 St/[R/I] = 0.282 Lower Limit for Sr > 0.6g ASCE 7-10 Eqn. 15.4-2 Cs < Sni/T[R/I] = 0.936 Upper Limit for T < Tr. ASCE 7-10 Eqn. 12.8-3 Cs < Spin/TZ[RA] = 27.962 Upper Limit for T > Ti. ASCE 7-10 Eqn. 12.8-4 W= V= Design Value Cs = 0.485 4.522 Weight of Structure (kips) CsW = 2.195 Equivalent Seismic Base Shear (kips) ASCE 7-10 Eqn. 12.8-1 F.d = 2.760 Wind Base Shear (kips) : Lateral Wind Shear > Seismic Base Shear : Wind Controls Design CLIENT:I PROJECT: at&t Mobility Inte-grat-ed 1-5 & 1-405 WAL01870 LTE 3C/4C: WA6647 SA 5711 South 152nd Street, Tukwila, WA 98188 Prepared By: Date: AEM 12/15/15 11/3012015 Design Maps Summary Report -mums Design Maps Summary Report User -Specified Input Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.60633°N, 122.33159°W Site Soil Classification Site Class A - "Hard Rock" Risk Category I/II/III 77-77 Irdaie r, � *Bainbridge Island L USGS-Provided Output S5 = 1.365 g Si = 0.529 g Seattl S 4 = 1.092 g SM1 = 0.423 g Kirkland. • Bellevue Sps = 0.728 g S01 = 0.282 g R edma 520 9O • 1 %a quah For information on how the SS and Si 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. MCEa Response Spectrum Design Response Spectrum 0.99 1.10 0.20 0.99 0.72 0.88 0.64 0.77 0.56 S 0.66 ri 0.49 y 0.55 H 0.40 0.44 0.32 0.33 0.24 0.22 0.16 0.11 0.02 0.00 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.90 2.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.90 2.00 Period, T (sec) Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. l • —4 CITY OF TUKWILA Department of Community Development T e e pEr oulevard, Tukwila, WA 98188 1 . 431-3670 MAR 23 2016 Community WIRELESS TELE- COMMUNICATION FACILITIES APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-WIRE Planner: File Number: / Li . 66/ Application Complete Date: Project File Number: / / //A v -!' Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: i"d R c-9 (Ptii I - S '� I- `i oS BRIEF DESCRIPTION OF PROJECT: Removie and replace (3) antennas, add (6) RRH's CIRCLE TYPE - TYPE 1 C TYPE 2 ) TYPE 3 Public hearing notices and Hearing Examiner feesapply LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 5711 South 152nd St. Tukwila, WA 98188 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 1157200370 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: Ronnie Hyde Address: 16780 Agate Point Rd. NE Bainbridge Island, WA 98110 Phone: 562-900-3698 FAX: E-mail: ronni- ' • •e • inte-grat-ed.com Signature: / Date: 2/11/2016 IriiuJtt,: I UtbLA-111' 1 IUN REMOVE (3) EXISTING AT&T ANTENNAS, (1) PER SECTOR. INSTALL (3) NEW AT&T 12 PORT ANTENNAS, (1) PER SECTOR. REMOVE & REPLACE (3) EXISTING 1900 RRH UNITS. INSTALL (6) NEW RRH UNITS ON EXISTING & NEW UNISTRUT, (3) PER SECTOR. INSTALL NEW LTE EQUIPMENT IN EXISTING FIF RACK. INSTALL (1) CONVERTER SHELF AND (1) CONVERTER MODULE IN EXISTING FIE RACK. THIS SITE IS EQUIPPED WITH (76) MARATHON BATTERIES AND (7) CORDEX 3.1 kw RECTIFIERS. THIS SITE WILL REQUIRE (26) MARATHON BATTERIES AND (5) CORDEX 3.1kw RECTIFIERS TO MEET AT&T RUNTIME REQUIREMENTS. INSTALL LTE EQUIPMENT MOUNTED IN EXISTING FIF RACK (REARRANGE EQUIPMENT IN ROOM, TAKE OUT UNUSED EQUIPMENT.) CONVERT EXISTING DC6 TO A DC12 BY ADDING RAYCAP SUPPRESSION KIT (2) DC3-48-60—RM—U. PROJECT INFORMATION SITE ADDRESS: LATITUDE: LONGITUDE: JURISDICTION: 5711 SOUTH 152nd STREET TUKWILA, WA 98188 47' 27' 57.9" N 122' 15' 44.4" W CITY OF TUKWILA ZONING DISTRICT: EXISTING USE: NEW USE: CONSTRUCTION TYPE: A.P.N. HDR APARTMENT BUILDING UNMANNED TELECOMMUNICATIONS FACILITY IIB 1157200370 RF DATA SHEET DATE ISSUED: 11/24/15 VERSION: 2.00 » at&t- Mobility PROJECT NUMBER: WAL01870 LTE 3C/4C SITE NUMBER: WA6647 SITE NAME: 1-5 & 1-405 CONSTRUCTION