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Home My WebLink AboutPermit PL16-0044 - RICK STOCKMANN - TYPE 1 WIRELESS FACILITIESTMOBILE PARKRIDGE 15215 52ND AVE S PL1 6-0044 Li 6-0053 WIRELESS FACILITY TYPE 1 City of Tu it Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director December 7, 2016 NOTICE OF DECISION TO: Rick Stockman, Applicant Antezana Investments, Owner King County Assessor, Accounting Division 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: L16-0053, PL16-0044 Applicant: Rick Stockmann, C/O Centerline Solutions. (obo T-Mobile) Type of Permit Applied for: Type 1 Wireless Facilities Permit Project Description: Approval of a Type 1 Telecommunications Facilities Permit to replace 3 panel antennas on an existing rooftop base station wireless facility. The applicant also proposes to add 3 RRUS (one per sector), and 2 baseband modules to be located within an existing cabinet. The project is categorically exempt from SEPA [WAC197-11-800(25)]. No ground disturbance or expansion of the existing compound is proposed. Location: Parcel # 1157200017. This facility is located at 15215 52nd Ave S, Tukwila, WA 98188. Associated Files: D16-0251 Building Permit Comprehensive Plan Designation/Zoning District: Office (0) Page 1 of 3 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 Director has determined that the application for a Type 1 Wireless Communication Facilities Permit does comply with applicable City and state code requirements and has approved that application. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 Wireless Communication Facilities permit 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, that is by December 20, 2016. The requirements for such appeals are set forth in Tukwilla 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. Page 2 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 tirne 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 Lindsay Brown, who may be contacted at 206.433.7166 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. ,4ikt„ Department of Community Development City of Tukwila Page 3 on this _7th day of December, 2016 eitg of Jan a Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Lindsay Brown , HEREBY DECLARE THAT: Notice of Application X 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 Bo` iet SEPA Policy Lead WA State Dept of Ecology Official Notice PO Box 47703 Not Olympia WA 98504-7703 Ot K.C. ASSESSOR'S OFFICE ACCOUNTING DIVISION 500 4TH AVE - RM 709A Was mailed to each of the addresses listed/attached hk,frtA \t4t4vviwttirtis. Project Name: T-Mobile SE)2999A Parkridge L700 Project Number: L16-0053 Associated File Number (s)�PLJ6_Q044 Mailing requestedY b : sa Brown Mailer's signature: r� C:\USERS\LINDSAY-B\DESKTOP\AFFIDAVIT OF DISTRIBUTION.DOC City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF COMPLETE APPLICATION November 22, 2016 Rick Stockman Centerline Solutions 8218 154th Ave NE Ste. 120 Redmond, WA 98052 RE: TMO SE02999A Parkridge L700, City File L16-0053 Dear Mr. Stockman, Your application for a wireless communication facility located at 15215 52nd Ave S. is considered complete on November 22, 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. If you have any questions, please email or call me at the information below. Sincerely, Lindsay Brown Assistant Planner Lindsay.brown@tukwilawa.gov 206.433.7166 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director NOTICE OF INCOMPLETE APPLICATION October 11.2016 Rick Stockman Centerline Solutions 8218 154th Ave NE Ste. 120 Redmond, WA 98052 RE: TMO SE02999A Parkridge L700, City File L16-0053 Dear Mr. Stockman, Your application for a wireless communication facility located at 15215 52nd Ave S. has been found to be incomplete. To be a complete application, the following must be submitted to the permit center: Completed and notarized Affidavit of Ownership and Hold Harmless permission to enter property Upon receipt of this item, the City will re -review for completeness and will mail you written notification of completeness or incompleteness within 14 days. This application will expire if we do not receive the additional information within ninety days of the date of this letter unless an extension is granted pursuant to the Permit Application Types and Procedures Section of the Municipal Code. (TMC 18.104.070(E). If you have any questions with this matter, please email or call me at the information below. Sincere Lindsay wn Assistant Planner Lindsay.brown@tukwilawa.gov 206.433.7166 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov , ,-- CITY OF TUKWILA - o `?.,$10WIRELESS TELE- Departrnent of Community Developnt ,-w6MMUNICATION 6300 Southcenter Boulevard, Tukwila, WA 9818.8o e\oP Telephone: (206) 431-3670 Oe\I FACILITIES APPLICA ION FOR STAFF USE ONLY Permits Plus Type: P-WIRE Planner: File Number: GP . Li23 Application Complete Date: Project File Number: / 74- M LJ V Application Incomplete Date: Other File Numbers: / (� r C5T % NAME OF PROJECT/DEVELOPMENT: TMO SE02999A Parkridge L700 BRIEF DESCRIPTION OF PROJECT: Swap 3 existing antennas and add 3 RRUs 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. 15215 52nd Ave S LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 1157200017 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: Rick Stockman, Centerline Solutions, on behalf of T-Mobile Address: 8218 154th Ave NE, Ste 120, Redmond, WA 98052 Phone: 425-890-1437 FAX: E-mail: rstockmanna centeJ.ligesolutions.com Signature: Date: 9/2/2016 \\deptstore\City Common\Teri\Kirby\July 28 2015\Wireless Communication Facility 06-04-15.docx COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning API LICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. ✓ 1. Application Checklist (1 copy) indicating items submitted with application. ,� ✓ 2. Completed Application Form and drawings (5 copies). v 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8 1/2" x 11". Plans shall be no greater than 24" x 36". 4. Application Fee: See Land Use Fee Schedule. !! rr` (e -4 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). r ( - A.V 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microcell and is to be attached to an existing structure that is not a residence or school and does not contain a residence or a school; ii) Includes personal wireless antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest or agriculture zone; or iii) Involves constructing a personal wireless tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone. 7. A letter from the applicant describing the proposed project and describing compliance with the City's Code requirements. Include statement whether the proposal is considered a "substantial change" or not as defined by the FCC rules. Mc 8. Sensitive Area studies and proposed mitigation (if required). 0 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Chapter 8.22, "Noise". If the application requires a Type 2 review these additional items are needed: 10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility; 11. Materials board for the screening material; 12. Landscaping plan; 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; 14. If the facility is located within a residential zone, a report from a radio frequency engineer explaining the need for the proposed wireless communication facility at that location. Additionally, the \\deptstore\City Common \ Teri \Kirby\July 28 2015\Wireless Communication Facility 06-04-15.docx `'CENTERLINE 16360 Table Mountain Pkwy. Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 September 2, 2016 City of Tukwila Community Development — Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Subject: BP Application: T-Mobile SE03999A Parkridge 15215 52nd Ave S; Parcel No. 115720017 Dear City of Tukwila Community Development: SE? 2.8 2016 Community Development Centerline Solutions is representing T-Mobile for a proposed Rule 6409(a) minor modification of an existing wireless telecommunication facility located on the roof of the building located at 15215 52nd Ave S. The proposal includes the swap of 3 existing antennas for 3 new antennas, and the addition of 3 RRU's. The project valuation is $20,000. We have included the following materials in this application package: - Building permit application fee check #3354003 in the amount of $313.50 - Signed building permit application and wireless application - Construction drawings/elevations Structural letter - NIER Report Site photos - City of Tukwila Affidavit of Ownership form still pending from property owner Project Description and Rule 6409(a) applicability: The proposal involves the swap of 3 existing antennas for 3 new antennas, and the addition of 3 RRU's. This project should be land use exempt and administratively approved under Rule 6409(a). 