DRAWINGS iat&t = Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 .:-MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed DESIGN SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3898 - FAX (602) 218-8820 DRAWING INDEX REV VICINITY MAP APPLICABLE BLDG. CODES AND STANDARDS 10032276-WA6647-T-1 10032276-WA6647-GN-1 10032276-WA6647-A-1 10032276-WA6647-A-2 10032276-WA6647-A-3 10032276-WA6647-A-4 10032276-WA6647-A-5 10032276-WA6647-RF-1 10032276-WA6647-RF-2 10032276-WA6647-E-1 10032276-WA6647-E-2 TITLE SHEET GENERAL NOTES OVERALL SITE PLAN EXISTING ENLARGED EQUIPMENT LAYOUTS NEW ENLARGED EQUIPMENT LAYOUTS EXISTING & NEW BUILDING ELEVATIONS CONSTRUCTION DETAILS EXISTING & NEW ANTENNA CONFIGURATIONS RF & EQUIPMENT DETAILS SCHEMATIC GROUNDING PLAN GROUNDING DETAILS 0 0 0 0 0 0 0 0 0 0 0 DIRECTIONS: (RTC BUILDING 3: 16221 NE 72nd WAY, REDMOND, WA 98052): GET ON WA-520 W FROM BEAR CREEK PKWY AND LEARY WAY NE [1.1 MI]. MERGE ONTO WA-520 W [4.6 MI] TAKE THE INTERSTATE 405 S EXIT TOWARDS RENTON [0.2 MI] MERGE ONTO 1-405 [1.9 MI] TAKE EXIT 12 FOR SE 8TH ST [0.2 MI] TURN RIGHT ONTO SE 8TH ST [279 FT] TURN RIGHT ONTO 118TH AVE SE [2.3 MI] CONTINUE ONTO LAKE WASHINGTON BLVD SE [0.2 MI] CONTINUE ONTO COAL CREEK PKWY SE [194 FT] TURN RIGHT ONTO THE 1-405 S/RENTON RAMP [0.2 MI] MERGE ONTO 1-405 S [9.6 MI] TAKE THE SOUTHCENTER BLVD EXIT [0.3 MI] KEEP RIGHT AT THE FORK AND MERGE ONTO SOUTHCENTER BLVD [410 FT] MERGE ONTO SOUTHCENTER BLVD [292 FT] TURN LEFT ONTO MACADAM RD S [0.3 MI] TURN RIGHT ONTO S 152ND ST [0.2 MI] TURN RIGHT INTO HAMPTON HEIGHTS APARTMENT COMPLEX. ARRIVE AT DESTINATION. . ,..., r •, h a.,," LEGAL DESCRIPTION 37 BROOKVALE GARDEN TRS LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 83-17 SS RECORDING NO 8312210348 SD SHORT PLAT DAF — TRACTS 37 & 38 BROOKVALE GARDEN TRS TGW POR IN MW 1/4 & SW 1/4 OF SEC 23-23-04 BEG SE COR OF TRACT 27 TH E TO W LN OF INTERBAN ADD TO SEATTLE TH NLY ALG SD W LN TO ELY PROJECTION OF N LN OF TRACT 38 TH W TO NE COR TRACT 38 TH S 152ND ST ADJ LESS ST — CITY OF TUKWILA BDRY LN ADJ NO 88-21—BLA RECORDING NO 8606030348 ADJUSTED LEGAL TO — W 393 FT OF TRACTS 37 OF BROOKVALE GARDENS TRACTS TGW POR OF VAC S 152ND ST ADJ LESS ST — AKA LOT 1 OF CITY OF TUKWILA BDRY LN ADJ NO 88-21—BLA RECORDING NO 860030348 1r PROJECT SITE • SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: [INTERNATIONAL BUILDING CODE (IBC), 2012 AS ADOPTED BY THE LOCAL JURISDICTION] ELECTRICAL CODE: [NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 — 2012, NATIONAL ELECTRICAL CODE, AS ADOPTED BY THE LOCAL JURISDICTION] LIGHTNING PROTECTION CODE: [NFPA 780 — 2002, LIGHTNING PROTECTION CODE] SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD THIRTEENTH EDITION ANSI/TIA 222—G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION TELCORDIA GR-1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1.311, FOR TELECOM — DC POWER SYSTEMS — TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. Vw /6. 8715 SITE PROJECT PARTICIPANTS DIG INFO SCALING DRAWINGS A!E SAC RF LANDLORD SAC MNGR A&E MNGR NAME JON BOUTILIER RONNIE HYDE ANNE LE FRANK SONG PAM ROY DANIEL KELLY COMPANY NUMBER INTE-GRAT-ED DESIGN SERVICES GROUP INTE-GRAT-ED DESIGN SERVICES GROUP AT&T WIRELESS HAMPTON HEIGHTS LLLP MASTEC NETWORK SOLUTIONS MASTEC NETWORK SOLUTIONS 602-796-9068 562-900-3698 425-614-5641 206-244-1385 425-214-7000 425-214-9749 Know what's below. Call before you dip UULC: UTILITIES UNDERGROUND LOCATION CENTER 1-800-424-5555 OR 811 W W W.CALLBEFOREYOUDIG.ORG/WASHINGTON 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION SUBCONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR THE SAME. JF USING 11"x17" PLOT. DRAWINGS WILL BE AT HALF SCALE. APPROVED BY: JB DESCRIPTION FINAL CONSTRUCTION DRAWINGS SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - MASTEC SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T MOBILITY OEM - ORIGINAL EQUIPMENT MANUFACTURE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DELETED 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. DELETED. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 15. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION SERVICES. 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 19. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. ELECTRICAL INSTALLATION NOTES: 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. ELECTRICAL INSTALLATION NOTES CONT.: 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 5. EACH END OF EVERY POWER, GROUNDING, AND Ti CONDUCTOR AND CABLE SHALL RE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 14 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. USE LOW PROFILES TIE WRAPS. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75'C (90'C IF AVAILABLE). 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. ELECTRICAL INSTALLATION NOTES CONT.: 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUiuuun. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GROUNDING NOTES: 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE -SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 25471-000-3PS-EG00-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION, THE MINIMUM LENGTH OF THE GROUND RODS SHALL BE INCREASED FROM 8 FEET TO 10 FEET. RECEIVED MAR 23 2016 rat&t ‘, Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 �MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed OESION SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3898 - FAX (602) 218-8820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. D. /6. 2015 DESCRIPTION FINAL CONSTRUCTION DRAWINGS SHEET TITLE GENERAL NOTES GENERAL NOTES 1 SHEET NUMBER GN-1 ZONING R-12 (E) AT&T ACCESS LADDER+- (E) AT&T EQUIPMENT--� ROOM © GROUND LEVEL (E) 56.-8" AGL — FRP CUPOLA OVERALL SITE PLAN ci S 152ND ST CD C Q C CD C (E) PARKING LOT f (E) APARTMENTS ;, 47'-i" N31 ANTENNA SETBACK SEE EQUIPMENT PLAN SEE ANTENNA PLAN 1/3 / (E) APARTMENTS ZONING R-12 (E) APARTMENTS (E) PROPERTY LINE / (E) APARTMENTS (E) APARTMENTS 3NI1 A183dONd (3) RECEIVE RiAR 23 2Ji6 LEGEND X — X — X — — X— X— X— X— X— TRANSFORMER LIGHT STANDARD POWER VAULT UTILITY BOX UTILITY POLE POLE GUY WIRE GAS VALVE GAS METER TELEPHONE VAULT TELEPHONE RISER NORTH SUBJECT BOUNDARY LINE RIGHT-OF-WAY CENTERUNE RIGHT-OF-WAY LINE BOUNDARY LINE SECTIONAL BREAKDOWN UNE OVERHEAD POWER UNE BURIED POWER UNE BURIED GAS LINE OVERHEAD TELEPHONE UNE BURIED TELEPHONE UNE BURIED WATER LINE BURIED SANITARY SEWER BURIED STORM DRAIN DITCH UNE/FLOW UNE ROCK RETAINING WALL VEGETATION UNE CHAIN LINK FENCE WOOD FENCE BARBED WIRE/WIRE FENCE FIRE HYDRANT GATE VALVE .33 WATER METER FIRE STAND PIPE CATCH BASIN, TYPE I CATCH BASIN, TYPE II SIGN BOLLARD MAIL BOX SPOT ELEVATION Know what'. below. Call before you dig 1-800-424-5555 FULL SCALE (MN SHEET omm 60' 30' 0 1"=30' 30' 60' HALF SCALE (11217 SHEET ONL» 1" = 60' ;at&t Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 4.MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT < inte-grat-ed DESIGN SERVICESGROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days o this Review Becomes Final. Da /6. P015 DESCRIPTION FINAL CONSTRUCTION DRAWINGS N CD N O SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A-1 Cnmmllnity (E) ROOF ACCESS LADDER (E) BATTERY RACK W/-- (20) MARATHON BATTERIES TO BE REMOVED (TYP OF 2) (E) BATTERY RACK W/ (20) MARATHON BATTERIES TO BE RELOCATED (TYP OF 1) (E) BATTERY RACK W/ (4) MARATHON BATTERIES TO BE RELOCATED (E) ROOF OVERHANG (E) MECHANICAL ROOM EXTERIOR ACCESS DOOR (E) BUILDING -- 24'-4" (E) AT&T EQUIPMENT ROOM (E) COAX RUNS FROM AT&T EQUIPMENT ROOM ROUTED THRU ATTIC CABLE TRAY TO FRP CUPOLA (E) AT&T (3) DC RUNS AND (1) FIBER RUN ROUTED W/ (E) COAX RUNS (E) MECHANICAL ROOM INTERIOR ACCESS DOOR (E) DIPLEXERS ON UNISTRUT (E) COAX ENTRY PORT (E) GSM CABINET TO REMAIN (E) ARGUS POWER CABINET W/ (12) MARATHON BATTERIES BELOW (E) LTE RACK (E) UMTS CABINET (E) TELCO BOARD ECEWED AR 23 2016 (E) ELECTRICAL PANEL (E) FIBER NEMA BOX NORTH mat&t Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 %%MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed DESIGN SERVICES GROUP 18780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3898 - FAX (602) 218-8820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. Da 16. 2015 FULL SCALE (22,x SHEET ONLY) 4' 2' 0 1/2„ = 1,-0„ 2' 4' HALF SCALE 1/4" = 1'-0" (11x17 SHEET ONLY) 00 Nft N O O u- DESCRIPTION FINAL CONSTRUCTION DRAWINGS tu u) co cv N O SHEET TITLE EXISTING ENLARGED EQUIPMENT PLAN EXISTING EQUIPMENT LAYOUT rnmmunity Development 1 SHEET NUMBER A-2 (E) ROOF ACCESS LADDER (E) BATTERY RACK W/- -- (20) MARATHON BATTERIES NEW LOCATION (E) BATTERY RACK W/ (4) MARATHON BATTERIES RELOCATE (10) (E) MARATHON BATTERIES. NEW LOCATION O 0 &T EQUIPME LAJ m (E) ROOF OVERHANG (E) MECHANICAL ROOM EXTERIOR ACCESS DOOR (E) BUILDING -- 24'-4" (E) AT&T EQUIPMENT ROOM 3'-8" ±6'-5" 2'-2" I x Yr 1'-10" 4'-10" (E) COAX RUNS FROM AT&T EQUIPMENT ROOM ROUTED THRU ATTIC CABLE TRAY TO FRP CUPOLA (E) AT&T (3) DC RUNS —� AND (1) FIBER RUN ROUTED W/ (E) COAX RUNS (E) MECHANICAL ROOM INTERIOR ACCESS DOOR (E) DIPLEXERS ON UNISTRUT (E) COAX ENTRY PORT (E) GSM CABINET TO REMAIN (E) ARGUS POWER CABINET W/ (12) MARATHON BATTERIES BELOW (E) LTE RACK INSTALL (N) LTE EQUIPMENT INSTALL (N) CONVERTER SHELF AND (1) CONVERTER MODULE (E) TELCO BOARD (E) UMTS CABINET (E) ELECTRICAL PANEL (E) FIBER NEMA BOX [RECEIVED GAR 23 2016 NORTH FULL SCALE 1/2" = 1'-0" (eau ear mu) 4' 2' 0 HALF SCALE 1/4" = 1'-0" (1107 SMET OtIL1) v., ,at&t 4 = Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 oMasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed DESIGN SERVICESGROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900.3698 - FAX (602) 218-8820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. Vw 16. 2215 CO -5 m 0 w 0 0 CL a. 0 U w 2 - m ZQ O u. DESCRIPTION FINAL CONSTRUCTION DRAWINGS 0: O SHEET TITLE NEW ENLARGED EQUIPMENT LAYOUT NEW EQUIPMENT LAYOUT Community 1 SHEET NUMBER A-3 Development '-8" T.O. (E) FRP CUPOLA (E) LIGHTNING PROTECTION (E) FRP CUPOLA \ z z 1- z 0 zz U oLu - t (E) DC6 SURGE SUPPRESSOR (E) GPS ANTENNA (E) LTE GPS ANTENNA L_ 1 0- (E) AT&T ANTENNA (1) PER SECTOR TO REMAIN (E) AT&T ANTENNA (1) PER SECTOR TO BE REMOVED (E) DIPLEXERS ON UNISTRUT BELOW ANTENNAS (E) RRH UNITS (2) PER SECTOR TO REMAIN \ \ (E) ACCESS LADDER (E) EQUIPMENT ROOM I 1 IU m Il1 o-I m 1 I �C�I I I I1 I I I l M IJ,U I I .V Jr V ."1r V Ylr,V Jr,V I'tr h V I h' 4 FULL SCALE 1/8" = 1'-0" (21.4 SHEET ONLY) 16' 8' 0 8' 16' HALF SCALE 1/16" = 1'-0" (11107 SHEET 2AY) EXISTING WEST BUILDING ELEVATION 2 NEW WEST BUILDING ELEVATION 56'-8" T.O. (E) FRP CUPOLA \ \ (E) ACCESS LADDER - (E) EQUIPMENT ROOM (E) LIGHTNING PROTECTION (E) FRP CUPOLA —\ (N) RRH UNITS (1) PER SECTOR ON (N) UNISTRUT & (N) DC6 SURGE (E) LTE GPS ANTENNA (E) AT&T ANTENNA (1) PER SECTOR (N) AT&T ANTENNA (1) PER SECTOR (E) DIPLEXERS ON UNISTRUT BELOW ANTENNAS (E) RRH UNITS (2) PER SECTOR (E) GPS ANTENNA YIVY �I '",J�JJ� I' �IIIIJ,4�{I�-IjI!IJJrI IJIJJ1 )IJ��' IIYII I1411IIMI �,J,I�I�I�IJJ�J,I._ II II 1 I11 I I III'( C 4 (I l II �T II it llII I II��I II II I1I 1, II 1`rll (11T 1II (I 1 III'[ ri t lr,V,1'1r,V t'h 0 .1 1', V ,! ` 1, I'tr,V I'1h1,!'114,V 1lr,V MHO' V,H X, V."-1r`rV -,VTV Her)FT' HMI RECERVED BAR 23 2013 -Conrhunay FULL SCALE (E2,N SHEET ONLY) 16' 8' 0 1/8" = 1'-0„ 8' 16' HALF SCALE 1/16" = 1'-0" (11.1T SHEET ONLY) 1 at&t \_ Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 •:-MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed OESIGN SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. Dee J6. 2015 DRAWN BY: JAR u_ DESCRIPTION FINAL CONSTRUCTION DRAWINGS Lu u) N O SHEET TITLE EXIST NG & NEW BUILDING ELEVATION SHEET NUMBER A-4 PROVIDE APPLICABLE PIPE —TO —PIPE CLAMP ICE BRIDGE POST OR SIMILAR POST. ELEVATION CPS ANTENNA (PROVIDED BY AT&T INSTALLED BY CONTRACTOR) 1 1/2" 0.D. X 3'-0" MAX. GALV. STEEL MOUNTING PIPE COAX GROUND KIT COAX CABLE (AS REQUIRED BY ANTENNA MANUFACTURER) 6 AWG GROUND WIRE TO CADWELD ON POST OR LUG ON GROUND BAR NOTES: 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 3. PROPOSED GPS MOUNTED A MINIMUM OF 10' FROM ANY TRANSMITTING ANTENNAS. 4. LUCENT, 408762045, KS245 35L10, 1:2 GPS SPUTTER, ASSEMBLY. USED FOR LTE GPS WHEN (2) NODE—B's ARE USED. LTE GPS ANTENNA MOUNTING DETAIL 3 5RU 2RU 5RU 3RU 2RU 2RU 8RU 1 RU --- 1RU 1RU "I" GND BAR "P" GND BAR WIRING SPACE DC6-48-60-RM WIRING SPACE BREAKER PANEL 24V TO -48V CONVERTER SPACE WIRING RESERVED FOR ALU LTE BBU & RELATED COMPONENTS WIRING SPACE FIBER MGMT TRAY WIRING SPACE RACK LAYOUT FOR LTE EQUIPMENT WITH SURGE SUPPRESSORS OPTIONAL ARRANGEMENT BREAKER PANEL 24V TO -48V CONVERTER WIRING SPACE DC6-48-60-RM WIRING SPACE OTHER EQUIPMENT MAY BE MOUNTED IN THIS AREA AS NEEDED 2 P1000 UNISTRUT CHANNEL OR EQUIVALENT (2 TYP) N n 00 1 N , NOTES' \ In n ANCHOR/FASTENER (SEE NOTE 3) 12.2 (TYP) n ALCATEL-LUCENT RRH END CAPS (1YP) 4 \ ELEVATION \ (MIN.) CLEARANCE 1. ALCATEL-LUCENT (ALU) VIA AT&T SUPPLIES THE RRH. SUBCONTRACTOR SHALL SUPPLY ALL OTHER MATERIALS AND INSTALL ALL MOUNTING HARDWARE. ALU INSTALLS RRH AND MAKES CABLE TERMINATIONS. 2. A SUPPORT FOR A SINGLE RRH SHALL HAVE A MINIMUM OF TWO ANCHORS/FASTENERS FOR EACH UNISTRUT CHANNEL. 3. INSTALL ANCHORS/FASTENERS A MAXIMUM OF 2'-0" ON CENTERS. • WOOD STUDS - 1/4"0 LAG BOLT W/ 1" EMBEDMENT IN WOOD • CONCRETE - 1/4"0 HILTI KWIK BOLT III W/ 1-1/2" EMBEDMENT OR EQUIVALENT • THROUGH BOLT - 1/4"0 A36/A307 THREADED ROD W/ NUTS AND WASHERS • MASONRY - 1/2"0 HILTI HY20 W/6" EMBEDMENT ANCHORS AND UNISTRUT CHANNEL SHALL HAVE HOT -DIPPED GALVANIZED FINISH. 4. MOUNT RRH TO UNISTRUT WITH 3/8"0 UNISTRUT BOLTING HARDWARE AND SPRING NUTS. TYPICAL FOUR PER BRACKET. SUBCONTRACTOR SHALL SUPPLY. 5. NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED. ALCATEL—LUCENT REMOTE RADIO HEAD (RRH) WALL MOUNT RRH UNISTRUT WALL MOUNTING DETAIL RECEIVED VAR 232315 Jat&t Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 'MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT nte-grat-ed DESIGN SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900.3698 - FAX (602) 218-6820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. Da 16. 20/5 u_ DESCRIPTION FINAL CONSTRUCTION DRAWINGS a u) co co N SHEET TITLE DETAILS & SPECIFICATIONS SHEET NUMBER A-5 rnmml Inifi, PROPOSED COAX CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER POS.OF At VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED LTE 1900/850 FLTE 1900/700 - LTE WCS 135' 49'-0" COMMsLOt B BJAH� 1D658-DL 2•/2• 2./2.2 7/2' YES NONE 4 FIBER FIBER 70' NO GSM 1900/850 UMTS 1900/850 135' 49'-0" A2 dbSPECTRA SP02P6516XLH 5 0' 0' YES 1-TT19-08BP111 0 4 7/8" 70' YES SECTOR B AZIMUTH RADCENTER POS. OF ANT VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED LTE 1900/850 LTE 1900/700 J.TE WCS.