1. For towers other than towers in the public rights -of -way, does it increase the height of the tower by more than 10% or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed twenty feet, whichever is greater; for other eligible support structures, does it increase the height of the structure by more than 10% or more than ten feet, whichever is greater. Applicant Response: The existing tip height of the antennas is 35.7 feet. The proposed antennas are slightly longer and have a proposed tip height of 38.7 feet. This minor change in antenna tip height increases the height of the structure by less than 10% and by less than loft. Additionally, matching the existing toe height of the antennas is necessary to prevent RF interference caused by the rooftop parapet. 2. For towers other than towers in the public rights -of -way, does it involve adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than twenty feet, or more than the width of the Tower structure at the level of the appurtenance, whichever is greater; for other 'CENTERLINE 16360 Table Mountain Pkwy. Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 eligible support structures, does it involve adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than six feet; Applicant Response: No outward expansion of the tower is proposed. 3. For any eligible support structure, does it involve installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed four cabinets; or, for towers in the public rights -of -way and base stations, does it involve installation of any new equipment cabinets on the ground if there are no pre-existing ground cabinets associated with the structure, or else involves installation of ground cabinets that are more than 10% larger in height or overall volume than any other ground cabinets associated with the structure; Applicant Response: No additional equipment cabinets are proposed. 4. Does the proposal entail any excavation or deployment outside the current site; Applicant Response: No excavation or expansion outside of the current facility is proposed. 5. Does the proposal defeat the concealment elements of the eligible support structure; or Applicant Response: The proposed modification will not defeat any concealment elements of the existing site. 6. Does the proposal comply with conditions associated with the siting approval of the construction or modification of the eligible support structure or base station equipment, provided however that this limitation does not apply to any modification that is non -compliant only in a manner that would not exceed the thresholds identified for a substantial change. Applicant Response: Proposal complies with original conditions of approval. Centerline Solutions respectfully request approval for the 'proposed modification. If you have any questions, please do not hesitate to contact us. Reesp,ctfully, t Rif:k Stockman Site Acquisition Manager 4CENTERLINE SOLUTIONS 8218 154th Avenue NE, Suite 120 Redmond WA 98052 F�., 425.828.1008 ltle�bi . 425.890.1437 www.centerlinesolutions.com Sctct4 Photo 1 Photo 2 � .,_, tea►,-,� � � ,� ..� ,- ,, SEP 2 8 2016 rmurJ DevGreioPmetynt Photo 3 Photo 4 SEA' 2 8 2016 Corr.,-:*'7 Develop -5 0 vctcka Photo 5 SE.;' 28 2016 Cc^,mxity Development ti d Financial tns;drice Services 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 15215 52nd Av, S Tukwila WA 98188 for the purpose of application review, for the limited time necessary to complete that purpose. S. 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 Tukwila (city), WA (state), on November 18- , 20 16 Ricardo Antezana (Print Name) 15215 52nd Av So, Tukwila WA 98188 (Address) 206-244-6709 0 nn tt� On this day personally appeared before me 1") 1 e Q .o n v-Y�'t'E'Zd� �!�-. to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. r, Q SUBSCRIBED AND SWORN TO BEFORE ME ON THIS_ E `� DAY OF Cr"lit r ,`� NotaryWbli State of J�BLC in and for the State of Washington CandycetWilliamfeA m u; Ned Commission SXplt 414iepires on �'1 �x l,}c,2 0 f- ,20!& �c E N T Et:tNE sEv zaims Community t RF Safety and NIER AnalysigiRRiport 6/30/20116 Site: SE03999A Parkridge Prepared for: T-Mobile Table of Contents Certification 3 Executive Summary 4 Site Details 6 Predictive Analysis Details 11 SignageBarrier Diagram 14 Conclusions and Recommendations 15 Appendix A: FCC Compliance and RF Safety Policies 16 Appendix B: Overview of RoofView® Functions and Assumptions 18 References 20 Limited Warranty 20 Page 2 of 20 Certification This report, prepared by Centerline Solutions, LLC for T-Mobile, is intended to document compliance and evaluate power density levels as outlined in the report. The computations, analysis, and resulting report and conclusions were based on applicable FCC guidelines and regulations for maximum permissible exposure to humans consistent with FCC OET Bulletin 65, Edition 97-01. Additionally, Centerline Solutions, LLC certifies that the assumptions are valid and that the data used within Centerline Solutions' control are accurate, including information collected as part of Centerline Solutions' field surveys. Centerline Solutions, LLC does not however certify the accuracy or correctness of any data provided to Centerline Solutions, LLC for this analysis and report by T-Mobile or other third parties working on behalf of T-Mobile. I certify that the attached RF exposure analysis and report is correct to the best of my knowledge, and all calculations, assumptions and conclusions are based on generally acceptable engineering practices: Victor M. Melendez, P.E. 6/30/2016 Page 3 of 20 Executive Summary This report provides the results of an RF power density analysis performed for T-Mobile's site, SE03999A_Parkridge. Current Site Configuration: Three -sectored site operating with technologies including GSM in PCS band (1900 MHz), UMTS in PCS band (1900 MHz), UMTS in AWS band (2100 MHz), and LTE in AWS band (2100 MHz). Proposed Site Configuration: Installation and operation of GSM in PCS band (1900 MHz), UMTS in PCS band (1900 MHz), UMTS in AWS band (2100 MHz), LTE in. 700 MHz band, and LTE in AWS band (2100 MHz). Scope of Work: The proposed physical modifications will result in installations of antennas and radio hardware at this site. Installations on Rooftop: • Replace and install (3) new panel antennas • Installation of (3) FRLB radio modules behind antennas Installations on Ground equipment cabinets: • Installation of (1) new FBBA baseband submodule • Installation of (1) new FBBC baseband submodule Site Description: • Tower Type and Height- Rooftop building, 27.1' AGL top of parapet • Equipment Location- On the ground floor. • Other Antennas- None • Access- Antennas are restricted by a locked roof access door located on the 2nd floor that leads to a roof hatch. • Existing Signage- There are existing blue Notice and Guidelines signs posted at the roof hatch. Analysis: The analysis of the RF power density at this site indicates that emissions on the rooftop level exposures may exceed the FCC's Maximum Permissible Exposure (MPE) limit for General Population. However, RF emissions on the rooftop level will not exceed the Page 4 of 20 Occupational MPE limits. The peak rooftop level exposure in accessible area is calculated to be less than or equal to 316.2% of the FCC General Population limit, which is equivalent to 63.2% of the Occupational limit. Conclusion and Recommendations: • The results of the analysis indicate that the power density levels on the rooftop level may exceed the FCC's General Population MPE limits with the proposed modification plan. • The results of the analysis indicate that the power density levels in the generally accessible area on the rooftop level will not exceed the FCC's Occupational MPE limits with the proposed modification plan. • Centerline Solutions recommends placing a blue Notice sign and Guidelines sign at each sector