-- GSM 1900/850 UMTS 1900/850 270' _ 270 49'-0" _ _ 49 -0 B1 COMMSCOPE 1D65B4DL SPD2P651 6XLH 272• 2'/2 7/7 -5'/10'- 0' - 0' YES - - YES NONE — 1-TT19 o008BP11 11 4 0 FIBER -- 4 FIBER -- 7/8" 70' -- 70' NO --- -- YES B2 dbSPECTRA SECTOR C AZIMUTH RADCENTER POS. OF ANT VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED LTE 1900/850 LTE 1900/700 LTE WCS 45' 49'-0" C1 COMMSCOPE 1D658-DL 2/4' r/4 2 /2 Cr YES NONE 4 FIBER FIBER 0' NO GSM 1900/850 UMTS 1900/850 45' 49'-0" C2 dbSPECTRA SPD2P6516XLH 2 /3 2'/8' 0' YES 1-TT1B OBBP111 -001 0 4 7/8 70' YES NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. EXISTING COAX CONFIGURATION AND SCHEDULE SECTOR A AZIMUTH RADCENTER POS OF ANT VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED Lie 1900/700 120' 49`-0" Al KMW AM65-OGT--Y.-CD-1Rtf6- 2./2. 2" I VES I 9005 2 FIBER FIBER 0' NO GSM 1900/850 UMTS 1900/850 135' 49'-0" A2 dbSPECTRA SPD2P6516XLH 5 /6 5'/10' 0' YES 1-T719 2 0813P) 111 -001 0 4 7/8" 70' YES SECTOR B AZIMUTH RADCENTER POS OF ANT VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED LTE 1900/700 255' 49'-0" 81 KMW AM-X-CD-16- 65-00T-RET 1'/2' 2' YES NONE 2 FIBER FIBER I 0' NO 00/850 GSM 19oo/ss0 UMTS 1900/85 270' 49,-0" B2 dbSPECTRA SPD2P6516XLH 3 /4 ' 3/41 0' YES (2) 1-TT19-08BP111 -001 0 4 7/8" 70' YES SECTOR C AZIMUTH RADCENTER POS OF ANT VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED LTE 1900/700 30' 49'-0" Cl KMW AM-X-CD-16- 65-00T-RET 0'/ 4' 2' YES NONE 2 FIBER FIBER 0' NO GSM 1900/850 UMTS 1900/850 45' 49'-0" C2 dbSPECTRA SPD2P6516XLH 273' 2,/6, 0' YES (2) 1-TT19-088P111 -001 0 4 7/8" 70' YES NEW ANTENNA SCHEDULE (E) AT&T ANTENNA (1) PER SECTOR (N) RRH UNITS (1) PER SECTOR ON (N) UNISTRUT (N) AT&T ANTENNA (1) PER SECTOR (E) SURGE SUPPRESSOR (1) TOTAL (E) WOOD LADDER - UP TO ANTENNAS (E) FIBER SLACK BOX NORTH 4 NOTE: C.M. TO VERIFY HORIZONTAL PIPE MOUNT EXTENSION TO BE INSTALLED TO COMPENSATE FOR NEW ANTENNA WIDTHS. (E) ACCESS DOOR (E) FRP CUPOLA ANTENNA ENCLOSURE (E) FIBER & 7/8" COAX TO ANTENNAS (E) LTE GPS ANTENNA (E) RRH UNITS ON UNITSTRUT (2) PER SECTOR (N) RRH UNITS ON (N) UNITSTRUT ABOVE EXISTING (1) PER SECTOR (E) GPS ANTENNA (N) DC6 SURGE SUPPRESSOR (N) RRH UNITS ON (E) UNITSTRUT (1) PER SECTOR EXISTING ANTENNA SCHEDULE 2 FULL SCALE 1/2" = 1'-0" (22.34 SHEET ONLY) 4' 2' 0 2' 4' 1 I r i -r L d HALF SCALE 1/4" = 1'-0" (11"11 SHEET ONLY) (E) AT&T ANTENNA (1) PER SECTOR TO REMAIN (E) AT&T ANTENNA (1) PER SECTOR TO BE REPLACED (E) SURGE SUPPRESSOR (1) TOTAL TO REMAIN (E) WOOD LADDER UP TO ANTENNAS (E) FIBER SLACK BOX B2 GSM/UMTS 61 LTE 88 / 11 C1 LTE C2 4,- GSM/ s.4� UMTS •4 ; , I • ii io-o4 tm • }``+�////�' Al LTE A2 GSM/UMTS till li i RECEIVE `AR 23 2010 NORTH NOTE: STRUCTURAL ANALYSIS REQUIRED & DONE BY OTHERS - (E) ACCESS DOOR (E) FRP CUPOLA ANTENNA ENCLOSURE (E) FIBER & 7/8" COAX TO ANTENNAS (E) LTE GPS ANTENNA (E) RRH UNITS ON UNITSTRUT (2) PER SECTOR TO REMAIN (E) GPS ANTENNA (E) RRH UNITS ON UNITSTRUT (2) PER SECTOR TO BE REPLACED FULL SCALE (2234 SHEET ONLY) 4' 2' 0 1/2" = 1'-0" 2' 4' HALF SCALE 1/4" = 1'-0" (11[17 SHEEP ONLY) f_ > gat&t Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 �MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT < inte-grat-ed DESIGN SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. Dee 16. 2015 CO N O O T u_ DESCRIPTION FINAL CONSTRUCTION DRAWINGS to m 1 ce SHEET TITLE EXIST NG & NEW ANTENNA CONFIGURATION NEW ANTENNA CONFIGURATION 3 EXISTING ANTENNA CONFIGURATION Cnmmtiinity Development SHEET NUMBER RF-1 0 0 7.24" orarearm DISTRIBUTION SHELF (18 BREAKER POSITIONS) ro FRONT MANUFACTURER: ALPHA TECHNOLOGIES MODEL: 24V/48V DC -DC CONVERTER AROUSE P/N: 053-996-20-000 HEIGHT: 8.75"; 5RU (Rack Unite) WIDTH: 17.24"; 19723" RACK MOUNTS DEPTH: 12.20" WEIGHT: 45 LBS CONVERTER SHELF (SPACE FOR UP TO 4 CONVERTER POSITIONS) co 12" (TYP.) Radio frequency fields beyond this paint may exceed the FCC general public exposure limit. Obey .x po.iNd Mona and des g.ldalln.• for awrhhq In rod* k.evencr .nVeOIANM.. CAUTION Beyond this point: Radio frequency Heide at this site may exceed FCC rules for human exposure. For your salary...bay MN po..d .bania and oho s Wd.Nna. f.v w.rldne I radN Irpu.ncy end oo I..ta. Beyond this point: Radio frequency fields at this site exceed the FCC rules for human exposure. FaII t to obey ale pa.t.d Mona and ails euld.11nmi for w.d6na in radio /.Quincy .nrlronnrrda could rouh in serious !Flury. MANUFACTURER: COMMSCOPE MODEL: SBJAH4-1D65B-DL WEIGHT: 58.0 LBS DIMENSIONS: 72.8" X 13.8" X 8.2" FREQUENCY: REFER TO RF DATA SHEET FRONT MECHANICAL DOWNTILT BRACKET---' * 8.2 RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, ro SIDE 13.8 TYP tv-d �3s'c1V. RF CONNECTOR, TYP BOTTOM r - gat&t !� Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 •MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed DESIGN SERVICES GROW 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 CONVERTER SHELF AND MODULE DETAIL 7 RF WARNING SIGNAGE 6 LTE 1900/700 850/WCS ANTENNA DETAIL 5 ct FRONT RRH2x60-850 DETAIL MOUNTING BRACKETS IRO VIEW MANUFACTURER: ALCATEL-LUCENT MODEL: RRH2X60-850 850MHz HEIGHT: 18.8" WIDTH: 11.5" DEPTH: 9.0" WEIGHT: 50.0 LBS 4 FRONT 625 RRH4x30 4R DETAIL FRONT SOLAR SHIELD RRH ISO VIEW MANUFACTURER: ALCATEL-LUCENT MODEL: B25 RRH4X30-4R HEIGHT: 21.2" WIDTH: 12" DEPTH: 7.2" WEIGHT: 53 LBS MOUNTING BRACKETS 3 I0E FRONT RRH4x25 WCS DETAIL - FRONT SOLAR SHIELD RRH ITO VIEW MOUNTING BRACKETS MANUFACTURER: ALCATEL-LUCENT MODEL: RRH4X25-WCS HEIGHT: 31.5" WIDTH: 12" DEPTH: 8.7" WEIGHT: 70 LBS 2 MOUNTING PIPE OR TOWER LEG MOUNT RAYCAP "SQUID" DC SURGE PROTECTOR 5000 TO BE INSTALLED WITHIN 15' OF RADIO UNIT MOUNTING BRACKET BY MANUFACTURER I MANUFACTURER: RAYCAP ,I MODEL: DC6-48-60-18-13F "SQUID" WEIGHT: 32_6 LDS DC SURGE PROTECTOR SURGE SUPPRESSOR DETAIL RECEWED SEAL �aWo5... UHa. 2015 First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. Do 16. 2015 DESCRIPTION tu S FINAL CONSTRUCTION DRAWINGS 03 N O SHEET TITLE RF & EQUIPMENT DETAILS SHEET NUMBER RF-2 MAR 23 2015 v;- -4 - NORTH FULL SCALE (22t44 SNEET ONLY) 4' 2' 0 1/2" = 1'-0" 2' 4' HALF SCALE 1/4" = 1'-0" (I1Y17 SNEET ONLY) GROUNDING KEYED NOTES: Oi CAD WELD (TYP). SEE DETAIL 1 /E-2. Q EXISTING ANTENNA GROUND BUS BAR NEAR TOP OF CUPOLA WITH COAX GROUND KIT. SEE DETAIL 5/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 4/E-2 FOR GROUND WIRE CONNECTIONS, ANDSEE DETAIL 3/E-2 FOR COAX GROUNDING. 0 GREXISTINGOUND RING. GROUND LEADS AT BASE OF BUILDING CONTINUING TO O �(6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 2/E-2. O EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOLE GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 4/E-2. ©6 AWG WCS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR tYP OF 3) SEE DETAIL 2/E-2. 0 #6 AWG 700 RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 2/E-2. © #6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 2/E-2. 0 #6 AWG GPS ANTENNA TO TIE INTO EXISTING STSIEM GROUND RING. 10 #6 AWG EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM GROUND RING. 11 #6 AWG PROPOSED H-FRAME TO TIE INTO EXISTING SThILM GROUND RING. 1© PROJECT CONSTRUCTION MANAGER TO VERIFY #2 AWG BARE TINNED GROUND LEAD FROM BASE OF MONOPOLE TO MONOPOLE GROUND RING OR EQUIPMENT GROUND RING. at&t • Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 ti�MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed DESIGN SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. Da 16 2015 GROUNDING NOTES Sc LEGEND GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL 8E COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY NETWORK CARRIER REPRESENTATIVE. 