to mitigate the general public/maintenance workers who may not have EME training or awareness. See Signage/Diagram section for more details on the existing and proposed signage locations. • This site will be operating in general compliance with the FCC"s OET Bulletin 65 following the implementation of the proposed mitigation plan outlined in this report. Page 5 of 20 Introduction The purpose of this analysis and report is to evaluate the cumulative power density levels of all antennas located on the rooftop to identify any areas of concern that require mitigation. This report also assesses the site's compliance with FCC OET Bulletin 65; "Guidelines for Human Exposure to Radio -frequency Electromagnetic Fields". As part of this analysis, the site was visited on 4/21/2016, to perform a complete field survey. The purpose of the survey was to verify antennas located at the site and identify co -located wireless facilities. The power density simulation performed for this site utilized RoofView® analysis software. All active antennas were assigned an operating frequency and transmit power and were deemed to be operating at 100% of their rated output power. . Site Details Address: 15215 52nd Avenue South Tukwila, WA 98188 Site type: Rooftop Height: — 27.1 ft. AGL at top of parapet The photographs on the following Figures show a view of the existing antennas on the building rooftop and RF signage that is present. Page 6 of 20 Alpha Beta Figure 1 — Photos Page 7 of 20 Gamma Roof Hatch / Existing Signs Figure 2 — Photos Page 8 of 20 Locked Roof Access Door Access Point Figure 3 — Photos Page 9 of 20 Abandoned Antenna Enclosure Abandoned Cable Runs Figure 4 - Photos Antenna Inventory: Page 10 of 20 The following table contains the technical data used to simulate the power density that may be encountered with all antennas simultaneously operating at full rated power. D Name (MHz) Freq Trans Power Trans Count Other Loss Calc Power Mfg Model (ft) Z(Rooftop) Type (ft) Aper dBd Gain BWdth RCir TMA1A L2100 2150.00000 30.0 4 0.5 107.0 CormScope TACXX-6516-A2M 5.2 X-Pole 5.0 15.35 65;20 TMA2A G1900 1950.00000 40.0 2 0.5 71.3 CommScope Ttv XX-6516-A2M 5.2 X-Pole 5.0 15.35 65;20 TMA2B U1900 1950.00000 30.0 2 0.5 53.5 CommScope Tt Z_XX-6516-A2M 5.2 X-Pole 5.0 15.35 65;20 TMA3A U2100 2150.00000 40.0 1 2.1 24.5 CommScope SBNH-1D65C 5.2 DBQuad 8.0 16.25 63;20 TMA3B L700 730.00000 60.0 1 0.5 53.5 CommScope SBNH-1D65C 5.2 DBQuad 8.0 13.95 66;20 TMB1A L2100 2150.00000 30.0 4 0.5 107.0 CommScope TMZXX-6516-A2M 5.2 X-Fble 5.0 15.35 65;130 TMB2A G1900 1950.00000 40.0 2 0.5 71.3 CommScope TMZXX-6516-A2M 5.2 X-Pole 5.0 15.35 65;130 TMB2B U1900 1950.00000 30.0 2 0.5 53.5 CommScope TMZXX-6516-A2M 5.2 X-Pole 5.0 15.35 65;130 TMB3A U2100 2150.00000 40.0 1 1.8 26.4 CommScope SBNH-1D65C 5.2 DBQuad 8.0 16.25 63;130 CNB3B L700 730.00000 60.0 1 0.5 53.5 ConmScope SBNH-11365C 5.2 DB Quad 8.0 13.95 66;130 TMC1A L2100 2150.00000 30.0 4 0.5 107.0 CommScope TMZXX-6516-A2M 5.2 X-Pole 5.0 15.35 65;230' TMC2A G1900 1950.00000 40.0 2 0.5 71.3 CommScope Ttv2:XX-6516-A2M 5.2 X-Fble 5.0 15.35 65;230 TMC2B U1900 1950.00000 30.0 2 0.5 53.5 CommScope TM2XX-6516-A2M 5.2 X-Pole 5.0 15.35 65;230 TMC3A U2100 2150.00000 40.0 1 1.8 26.4 CommScope SBNH-1D65C 5.2 DBQuad 8.0 16.25 63;230 TMC3B L700 730.00000 60.0 1 0.5 53.5 CommScope SBNH-1D65C 5.2 DBQuad 8.0 13.95 66;230 Table 1 - Antenna Details Predictive Analysis Details For purposes of this analysis, RoofView® was configured to provide an output based on the appropriate MPE limit(s) published in the FCC's guidelines. The antenna information was loaded into RoofView®, an MPE predictive analysis tool by Richard Tell and Associates, Inc. The analysis was run for the rooftop level. The maps in Figures 5 and 6 are a graphical representation of the calculated RF emissions at the rooftop level for General Population and Occupational MPE limits, respectively. The solid green shading indicates that power density levels are expected to be less than 5% of the applicable maximum permissible exposure (MPE) level in these areas. Other colors are defined in the legend. Page 11 of 20 < 5% General Population Limit Blue < 20% General Population Limit < 100% General Population Limit Red > =100% General Population Limit Statistical Stomary %MPE SQ. FT %SQ. FT. 0-5 6-20 21-100 > 100 44100 41205 2130 721 44 100.00 % of total ROOF Area 93.44 % of Selected Area 4.83 % of Selected Area t63 % of Selected Area 0.10 % of Selected Area Figure 5 - % MPE General Population Rooftop Level Grid Size (10 x 10 ft.) Page 12 of 20 1 i 1 ROOFTIIOP LEVEL i 11 i E) ROOF HAT uit 4 ii t. -1 PI i ROOF 111a 3 I 1; —. L. 1 11 i 1!I 1 {{� �ll E 1 I 1I i; ! i..._........a.._.._.....___i._.._..__._...._.k __.____.. ___lr.._i._. i f i AIANDONED I_.,I _ , I ICOLO i i I j i i.. 1. 1. it {ram I1 --, , , . �. < 5% Occupational Limit 3lue < 20% Occupational Limit < 100% Occupational Limit Red > =100% Occupational Limit Statistical Summary %MPE SQ. FT %SQ. FT. 0-5 6-20 21-100 > 100 44100 43480 575 45 0 100.00 % of total ROOF Area 98.59 % of Selected Area 1.30 % of Selected Area 0.10 % of Selected Area 0.00 % of Selected Area Figure 6 - % MPE Occupational Penthouse Level Grid Size (10 x 10 ft.) Page 13 of 20 Signage/Barrier Diagram 1 (E) ROOFTC#P L E bIP,,, i 1 I ExistsOg Sigrj NOTICE i 1 1 1 1 E) ROOF HATCtjj•• ROOFl i ; 1 i i ; 1 1 1 1 osediSigns 1 1 Alpha OONED \!cam Proposed Signs MiU ation Actions Sienane GUIDELINES (QV) NOTICE (Qty) CAUTION (Qty) WARNING (Qty) BARRIER/MARKER (Length in feet) (Lengtnfeet Access Point(s) 1 1 Alpha 1 1 Beta 1 1 Gamma 1 1 General Area Exist Add Exist Add Exist Add Exist Add Exist Add Page 14 of 20 Conclusions and Recommendations • The results of the analysis indicate that the power density levels on the rooftop level may exceed the FCC's General Population MPE limits with the proposed modification plan. • The results of the analysis indicate that the power density levels in the generally accessible area on the rooftop level will not exceed the FCC's Occupational MPE limits with the proposed modification plan. • Centerline Solutions recommends placing a blue Notice sign and Guidelines sign at each sector to mitigate the general public/maintenance workers who may not have EME training or awareness. See Signage/Diagram section for more details on the existing and proposed signage locations. • This site will be operating in general compliance with the FCC's OET Bulletin 65 following the implementation of the proposed mitigation plan outlined in this report. Note: Modifications to the site: and/or increases in channel counts or power levels exceeding those listed in this report will require additional evaluation to determine compliance. Page 15 of 20 Appendix A: FCC Compliance and RF Safety Policies In August of 1997, the FCC published OET Bulletin 65 Edition 97-01 to regulate methods for evaluating compliance with FCC guidelines for human exposure to radiofrequency (RF) electromagnetic fields. The FCC guidelines for human exposure to RF electromagnetic fields incorporate two categories of limits; namely "Controlled" (a.k.a. Occupational) and "Uncontrolled" (a.k.a. General Public). The guidelines offer suggested methods for evaluating fixed RF transmitters to insure that the controlled and uncontrolled limits deemed safe by the FC for human exposure are not exceeded. OET Bulletin 65 recommended guidelines are intended to allow an applicant to "make a reasonably quick determination as to whether a proposed facility is in compliance with the limits." In addition, the guidelines offer alternate supplementary considerations and procedures such as field measurements and more detailed analysis that should be used for multiple emitter situations. These guidelines define RF as emissions in the frequency range of 300 kHz to 100 GHz. The FCC define Maximum Permissible Exposure (MPE) limits within this frequency range based on limits recommended by the National Council on Radiation Protection and Measurement, the Institute of Electrical and Electronics Engineers (IEEE), and by the American National Standards Institute (ANSI). The specific MPE limits deemed by the FCC are as follows: Frequency Range [MHz] 0.3 - 3.0 3.0 - 30 30 - 300 300 -1,500 1,500 - 100,000 Limits for Occupational/Controlled Exposure Electric Field Magnetic Field Power Density Strength (E) [V/m] 614 1842/f 61.4 Strength (H) [Alm] 1.63 4.89/f 0.163 (S) [mW/Cm"2] 100* 900/f^2* 1 f/300 5 Averaging Time IEI112, 1H1"2 or S [minutes] 6 6 6 6 6 Frequency Range [MHz] 0.3 - 3.0 3.0 - 30 30 - 300 300 - 1,500 1,500 -100,000 Limits for General Population/Uncontrolled Exposure Electric Field Magnetic Field Power Density Averaging Time IEI"2, Strength (E) [V/m] Strength (H) [A/m] (S) [mW/Cm"2] 1HI"2 or S [minutes] 614 1.63 100* 30 842/f 2.19/f 180/f^2* 30 27.5 0.073 0.2 30 f/1500 30 1 30 f = frequency *Plane -wave equivalent power density The FCC states that "Occupational/Controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for Occupational/Controlled exposure also apply in situations when an individual is transient through a location where Occupational/Controlled limits apply provided he or she is made aware of the potential for exposure." Page 16 of 20 For General Population/Uncontrolled limits, the FCC states that "General Population/ Uncontrolled exposures apply in situations in which the general public may be exposed, or in which persons that are exposed as a consequence of their employment may not fully be aware of the potential for exposure or cannot exercise control over their exposure." For purposes of this analysis, all limits are evaluated against the Power Density limits. Typical guidelines for determining whether Occupational/Controlled limits can be applied include insuring the environment (such as a rooftop) as limited/controlled access via locked doors or physical barrier that are preferably controlled by a landlord that is aware of the situation and can inform anyone going through the locked door of the existence of the RF emissions. Such notification/awareness is typically accomplished by means of signage on the door, or other access to the area of concern, as well as signage on or near the antennas. Examples of such signs include the following: Radio frequency fields beyond this point may exceed the FCC general public exposure limit. Obey en posted signs end sae guidelines for wetting in radio frequency environments. a CAUTION Beyond this point: Radio frequency kids at this site may exceed FCC rules for human exposure. For gone seen% obey ell posted signs end site guidelines for wetting In rade frequency environments. Beyond this point: Radio frequency fields at this site exceed the FCC rules for human exposure. Future to obey ex nested signs and site gmldesaes for wonting In radio Isgo.n y erlvkenm ants could mug in mittens bgtny. Standards for when to use each of the above signs for Occupational situations are as follows: No sign required: <20% of Occupational MPE Blue Sign, Notice: 20% to <100% of MPE Yellow Sign, Caution: 100% to <1000% of MPE Red Sign, Warning: >1000% of MPE All MPE references are to the FCC Occupational limits. Page 17 of 20 Appendix B: Overview of RoofView® Functions and Assumptions RoofView® is a tool developed and supported by Richard Tell Associates, Inc. to be used for analysis of RF field levels at telecommunications sites produced by antennas of the type commonly used in cellular, paging, SMR, PCS and two-way radio communications services. Although its name suggests that the tool is only for use in evaluating emissions for roof top applications, it can also be used to evaluate ground level effects of tower facilities. RoofView® allows the user to apply near field, far field, or a combination of near and far field computational methods as desired by the user. For this analysis, near field computations are used for areas within the near field, and far field computations are used beyond the near field. Specific break points are dynamic based on the aperture of the antenna being analyzed. The near field methodology is based on a cylindrical model that assumes the power into an antenna is distributed as a cylinder around the aperture of the antenna. Research by Richard Tell Associates, Inc. found that using such a model, along with corrections for height and antenna pattern, is very accurate, if not slightly conservative in estimating RF exposure. FCC Bulletin 65 recognizes the use of the cylindrical model for near field calculations. The following picture and corresponding equation summarizes the computations used by Roof View® on a bin -by -bin basis when the near field method is used: s = 360 P 0Bw2jRh 3 dB Bearn (degrees) - 0 Bw Each bin's results are then also adjusted by spatially averaging the portion of a 6 foot tall human that intercepts the aperture over 6 feet. Once the antenna is completely above (or below) the height that corresponds to a 6 foot tall human, the cylindrical results are reduced Page 18 of 20 to 10% of their results and then dissipated inversely in proportion to the square of the distance. Once bins being analyzed fall outside of the near field (as determined by a method and variable that is user -selectable; see below for method and variable used in this analysis), a far -field spatial average is calculated. Spatially averaged power density in the far -field is calculated by reducing the spatially averaged power density inversely, by the square of the distance from the antenna(s). There are several input variables to RoofView® that can impact the results produced when evaluating specific cell sites. Those variables are summarized accordingly: Required Inputs for RoofView® v4.15 Analysis Thresholds >= 0% >= 5% >= 20% >= 100% (Relative to Controlled Limits) Green < 5% <20% < 100% Blue Yellow Standard FCC 1997 Occupational (default) FCC 1997 General Population (as applicable) Model Near/Far Spatial Average Uptime 100% (vary as applicable) Near/Far Field Transition Method X ApHt Near/Far Field Transition At Ht Factor 1.5 Page 19 of 20 References FCC (1997). "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields"; Federal Communications Commission; Office of Engineering and Technology, OET Bulletin 65, Edition 97-01, August. Richard Tell Associates, Inc. (2003). Roof View® User Guide Version 4.15, Richard Tell Associates, Inc., February 10, 2003. Limited Warranty Centerline Solutions, LLC warrants that this analysis was performed in good faith using the methodologies and assumptions covered in this report and that data used for the analysis and report were obtained by Centerline Solutions, LLC employees or representatives via site surveys or research of T-Mobile's available information. In the event that specific third party details were not available, best efforts were made to use assumptions that are based on industry experience of various carriers' standards without violating any confidential information obtained under non -disclosure terms. Centerline Solutions, LLC also warrants that this analysis was performed in accordance with industry acceptable standards and methods. There are no other warranties, express or implied, including but not limited to, the implied warranties of merchantability and fitness for a particular purpose, relating to this agreement or to the services rendered by Centerline Solutions hereunder. In no event shall Centerline Solutions be held liable to T-Mobile, or to any third party, for any indirect, special, incidental, or consequential damages, including but not limited to loss of profits, loss of data, loss of good will, and increased expenses. In no event shall Centerline Solutions be liable to T-Mobile for damages, whether based in contract, tort, negligence, strict liability, or otherwise, exceeding the amount payable hereunder for the services giving rise to such liability. Page 20 of 20 'CENTERLINE August 16, 2016 Ms. Heather Wright T-Mobile RE: T-Mobile L700 Project SE03999A "Parkridge -15215" 15215 52nd Ave S. Tukwila, WA 98188 King County Structural Analysis - Mount Project #: TMO-15-0022-362 Dear Ms. Wright: qr" r,.w" S'28201i Community peae,opment 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 Centerline Solutions performed a structural review of the existing antenna mounts at the above referenced site. The existing mounts and supporting roof structure are adequate to safely support the proposed T-Mobile antennas and equipment. The final loading considered in this analysis is as follows: Proposed Additional Loads: - (3) Commscope SBNH-1D65C Panel Antenna - (3) Nokia FRBG RRU Existing Loads to Remain: - (6) Commscope TMZXX-6516-R2M Panel Antenna - (2) Raycap CR100-1076R06 COVP - (3) Nokia FRIG RRU - (3) Nokia FXFB RRU - (6) Commscope ETW190VX12UB TMA See drawings by Centerline Solutions for additional details, and please contact us with any questions. Sincerely, Ryan Guerrero, PE Completed By: Kevin Trautman, EIT08/ ATT: Calculations 'CENTERLINE 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 Mount Analysis: References: Standards- TIA-222-G CODES - IBC 2015, ASCE 7-10, NDS 2012, State of Washington SBCC Amendments Design Loads: Mount Analysis/Design (A/D): Wind Load Factor: Wind 3-sec gust: Elevation (mount centerline): Structure Class: Exposure: Topographic Category: Crest Height (in ft): 3 or 4 Sided Lattice Tower (y/n): Gust Effect Factor: Wind Direction Factor, Kd: Importance Factor, I: Velocity Pressure Coefficient, Kz: Topographic Factor, Kzt: Seismic Properties: Seismic Load Factor: Total Height of Structure: Component Importance Factor: Site Soils Classification: Response Modification Coefficient: Amplification Factor: Seismic Spectral Responses: From USGS Design Maps: Acceleration -Based Site Coefficient: Velcoty-Based Site Coefficient: Seismic Design Category: MA - "A" W-1.6 TIA 2.3.2 V - 85 mph (Equivalent to 110mph Vult) z-34.7 ft Class "II" TIA Table 2-1 Exp- "B" TIA 2.6.5.1 Topo-"1" TIA 2.6.6.2 H-0 Lattice -a "n" G = 1 TIA 2.6.9 kd = 0.95 TIA Table 2-2 I=1 TIA Table 2-3 kz = 0.73 TIA 2.6.5.2 Kzt =1 TIA 2.6.6.4 Ea 1.0 hstructure = 27.1 ft Ip -1.0 ASCE 7-10 13.1.3 SCE- "D" TIA Table 2-11 R- 2.5 ASCE 7-10 Table 13.6.1 a-1.0 ASCE 7-10 Table 13.6.1 SsE1.471 SMs -1.471 SDs - 0.981 Fa:-S s=1 s Fv:=S=1.5 Si1 SDC = "D" Si- 0.550 SMl - 0.825 SD1- 0.550 ASCE 7-10 Eq. 11.4-1 ASCE 7-10 Eq. 11.4-2 ASCE 7-10 Tables 11.6.1 and 11.6.2 Checkseismici E. if (Ss < 1, "Ignore Seismic Effects" , "Calculate Seismic Loads") Checkse• ,,,u=i = "Calculate Seismic Loads" TIA 2.7.3 `'CENTERLINE Appurtenance Details: Appurt 1: hia-96.0 in w1-11.9in d1E7.1 in Profile]. = — "f" wt1- 49.6 lbf EPA1=11.389 ft2 Appurt 2: h2 - 59.6 in w2-12.0in d2-6.5 in Profile2 = — "f" wt2 - 36.2 lbf EPA2=6.617 ft2 Appurt 3: h3 - 25.1 in w3 -12.6 in d3 - 7.8 in Pro ale 3= — "f" wt3 - 59.5 lbf EPA3=2.636 ft2 Appurt 4: h4 - 23.8 in W4-17.2 in d4 - 7.5 in Pro f ile4 - "f wt4 - 59.9 lbf EPA4=3.411 ft2 Appurt5: h5-19.3in w5E22.0 in d5 - 5.2 in Profiles - "f' wt5 - 55.0 lbf EPA5=3.526 ft2 Appurt 6: h6 E 20.2 in w6-19.0in d6 - 7.0 in Profiles E "f' wt6 E 15.0 lbf Antenna: SBNFH-1D65C Qty. Per Sector: n1 := 1 Profile Round or Flat (r/f) Antenna: TMZXX-6516-R2M Qty. Per Sector: n2 := 2 Profile Round or Flat (r/f) RRU: FRBG Qty. Per Sector: n3:=1 Profile Round or Flat (r/f) RRU: FRIG Qty. Per Sector: n4:=1 Profile Round or Flat (r/f) RRU: FXFB Qty. Per Sector: n5 :=1 Profile Round or Flat (r/f) 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 COVP: CR100-1076R06 Qty. Per Sector: n6:=1 (Alpha and Beta only) Profile Round or Flat (r/f) `'CENTERLINE Appurt 7: h7-10.2 in w7=6.7 in d7-3.7 in Profile7E "f' wt7-14.6 lbf Diplexer: ETW190VS12UB Qty. Per Sector: n7:= 2 Profile Round or Flat (r/f) Skid (estimated): EPAskid:=9.6 ft2 Member Properties (Pipe): Total Length: Width: Unit Weight: Member Properties (Angle): Total Length: Width: Unit Weight: Velocity Pressure, qz: Velocity Pressure: Appurtenance Forces, F: Appurt 1 Force: Appurt 2 Force: Appurt 3 Force: Appurt 4 Force: Appurt 5 Force: Appurt 6 Force: Appurt 7 Force: Pipe Force: Rect. Force: Skid Force: Factored Appurtenance Forces, F: Appurt 1 Factored Force: Appurt 2 Factored Force: Appurt 3 Factored Force: Appurt 4 Factored Force: Appurt 5 Factored Force: Appurt 6 Factored Force: Appurt 7 Factored Force: Factored Pipe Force: Factored Rect. Force: Factored Skid Force: Wtskid := 440 lbf /pipe = 60 in ODpipe - 3.5 in 2lltpipe-7.58 Of /angle = 127 in Wangle = 2.5 in W tangie = 4.1 pif 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 (Only the largest pipe on the mount is shown for clarity. All members have been considered.) (Only the largest angle on the mount is shown for clarity. All members have been considered.) qz:=0.00256•kz•Kzt•kd• V2 •I•psf =12.833 psf F1:=gz•G•EPA1=146.153 lbf F2:=gz•G•EPA2=84.912 lbf F3:=gz•G•EPA3=33.821 lbf F4 := qz • G • EPA4 = 43.777 lbf F5 := qz • G • EPA5 = 45.252 lbf F6:=gz•G•EPA6=41.044 lbf F7:=gz•G•EPA7=7.308 lbf Fp := qz • G • Cpipe • /pipe • ODpipe = 22.458 lbf Fr:=gz•G•Crect•1rect•Wrect=8.555 lbf Fskid := qz • G • EPAskid =123.196 lbf WF1:= W • F1= 233.844 lbf WF2 := W • F2 =135.859 lbf WF3:=W • F3= 54.114 lbf WF4:=W • F4 = 70.044 lbf WF5:=W•F5=72.404lbf WF6 := W • F6 = 65.67 lbf WF7 := W • F7 =11.693 lbf WFp := W • Fp = 35.932 lbf WFr:=W•Fr= 13.688 lbf 197.114 lbf WFskid := W • Fskid= `'CENTERLINE Seismic Appurtenance Forces, Fs: Calculated Unit Seismic Design Force: ASCE 7-10 Eqs. 13.3-1 to 13.3-3 Minimum Unit Seismic Design Force: Maximum Unit Seismic Design Force: Unit Seismic Design Force: Appurt 1 Force: Appurt 2 Force: Appurt 3 Force: Appurt 4 Force: Appurt 5 Force: Appurt 6 Force: Appurt 7 Force: Pipe Force: Rect. Force: 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 0.4 a • S Ds • I f s_c := p 1+ 2 z )) 0.559 R hstructure .f s_min := 0.3 SDs • Ip = 0.294 fs_max:= 1.6 • SDs • Ip =1.57 fs:=min fs_, r,max(fs_caic:fs_min))=0.559 Fs1:=fs • wt1= 27.722 lbf Fs2:= fs•wt2= 20.233 lbf Fs3:= fs•wt3= 33.256 lbf Fs4 :=fs • wt4 = 33.479 lbf Fs5:=fs•wt5=30.74 lbf F86 :=fs • wt6 = 8.384 lbf Fs7:=fs•wt7=8.16lbf Fsp :=fs • wtpipe • 1pipe = 21.183 lbf F. :=fs • wtrect • lrect = 6.824 lbf Factored Seismic Appurtenance Forces, Fs: Appurt 1 Factored Force: Appurt 2 Factored Force: Appurt 3 Factored Force: Appurt 4 Factored Force: Appurt 5 Factored Force: Appurt 6 Factored Force: Appurt 7 Factored Force: Factored Pipe Force: Factored Rect. Force: EFs1:= E EFs2 := E EFs3 := E EFs4 := E EFs5 := E EFs6 := E EFs7 := E EFsp := E EFs,.:= E • • Fs1= 27.722 lbf • F2 = 20.233 lbf • Fs3 = 33.256 lbf • Fs4 = 33.479 lbf •F5=30.74Ibf • F6 = 8.384 lbf •Fs7=8.16lbf • Fsp=21.183lbf Fs,. = 6.824 lbf Checks, ismic2:= if (EFs1 < 0.5 • WF1, "Wind Load Governs", "Apply Seismic Loads") Checksej jc2 = "Wind Load Governs" Risa Output (Sector Alpha): Max X Reaction (shear): Max Y Reaction (tensile): Max Z Reaction (shear): Max Moment X: Max Moment Y: Max Moment Z: TIA 2.7.3 RR1:= 0.052 kip R91:=1.343 kip Rzi := 0.842 kip Mx1:= 0.000 kip • f t My1:= 0.000 kip • f t Mz1:= 0.000 kip • f t `'CENTERLINE Risa Output (Sector Beta and Gamma): Max X Reaction (shear): Max Y Reaction (tensile): Max Z Reaction (shear): Max Moment X: Max Moment Y: Max Moment Z: Plate and Lag -Bolt Properties: Bolt Diameter: Bolt Grade: Number Bolts: Bolt Area: Horizontal Bolt Spacing 1 (c/c): Horizontal Bolt Spacing 2 (c/c): Bolt Group Area Moment of Inertia (X-axis): Bolt Group Area Moment of Inertia (Y-axis): Bolt Group Polar Moment of Inertia: Bolt Length: Unthreaded body length: Minimum thread length: Length of tapered tip: Specific gravity of Hem -Fir No. 1: Reference withdrawal design value: Reference lateral design value: Load Duration Factor: Wet Service Factor: Temperature Factor: End Grain Factor: Toe -Nail Factor: Group Action Factor: Diaphragm Factor: Geometry Factor: Rx2 := 0.475 kip Rye := 2.058 kip Rz2:=1.193 kip Mx2 := 0.000 kip • f t My2 := 0.000 kip • f t Mz2 := 0.000 kip • f t 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 Diabolt = 0.625 in Gradebolt = "A307" Nbolt = 4 Abort = 0.307 in2 dvolt_z E 4 in dbott_x=4 in 2 Ix.bolt :=Nbolt • ((IO.bolt) + (Abolt • (0.5 • dbott_z) )) = 4.942 in4 2 Iz.bolt:=Nbolt' (Io.bolt) +Abort• (0.5 • dbolt_x) )) =4.942 in4 Jby := Ix.bott + Iz.bolt = 9.884 in4 L:=4 in S:=1.5in T := 2.5 in Euo := 32 in = 0.406 in G := 0.43 W1:= 357 lbf in NDS 11.2A Z:= 700 lbf NDS 11K CD:= 1.6 NDS 2.3.2 Cm:=1.0 NDS 10.3.3 Ct:=1.0 NDS 10.3.4 Ce9 :=1.0 NDS 11.5.2 Ctn:=1.0 NDS 11.5.4 C9:=1.0 NDS Table 10.3.6C Cdi:=1.0 NDS 11.5.3 C,d:=1.0 NDS 11.5.1 `'CENTERLINE Plate Properties: Plate Width: Plate Height: Plate Thickness: Bend line distance: Edge distance: Plastic Section Modulus: Steel Yield Strength: Plate Standoff Dist: Bolts Check: Bolt Shear Load (Alpha): Sloadboltl:=1 W plate = 6.0 in plate = 6.0 in tplate = 0.25 in dbend = 0.1 in dedge E 1.0 in Zplate = 0.094 in3 f 9 E 36000 psi d,,:=0 in 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 (dist. from bolt to bend line) (dist. from bolt to edge of plate) (Assumes bend line length is full width of plate) AISC 7-10, Equ. 7-8a 2 Rzl +Myl•0.5•dbolt_x•Abolt Nbolt Jbg Bolt Tensile Load (Alpha): Ry1 Tloadbolt_maxla:= + "bolt Ry1 Tloadbolt_max2a:= "bolt 2 Rxl + Myl • 0.5 • dbott z' Abolt( = 0.211 ki / p Nbolt Jbg ASCE/SEI 48-11, Equ. A-VI-3 Mx1. 