5. REFER TO CURRENT NEL; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF 6. GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES 7. INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. SYMBOL DESCRIPTION SYMBOL DESCRIPTION GROUNDING ROD NOTES SCHEMATIC GROUNDING PLAN • COPPER GROUND ROD TEST WELL CADWELD CONNECTION MMEN GROUND BAR SIDE SPUCE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM (WHERE APPLICABLE) 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2. A 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. u_ DESCRIPTION FINAL CONSTRUCTION DRAWINGS Lu In co REC Ef VEO rt "+R 2 3 2016 Ccmnunityn Develcpment ce SHEET TITLE SCHEMAT C GROUNDING PLAN SHEET NUMBER E-1 NOT USED 11 NOT USED 10 NOT USED 9 NOT USED 8 NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE-GL) NEW 4"x 24"x 1/4" thk COPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 !0 0 0 0 0 0 0 0 0 0 0 0 0 24" FIELD VERIFY #2 SOUD BARE TINNED COPPER WIRE CADWELD (TYPE GL) at&t - Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 .:-MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed DESIGN BERVICESOROSW 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 5711 S. 152nd St. TUKWILA, WA 98188 SITE NUMBER WA6647 PROJECT NUMBER WAL01870 SITE NAME 1-5 & 1-405 SEAL First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. D. 16. 2015 NOT USED 7 NOT USED 6 GROUND BAR 5 COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER #6 AWG FROM ANTENNA CABLE GROUND KIT r^^ 0 000 0000 0 0 "TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO BUILDING SERVICE GROUND OR GROUND RING NOTE. GROUND BARS AT BOTTOM OF SHALL ONLY USE EXOTHERMIC TOWERS/MONOPOLES WELDS. I ' t00 00 00 GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER/MONOPOLE STRUCTURE ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KR (TYPICALLY) 12" TO 24" #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR NOTES. 1. D0 NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. TO ANTENNAS COAX JUMPER (TYP.) CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 ANTENNA CABLE TO BTS EQUIPMENT (TYP.)J NOTFS' DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHERPROOFING KIT (TYP.) - GROUND KIT (TYP.) R6 AWG ISOLATE FROM TOWER HALO w/ #2 TO LOWER TOWER BUS BAR COPPER ANTENNA GROUND BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR UTILITY POLE TO GROUND RING WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. f-- *lb TYPE TA TYPE VV TYPE GT TYPE VN TYPE GY TYPE Nt: TYPE VR TYPE GR DRAWN BY:JM DESCRIPTION FINAL CONSTRUCTION DRAWINGS Ctil 41) CV E Q Ez La .r 0W o w G SHEET TITLE GROUNDING DETAILS GROUND WIRE INSTALLATION 4 CABLE GROUND KIT CONNECTION 3 GROUND CABLE CONNECTIONS 2 CADWELD GROUNDING CONNECTIONS SHEET NUMBER E-2 SITE NAME: 1-5 & 1-405 FA#: 10032276 at8it SITE NUMBER: WA6647 LTE 3C/4C DATE: 02-15-2016 5711 SOUTH 152ND ST. TUKWILA, WA 98188 THIS PHOTO SIMULATION 15 FOR ILLISTRATION PURPOSES ONLY PREPARED BY: E oa UC inte-grat-ed DESIGN SERVICES GROUP .1•*'wom.••••—", SITE NAME: I-5 & 1-405 FA#: 10032276 atact SITE NUMBER: WA6647 LTE 3C/4C DATE: 2-15-2016 5711 SOUTH 152ND ST. TUKWILA, WA 98188 EXISITNG VIEW —LOOKING SOUTHEAST Existing antennas to be replaced THIS PHOTO SIMULATION IS FOR ILLISTRATION PURPOSES ONLY GAMMA SECTOR PROPOSED VIEW —LOOKING SOUTHEAST New antennas no visual change PREPARED BY: {inte-grat-ed DESIGN SERVICES GROUP