0.5 • dbott_z • Abolt + Mzl • 0.5 • dbott_x • Abolt Ix.bolt Iz.bolt Mx l • 0.5 • d bol t_z ' Abolt Mz l • 0.5 • d bol t_x ' Abolt Bolt Shear Load (Beta and Gamma): Ix.bolt Iz.bolt AISC 7-10, Equ. 7-8a / =0.336 kip / = 0.336 kip 2 2 Sloadbolt2 :—_ Rz2 + My2.0•5 • dbott_x • Abolt) + (IRx2 y + M2.0.5 • dbolt_z' Abolt = 0.321 kip \II(Nbolt bgTJ I. Nbolt •Ibg /I Bolt Tensile Load (Beta and Gamma): Ry2 Tloadbolt_maxlb:= + Nbolt Ry2 Tloadbolt_max2b:= + Nbolt ASCE/SEI 48-11, Equ. A-VI-3 Mx2.0.5 • dbolt_z • Abolt + Mz2.0.5 • dbolt_x • Abolt I x.bolt I z.bolt Mx2.0.5 • dbott_z • Abolt Mz2.0.5 • dbott_x • Abolt I x.bol t Iz.bolt )=0.515 kip 1= 0.515 kip `'CENTERLINE Lag -Bolt Capacity (Tension): Unfactored withdrawal capacity: Wo :=Nbolt • Wl • (T —Ettp) = 2989.875 lbf 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 Factored withdrawal capacity: W':=Wo•C,D•Cm2 •Ct•Ceg•Ctn=4783.8 lbf NDS 10.3.1 Lag -Bolt Capacity (Shear): Unfactored lateral capacity: Zo :=Nbolt • Z = 2800 lbf Factored lateral capacity: Z':=Zo•CD•Cm•Ct•Cg•Co•Ceg•Cd%•Ctnj=4480 lbf NDS 10.3.1 Lag -Bolt Capacity (Combined, Sector Alpha): (W •Z) 2—4693.744 lbf NDS 11.4.1 W • cos (al) + Z' • sin (ai) Lag -Bolt Capacity (Combined, Sector Beta and Gamma): Z',2:= (W . Z) 2 = 4694.592 lbf W'• cos (a2) + Z' • sin (a2) NDS 11.4.1 Bolts Check (Sector Alpha): Conservative check for 5/8" lag bolts, allowable load per NDS 2012. Z' = 4.48 kip W'=4.784 kip > Sloadboltl = 0.21 kip > Tloadbolt maxla = 0.34 kip Checkbolt °= if (11bolt_maxla boltl Tload 2 +Sload 2 < Z'a1 + , "OK" "NG") = "OK" Bolts Check (Sectors Beta and Gamma): Conservative check for 5/8" lag bolts, allowable load per NDS 2012. Z' = 4.48 kip W' = 4.784 kip > Sloadbolt2 = 0.32 kip > Tloadbolt maxlb = 0.51 kip Checkbolt °— if (Jbolt_maxlb bolt2 , � Tload 2 +Sload 2 <Z' "OK" "NG") = "OK" a2 `'CENTERLINE Plate Stress Check: Resistance Factor: Bending Moment: Bending Stress: Allowable Stress: Plate Stress Check: Minimum Plate Thickness: 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 Mbend :_ (Tloadbolt_nuuxlb +Tloadbolt_maxlb) • d bend = 0.009 kip • ft Mbend =1.098 ksi ASCE/SEI 48-11 zplate a-n:=•fy=32„4ksi Checkplate:=if PH9- <1.0, "OK" , "NG"= "OK" ASCE/SEI 48-11, Equ. A-VI-2 tplate_min:= ( l 4 ) ((T1oadbOltlb + T1oadbOlX2b) • dbend) =0.046 in 4,•wplate. fy Plate Thickness Check: Check -- if tplate > 1.0 "OK" "NG" l = "OK" platethick °— l � + JJ bp/ate min TRUSS LOAD CHECK Skid (estimated): EPASkid=9.6 ft2 Centerline Distance of Antennas (new) Centerline Distance of Antennas (existing) Centerline Distance of Skid Existing Eqt Wind Load: Proposed Eqt Wind Load: Skid Wind Load: Combined Dead Load: Moment: Vertical Forces (T/C): Number of Trusses: Load per Truss (P): wtskid = 440 lb f CLn:=9.62 ft CLe := 8.12 ft CLskid := 3 ft Wexist °= (2 • WF2 +WF4 ± WF5 + 2 • WF7) = 437.552 lbf Wnew :_ (WF1 +WF3) = 287.958 lbf Wskid := (WF'skid +WF6) = 262.784 lbf DLedf71b:=wtl+2•wt2+wt3+wt4+wt5+wt6+2•wt7+wtskid Mw:=Wexist•CLe+Wnew•CLn+Wskid • CI' skid=7.111 kip • ft TC:=M,,,=5 ft Truss := 3 Ptruss := TC +Truss = 474.095 lbf DLt,,,ss := DLL +Truss = 260.2 lbf Elevation notes: Parapet ht listed as 27'-1" Tip ht existing as 35.7' Tip ht of new as 38.7' Assume 2' tall parapet Assume ancilliary eqt mounted at same rad center as associated antennas. OVP is mounted at skid CL `'CENTERLINE 16360 Table Mountain Pkwy Golden, CO 80403 P: 303-993-3293 / F: 303-993-3019 Final Notes / Recommendations; The existing mounts are adequate to support the proposed antennas and equipment in all sectors, while the supporting roof truss is within allowable tolerance at 101.7%. Please see associated drawings by this office for additional installation details for the proposed equipment. It is recommended that the ancilliary equipment (OVP, FRIG, FXFB, FRBG, Diplexors) be installed as low on the skid as possible to further reduce the wind loading on the supporting roof structure Provided Information: Mount Data: Proposed Loading: Existing Loading: Site photos by Centerline Solutions dated 08/04/2016 Engineering Report by PSM, Inc. dated 01/04/2008 As-builts by Knox Architect and Associates dated 02/15/2000 Original design calculations by Premier Engineering 7/17/2000 Preliminary construction drawings by Centerline Solutions dated 06/28/2016 Preliminary construction drawings by Centerline Solutions dated 06/28/2016 Assumptions: Mount dimensions, bolt sizes, and steel grades were conservatively assumed based off of previous documentation, photos taken at the site, and industry standards. The bolts at the connection of the 3" Std. Pipes to the sleepers are assumed to be the same 5/8" lag bolts used in the connection of the kickers to the sleepers as specified by the 02/15/2000 Knox Architect and Associates document. It is assumed that the existing mounts have been properly installed per original design so that each mount has (2) sleepers spanning over a minimum of (3) TJL 18" open web joists located 48" o/c spanning a max 24ft. The double mount located at the southern side of the building must be spanning a minimum of (6) TJL 18" open web joists located 48" o/c spanning a max of 24ft. Mount weights and EPA have been taken from orginal design calculations. General Notes: Centerline Solutions performed this structural analysis of the mounting frames at which the antennas and equipment attach. These structures are assumed to have been properly constructed and designed in accordance with all applicable codes and standards. For the purpose of this analysis it is assumed that the existing structure is properly maintained per the TIA standard and manufacturer specifications, and is in good condition free of any defects, deterioration, discrepancies, and/or damage. The scope of this analysis is limited to the carrying capacity of the structural members referenced within the calculations of this report. The General Contractor shall verify the existing dimensions, member sizes, connections, and conditions prior to commencing any work. Any discrepancies or defects shall be called to the attention of Centerline Solutions and shall be resolved before proceeding with the work. A contractor experienced in installation procedures and loading should provide temporary bracing, if necessary, for the structure and structural components until all final connections have been completed in accordance with the plans. I I r c r c ( 11 L t r v 6/29/2016 Design Maps Summary Report gri USGS Design Maps Summary Report User -Specified Input Report Title Parkridge - 15215 Wed June 29, 2016 17:28:19 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.46639°N, 122.26956°W Site Soil Classification Site Class D - "Stiff Soil" 5 LTVn'A'"7.5 - BASE Vashort Risk Category I/II/III +I� Buriene 4Fer,TTt.f TACOO.A pf m Des Moines,, USGS-Provided Output Ss = 1.471 g S1 = 0.550 g • 4EN7JN I4JNr o^4T A-' SM5 = 1.471 g SMl = 0.825 g S1 enton // 'Cent Issaquah Maple Valley Sos = 0.981 g Spl = 0.550 g F .110 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. MCER Response Spectrum 1.65 1.10 1.50 1.00 1.35 0.90 1.20 0.90 1.05 0.70 rr 0.90 01 0.60 y 0.75 VI0.50 0.60 0.40 0.45 0.30 0.30 0.20 0.15 0.10 0.00 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 Period, T (sac) 1.40 1.60 1.90 2.00 Design Response Spectrum 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 Period T (sec) 1.90 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. http://ehp 1- earthq ua ke. c r. us gs . gov/des i g nm aps/us/s um m ary. php?tem pl ate=minimal &latitude:= 47.466389&l ong i tude=-122.269556&s i teclas s= 3&r i s kcategory= 0& .. 1/1 `'CENTERLINE APPENDIX A: Sector Alpha Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sector Alpha SK - 1 Aug 9, 2016 at 11:43 AM Parlmdge.r3d Page 1 -.132k Loads: LC 1, TIA-222-G 2.3.2.1 (a) Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sector Alpha SK-2 Aug 9, 2016 at 11:43 AM Parkridge.r3d Page 2 -.132k Loads: LC 2, TIA-222-G 2.3.2.1 (b) Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sector Alpha SK - 3 Aug 9, 2016 at 11:43 AM Parkridge.r3d Page 3 .410 N2SA N27 Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sector Alpha SK-4 Aug 9, 2016 at 11:44 AM Parkridge.r3d Page 4 Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999.A - Sector Alpha SK-5 Aug 9, 2016 at 11:44 AM Parkridge.r3d Page 5 Member Length (ft) Displayed Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sector Alpha SK-6 Aug 9, 2016 at 11:44 AM fzarlcridge.r3d Page 6 I. I�Y1.3 Member Code Checks Displayed (Enveloped) Results for LC 2, TIA-222-G 2.3.2.1 (b) Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sector Alpha SK - 7 Aug 9, 2016 at 11:44 AM Parkridge.r3d Page 7 Company : Centerline Solutions Designer : Kevin Trautman J Job Number : TMO-15-0022-362 TECHNOLOGIES Model Name : Parkridge-15215 - SE03999A - Sector Alpha Aug 9, 2016 11:45 AM Checked By. Hot Rolled Steel Section Sets Label Shape Des ion List Material Design R... A l n2j lyy [in41 Izz [in4] J [in4 1 2" Std. Pi.. PIPE 2.0 Beam Wide Flange A53 Gr.B Typical 1.02 .627 .627 1.25 2 L2x2x1/4 L2x2x4 Beam Double Angle (3/8 Gap) A36 Gr.36 Typical .944 .346 .346 .021 3 3" Std. Pi.. PIPE 3.0 Column Pipe A53 Gr.B Typical 2.07 2.85 2.85 5.69 4 L2.5x2.5x. L2.5x2.5x4 Column Single Angle A36 Gr.36 Typical 1.19 .692 .692 .026 5 2" Sch. 4... PIPE 2.0X Beam Pipe A53 Gr.B Typical 1..4 .827 .827 1.65 Wood Section Sets Label Shape 6x6 6X6 Envelope Joint Reactions Type Beam Design List Material Design R... A lin21 lyy[in4] Izz[in4] J [in4] None HF Typical 30.25 76.255 76.255 128.871 Joint X Ikl LC LC Zrk LC MX rk-ftl LC MY rk-frtl LC MZ [k- 1 N 1 max .052 9 1.343 2 .842 8 0 2 0 2 0 2 2 min -.023 8 .383 8 0 9 0 2 0 2 0 2 3 N3 max .023 8 1.236 2 .889 4 0 2 0 2 0 2 4 min -.25 2 .341 8 -.114 2 0 2 0 2 0 2 5 N25 max -.001 9 .046 9 .064 8 0 2 0 2 0 2 6 min -.701 6 -.663 6 -.782 6 0 2 0 2 0 2 7 N25A max .943 6 .046 9 .064 8 0 2 0 2 0 2 8 min .001 9 -.913 6 -1.087 6 0 2 0 2 0 2 9 N28 max 0 8 .038 2 .111 2 4.209 4 .191 2 -.011 8 10 min 0 2 .015 8 -.128 4 -.007 2 -.222 4 -.046 2 11 N27 max 0 9 .021 9 .11 2 4.664 4 .14 8 .016 9 12 min 0 8 .004 6 -.081 8 .011 6 -.19 2 -.007 6 13 N28A max 0 6 .028 4 .002 4 .054 8 .005 2 .03 4 14 min 0 9 .021 6 -.003 2 -.077 2 -.005 4 .022 6 15 N29 max 0 9 .028 4 .002 4 .054 8 .005 4 -.022 6 16 min 0 6 .021 6 -.002 6 -.076 2 -.004 6 -.03 4 17 Totals: max 0 8 1.134 2 1.653 8 18 min 0 6 .85 8 -1.654 2 Envelope Member Section Stresses Member Sec Axiallksi] LC y Shearrksil LC z Shearrksil LC v-Toprksil LC v-Botfksil LC z-TooFksil LC z-Botfksil LC 1 M 1 1 max .614 2 .022 8 .747 4 .309 9 .326 6 -.154 6 36.126 4 2 min .158 8 -.05 9 .001 9 -.326 6 -.309 9-36.126 4 .154 6 3 2 max 1.511 2 .051 6 .742 4 .409 4 .309 2 1.913 6 29.028 4 4 min -3.401 4 -.05 9 .001 9 -.309 2 -.409 4-29.028 4 -1.913 6 5 3 max 1.506 2 .051 6 .5 4 .306 6 .065 4 .79 2 6.968 4 6 min -3.406 4 -.05 4 .005 9 -.065 4 -.306 6 -6.968 4 -.79 2 RISA-3D Version 14.0.1[S:\...\...\...\...\...\...\...\TMO-15-022-362\ANALYSIS\Parkridge.r3d] Page 8 TECHNOLOGIES Company : Centerline Solutions Designer : Kevin Trautman Job Number : TMO-15-0022-362 Model Name : Parkridge-15215 - SE03999A - Sector Alpha Aug 9, 2016 11:45 AM Checked By. Envelope Member Section Stresses (Continued) Member Sec Azallksil LC v Shearfksil LC z Shearfksil LC v-Toolksil LC v-Botfksil LC z-Toofksil LC z-Botfksil LC 7 4 max 1.5 2 .051 6 .494 4 .792 6 .54 4 3.123 2 2.228 4 8 min -3.412 4 -.05 4 .005 9 -.54 4 -.792 6 -2.228 4 -3.123 2 9 5 max 0 2 0 4 0 4 0 2 0 2 0 2 0 2 10 min 0 2 0 2 0 2 0 2 0 2 0 2 0 2 11 M2 1 max .568 2 .242 2 .768 4 -.24 8 1.073 2 .125 2 29.25 4 12 min .139 8 -.022 8 -.004 2 -1.073 2 .24 8 -29.25 4 -.125 2 13 2 max .613 2 .242 2 .762 4 1.229 2 .544 4 -.511 9 21.958 4 14 min -2.013 4 -.022 8 .002 2 -.544 4 -1.229 2 -21.958 4 .511 9 15 3 max .607 2 .091 4 .527 4 .319 4 -.034 9 .183 2 5.769 4 16 min -2.018 4 -.082 6 .006 9 .034 9 -.319 4 -5.769 4 -.183 2 17 4 max .602 2 .091 4 .522 4 1.181 4 .673 6 1.285 6 .769 4 18 min -2.023 4 -.082 6 .006 9 -.673 6 -1.181 4 -.769 4 -1.285 6 19 5 max 0 2 0 2 0 4 0 2 0 2 0 2 0 2 20 min 0 2 0 4 0 2 0 2 0 2 0 2 0 2 21 M3 1 max 0 2 0 2 0 2 0 2 0 2 0 2 0 2 22 min 0 2 0 2 0 2 0 2 0 2 0 2 0 2 23 2 max .712 6 .388 4 .259 6 3.379 4 1.97 6 1.713 8 1.481 2 24 min .005 9 -.456 6 -.229 4 -1.97 6 -3.379 4 -1.253 2 -2.025 8 25 3 max .712 6 .386 6 .283 4 15.058 4 14.189 6 7.831 4 8.002 6 26 min .006 9 -.471 4 -.282 2 -14.189 6 -15.058 4 -6.77 6 -9.256 4 27 4 max .483 6 .456 6 .307 4 .849 4 1.975 6 .279 8 1.515 2 28 min .006 9 -.541 4 -.258 6 -1.975 6 -.849 4 -1.281 2 -.33 8 29 5 max 0 2 0 2 0 2 0 2 0 2 0 2 0 2 30 min 0 2 0 2 0 2 0 2 0 2 0 2 0 2 31 M4 1 max 0 2 0 2 0 2 0 2 0 2 0 2 0 2 32 min 0 2 0 2 0 2 0 2 0 2 0 2 0 2 33 2 max -.043 8 .025 4 .013 8 1.326 2 1.439 4 1.144 4 .788 6 34 min -.103 2 -.012 6 -.017 2 -1.439 4 -1.326 2 -.667 6 -1.352 4 35 3 max -.043 8 .013 9 .101 4 .932 4 .863 8 .701 8 .938 2 36 min -.103 2 -.035 2 .01 9 -.863 8 -.932 4 -.794 2 -.829 8 37 4 max -.024 8 .004 6 .03 4 1.182 2 .825 8 .705 4 .899 6 38 min -.102 2 -.046 4 .01 9 -.825 8 -1.182 2 -.761 6 -.833 4 39 5 max 0 2 0 2 0 2 0 2 0 2 0 2 0 2 40 min 0 2 0 2 0 2 0 2 0 2 0 2 0 2 41 M5 1 max .238 2 -.017 8 .081 6 0 2 0 2 0 2 0 2 42 min -.05 8 -.023 2 -.081 4 0 2 0 2 0 2 0 2 43 2 max .234 2 -.009 8 .04 6 .487 8 .8 2 .988 6 1.919 4 44 min -.053 8 -.012 2 -.04 4 -.8 2 -.487 8 -1.623 4 -1.168 6 45 3 max .231 2 0 2 0 2 .649 8 1.067 2 1.318 6 2.558 4 46 min -.055 8 0 2 0 2 -1.067 2 -.649 8 -2.164 4 -1.557 6 47 4 max .227 2 .012 4 .04 8 .487 8 .8 2 .988 6 1.919 4 48 min -.058 8 .009 6 -.04 2 -.8 2 -.487 8 -1.623 4 -1.168 6 49 5 max .224 2 .023 4 .081 8 0 2 0 2 0 2 0 2 50 min -.061 8 .017 6 -.081 2 0 2 0 2 0 2 0 2 51 M6 1 max .517 2 .081 2 -.017 8 0 2 0 2 0 2 0 2 52 min -.131 8 -.081 4 -.023 2 0 2 0 2 0 2 0 2 53 2 max .513 2 .04 2 -.009 8 .8 2 .487 8 .988 6 1.919 4 54 min -.134 8 -.04 4 -.012 2 -.487 8 -.8 2 -1.623 4 -1.168 6 55 3 max .51 2 0 2 0 2 1.067 2 .649 8 1.318 6 2.558 4 56 min -.137 8 0 2 0 2 -.649 8 -1.067 2 -2.164 4 -1.557 6 57 4 max .506 2 .04 8 .012 4 .8 2 .487 8 .988 6 1.919 4 58 min -.139 8 -.04 6 .009 6 -.487 8 -.8 2 -1.623 4 -1.168 6 RISA-3D Version 14.0.1[S:\...\...\...\...\...\...\...\TMO-15-022-362\ANALYSIS\Parkridge.r3d Page 9 TECHNOLOGIES Company : Centerline Solutions Designer : Kevin Trautman Job Number : TMO-15-0022-362 Model Name : Parkridge-15215 - SE03999A - Sector Alpha Aug 9, 2016 11:45 AM Checked By. Envelope Member Section Stresses (Continued) Member Sec AAallksil LC y Shearfksil LC z Shearfksil LC y-Top[ksil LC y-Bot[ksil LC z-TooFksil LC z-Botfksil L 59 5 max .503 2 .081 8 .023 4 0 2 0 2 0 2 0 2 60 min -.142 8 -.081 6 .017 6 0 2 0 2 0 2 0 2 61 M13 1 max .106 9 0 2 .023 4 0 2 0 2 0 2 0 2 62 min .079 6 0 4 -.006 2 0 2 0 2 0 2 0 2 63 2 max .118 9 0 2 .204 4 .003 2 .002 4 3.428 4 2.816 2 64 min .088 6 0 4 -.186 2 -.002 4 -.003 2 -2.816 2 -3.428 4 65 3 max .129 9 0 2 .397 4 .005 2 .004 4 14.448 4 13.224 2 66 min .097 6 0 4 -.379 2 -.004 4 -.005 2-13.224 2-14.448 4 67 4 max 5.3 4 .049 4 .211 4 1.177 6 .843 4 .502 4 2.643 2 68 min -1.484 6 -.062 6 .002 9 -.843 4 -1.177 6 -2.643 2 -.502 4 69 5 max 5.312 4 .049 4 .229 4 .869 4 .962 6 8.148 4 -.098 9 70 min -1.475 6 -.062 6 .002 9 -.962 6 -.869 4 .098 9 -8.148 4 71 M14 1 max .112 2 0 9 .021 4 0 2 0 2 0 2 0 2 72 min .084 8 0 2 -.004 2 0 2 0 2 0 2 0 2 73 2 max .121 2 0 9 .155 4 0 9 0 2 2.177 4 1.764 2 74 min .091 8 0 2 -.139 2 0 2 0 9 -1.764 2 -2.177 4 75 3 max .129 2 0 9 .29 4 0 9 0 2 7.671 4 6.844 2 76 min .097 8 0 2 -.273 2 0 2 0 9 -6.844 2 -7.671 4 77 4 max .005 8 0 9 .24 6 .139 4 .012 2 5.456 4 3.974 6 78 min -.04 2 -.046 4 -.295 4 -.012 2 -.139 4 -3.974 6 -5.456 4 79 5 max .011 8 0 9 .11 6 -.009 9 1 4 .088 4 -.028 6 80 min -.031 2 -.046 4 -.166 4 -1 4 .009 9 .028 6 -.088 4 81 M15 1 max .13 9 0 4 .02 4 0 2 0 2 0 2 0 2 82 min .097 8 0 2 -.002 2 0 2 0 2 0 2 0 2 83 2 max .138 9 0 4 .162 4 .004 4 .002 2 2.147 4 1.714 2 84 min .104 8 0 2 -.145 2 -.002 2 -.004 4 -1.714 2 -2.147 4 85 3 max .147 9 0 4 .424 4 .008 4 .004 2 9.567 4 8.701 2 86 min .11 8 0 2 -.406 2 -.004 2 -.008 4 -8.701 2 -9.567 4 87 4 max 4.459 4 .081 6 .206 4 .883 4 .489 6 1.197 4 .327 6 88 min -.496 6 -.099 4 .003 9 -.489 6 -.883 4 -.327 6 -1.197 4 89 5 max 4.468 4 .081 6 .336 4 1.501 6 1.561 4 8.202 4 .146 2 90 min -.49 6 -.099 4 -.045 2 -1.561 4 -1.501 6 -.146 2 -8.202 4 91 M16 1 max 0 4 .076 2 0 4 0 2 0 2 0 2 0 2 92 min -1.286 6 0 4 -.072 2 0 2 0 2 0 2 0 2 93 2 max 0 4 .028 2 0 4 1.816 2 0 4 .232 6 0 4 94 min -1.301 6 0 4 -.027 2 0 4 -1.816 2 0 4 -.285 6 95 3 max 0 4 0 4 .017 2 1.987 2 0 4 .206 6 0 4 96 min -1.315 6 -.02 6 0 4 0 4 -1.987 2 0 4 -.254 6 97 4 max 0 4 0 4 .062 2 .511 2 0 4 0 4 .102 2 98 min -1.33 6 -.068 6 0 4 0 4 -.511 2 -.083 2 0 4 99 5 max 0 4 0 4 .106 2 0 4 2.611 2 0 4 .762 6 100 min -1.345 6 -.115 6 0 4 -2.611 2 0 4 -.62 6 0 4 101 M17 1 max 0 4 0 4 0 4 0 2 0 2 0 2 0 2 102 min -1.741 6 -.071 6 -.07 2 0 2 0 2 0 2 0 2 103 2 max 0 4 0 4 0 4 .009 2 .066 6 0 4 4.099 2 104 min -1.756 6 -.023 6 -.025 2 -.066 6 -.009 2 -3.333 2 0 4 105 3 max 0 4 .025 2 .019 2 .078 2 0 6 0 4 4.191 2 106 min -1.771 6 0 4 0 4 0 6 -.078 2 -3.408 2 0 4 107 4 max 0 4 .073 2 .064 2 .205 2 0 4 0 4 .276 2 108 min -1.785 6 0 4 0 4 0 4 -.205 2 -.224 2 0 4 109 5 max 0 4 .12 2 .108 2 .52 6 0 4 6.217 2 0 4 110 min -1.8 6 0 4 0 4 0 4 -.52 6 0 4 -7.646 2 RISA-3D Version 14.0.1[S:\...\...\...\...\...\...\...\TMO-15-022-362\ANALYSIS\Parkridge.r3d] Page 10 TECHNOLOGIES Company : Centerline Solutions Designer : Kevin Trautman Job Number : TMO-15-0022-362 Model Name : Parkridge-15215 - SE03999A - Sector Alpha Aug 9, 2016 11:45 AM Checked By. Envelope MSC 14th(360-10): LRFD Steel Code Checks Mem.. Shape Code Check Locfftl LC Shear Ch.. Locfftl Dir LC phi*Pnc Ik1 phi*Pnt Ikl phi*Mn ... phi*Mn ... Cb Eon 1 M1 PIPE.. .857 0 4 .108 1.25 2 57.037 65.205 5.749 5.749 2.12 H1.. 2 M2 PIPE.. .694 0 4 .161 0 4 57.037 65.205 5.749 5.749 2.0.. H1.. 3 M3 L2•5x••• .589 5.292 4 .060 10.253 y 4 17.053 38.556 1.114 2.123 1.7.. H2.. 4 M4 L2.5x... .066 10.253 4 .032 5.292 z 4 17.053 38.556 1.114 2.405 1.4.. H2.. 5 M5 I-2.5x... .079 3.052 2 .027 0 z 4 11.644 38.556 1.114 2.203 1.1.. H2.. 6 M6 I2.5x... .108 3.052 2 .030 0 j 4 11.644 38.556 1.114 2.203 1.1.. H2.. 7 M13 PIPE.. .925 11.5 4 .057 8.026 6 9.81 44.1 2.531 2.531 2.7.. H1.. 8 M14 PIPE.. .246 5.047 4 .065 5.047 4 13.511 32.13 1.872 1.872 4.2.. H1.. 9 M15 PIPE.. .511 8.5 4 .089 8.5 4 13.511 32.13 1.872 1.872 3.4.. H1.. 10 M 16 L2x2x4 .042 8.374 6 .008 8.374 y 6 3.163 30.586 .691 1.372 1.53 H2.. 11 M17 L2x2x4 .056 8.374 6 .009 8.374 y 6 3.163 30.586 .691 1.566 3.12 H2.. RISA-3D Version 14.0.1[S:\...\...\...\...\...\...\...\TMO-15-022-362\ANALYSIS\Parkridge.r3d] Page 11 'CENTERLINE APPENDIX B: Sectors Beta and Gamma Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sectors Beta and Gamm SK - 1 Aug 9, 2016 at 12:20 PM ParkTidge Beta&Gamma.r3d Page 1 11% -.148k Loads: LC 1, TIA-222-G 2.3.2.1 (a) Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sectors Beta and Gamm SK-2 Aug 9, 2016 at 12:20 PM Par cridge Beta&Gamma.r3d Page 2 -.148k Loads: LC 2, TIA-222-G 2.3.2.1 (b) Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sectors Beta and Gamm SK - 3 Aug 9, 2016 at 12:20 PM Parkridge Beta&Gamma.r3d Page 3 Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sectors Beta and Gamm SK-4 Aug 9, 2016 at 12:20 PM Parkridge Beta&Gamma.r3d Page 4 Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sectors Beta and Gamm SK-5 Aug 9, 2016 at 12:21 PM Parkridge Beta&Gamma.r3d Page 5 Member Length (ft) Displayed Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sectors Beta and Gamm SK-6 Aug 9, 2016 at 12:21 PM Parkridge Beta&Gamma.r3d Page 6 D N. Member Code Checks Displayed (Enveloped) Results for LC 2, TIA-222-G 2.3.2.1 (b) Centerline Solutions Kevin Trautman TMO-15-0022-362 Parkridge-15215 - SE03999A - Sectors Beta and Gamm SK-7 Aug 9, 2016 at 12:21 PM Parkridge Beta&Gamma.r3d Page 7 TECHNOLOGIESriefi r, Company Designer Job Number Model Name : Centerline Solutions : Kevin Trautman : TMO-15-0022-362 : Parkridge-15215 - SE03999A - Sectors Beta and Gamm Aug 9, 2016 12:21 PM Checked By. Hot Rolled Steel Section Sets Label Shape T Des kin List Material Design R... A fin21 Ivv [in4] Izz [in4] J [in4 1 2" Std. Pi.. PIPE 2.0 Beam Wide Flange A53 Gr.B Typical 1.02 .627 .627 1.25 2 L2x2x1/4 L2x2x4 Beam Double Angle (3/8 Gap) A36 Gr.36 Typical .944 .346 .346 .021 3 3" Std. Pi.. PIPE 3.0 Column Pipe A53 Gr.B Typical 2.07 2.85 2.85 5.69 4 L2.5x2.5x. L2.5x2.5x4 Column Single Angle A36 Gr.36 Typical 1.19 .692 .692 .026 5 2" Sch. 4... PIPE 2.0X Beam Pipe A53 Gr.B Typical 1.4 .827 .827 1.65 Wood Section Sets Label Shape 6x6 6X6 Envelope Joint Reactions Type Beam Design List Material Design R... A [n21 lyy[in41 Izz[in4] J [in4] None HF Typical 30.25 76.255 76.255 128.871 Joint X Ikl LC LC Z fk LC MX fk-ftl LC MY fk-ftl LC MZ [k- 1 N 1 max .472 4 2.058 4 1.193 4 0 2 0 2 0 2 2 min -.475 6 .481 6 -.339 6 0 2 0 2 0 2 3 N3 max -.034 9 1.399 2 .465 8 0 2 0 2 0 2 4 min -.474 4 .406 8 -.423 2 0 2 0 2 0 2 5 N26 max .518 4 1.69 2 .094 8 0 2 0 2 0 2 6 min .035 9 -1.223 8 -.181 2 0 2 0 2 0 2 7 N28 max .134 6 1.786 4 1.259 4 0 2 0 2 0 2 8 min -.516 4 .393 6 -.234 6 0 2 0 2 0 2 9 N51 max 0 4 -.013 9 .131 2 1.773 4 .08 8 -.019 9 10 min 0 6 -.938 4 -.082 8 -.09 2 -.126 2 -.911 4 11 N52 max 0 6 -.009 9 .127 2 1.562 4 .122 2 .658 4 12 min 0 4 -.676 4 -.114 4 -.069 2 -.11 4 .015 9 13 N53 max 0 9 .043 9 .009 4 .597 4 .021 2 .069 9 14 min 0 4 -.029 8 -.007 2 -.029 2 -.028 4 -.146 8 15 N54 max 0 4 .043 9 .007 4 .611 4 .022 4 .179 8 16 min 0 9 -.039 8 -.006 2 -.023 2 -.02 2 -.069 9 17 N51A max .275 2 -.064 9 .163 2 0 2 0 2 0 2 18 min 0 8 -1.137 2 -.122 8 0 2 0 2 0 2 19 N52A max 0 8 .855 4 .067 8 0 2 0 2 0 2 20 min -.046 6 -.414 6 -.914 6 0 2 0 2 0 2 21 N53A max .06 6 .666 4 .09 8 0 2 0 2 0 2 22 min 0 8 -.625 6 -1.175 6 0 2 0 2 0 2 23 Totals: max 0 4 2.053 2 2.844 8 24 min 0 6 1.54 8 -2.844 6 RISA-3D Version 14.0.1[S:\...\...\...\...\...\...\...\...\ANALYSIS\Parkridge Beta&Gamma.r3d] Page 8 TECHNOLOGIES Company : Centerline Solutions Aug 9, 2016 Designer : Kevin Trautman 12:21 PM Job Number : TMO-15-0022-362 Checked By. Model Name : Park ridge-15215 - SE03999A - Sectors Beta and Gamm Envelope Member Section Stresses Member Sec A>aallksil LC v Shearfksil LC z Shearfksil LC v-Topfksil LC v-Botfksil LC z-Topfksil LC z-Botfksil LC 1 M1 1 max .603 4 .459 6 1.106 4 -.362 9 20.487 4 .633 6 13.591 4 2 min .187 6 -.449 4 -.227 6-20.487 4 .362 9-13.591 4 -.633 6 3 2 max 1.015 2 .459 6 1.1 4 2.863 6 24.765 4 -.15 9 3.076 4 4 min -2.274 4 -.449 4 -.221 6-24.765 4 -2.863 6 -3.076 4 .15 9 5 3 max 1.01 2 .64 4 .307 2 .337 6 6.983 4 .328 8 -.016 9 6 min -2.279 4 -.054 2 -.168 4 -6.983 4 -.337 6 .016 9 -.328 8 7 4 max 1.005 2 .64 4 .313 2 -.097 9 .886 4 3.268 2 1.303 4 8 min -2.284 4 -.054 2 -.173 4 -.886 4 .097 9 -1.303 4 -3.268 2 9 5 max 0 2 0 4 0 4 0 2 0 2 0 2 0 2 10 min 0 2 0 2 0 2 0 2 0 2 0 2 0 2 11 M2 1 max .704 2 .455 4 .289 8 -.685 9 23.706 4 .797 2 3.001 4 12 min -.258 8 .033 9 -.384 2 -23.706 4 .685 9 -3.001 4 -.797 2 13 2 max .699 2 .585 4 -.03 9 1.486 6 19.364 4 2.288 4 2.841 2 14 min -1.273 4 .033 9 -.379 2 -19.364 4 -1.486 6 -2.841 2 -2.288 4 15 3 max .389 2 .585 4 .213 6 .285 2 6.297 4 1.13 8 .462 2 16 min -1.278 4 -.06 2 -.125 4 -6.297 4 -.285 2 -.462 2 -1.13 8 17 4 max .384 2 .585 4 .219 6 -.009 9 .719 4 1.606 6 .089 4 18 min -1.283 4 -.06 2 -.13 4 -.719 4 .009 9 -.089 4 -1.606 6 19 5 max 0 2 0 4 0 4 0 2 0 2 0 2 0 2 20 min 0 2 0 6 0 2 0 2 0 2 0 2 0 2 21 M3 1 max 0 2 0 9 0 9 0 2 0 2 0 2 0 2 22 min 0 2 0 6 0 2 0 2 0 2 0 2 0 2 23 2 max 1.066 2 .301 4 .259 6 2.012 4 1.046 6 .466 8 1.329 2 24 min -.858 4 -.308 6 -.235 4 -1.046 6 -2.012 4 -1.125 2 -.551 8 25 3 max 1.088 2 .01 9 .282 2 10.855 4 10.818 6 7.349 4 7.988 6 26 min -.879 4 -.312 4 .018 9 -10.818 6 -10.856 4 -6.758 6 -8.687 4 27 4 max .736 4 .33 6 .175 4 .443 4 1.09 6 1.135 8 1.174 2 28 min .011 9 -.361 4 -.134 6 -1.09 6 -.443 4 -.993 2 -1.342 8 29 5 max 0 2 0 9 0 6 0 2 0 2 0 2 0 2 30 min 0 2 0 4 0 8 0 2 0 2 0 2 0 2 31 M4 1 max 0 2 0 4 0 9 0 2 0 2 0 2 0 2 32 min 0 2 0 9 0 2 0 2 0 2 0 2 0 2 33 2 max .629 8 .115 4 0 6 1.05 2 2.616 4 .113 9 .527 8 34 min -.278 2 -.011 6 -.049 4 -2.616 4 -1.05 2 -.446 8 -.133 9 35 3 max .607 8 .092 8 .049 6 .507 4 .509 8 -.286 9 1.015 4 36 min -.256 2 -.033 2 -.098 4 -.509 8 -.507 4 -.859 4 .338 9 37 4 max .573 8 .075 8 .028 2 1.3 4 -.075 9 1.704 4 .653 6 38 min -.234 2 -.014 2 -.041 8 .075 9 -1.3 4 -.552 6 -2.014 4 39 5 max 0 2 0 9 0 9 0 2 0 2 0 2 0 2 40 min 0 2 0 4 0 4 0 2 0 2 0 2 0 2 41 M5 1 max 1.135 4 .015 8 .057 6 0 2 0 2 0 2 0 2 42 min -.477 6 -.056 2 -.057 4 0 2 0 2 0 2 02 43 2 max 1.122 4 .008 8 .029 6 .557 8 .87 2 .108 6 .878 4 44 min -.469 6 -.028 2 -.029 4 -.87 2 -.557 8 -.743 4 -.128 6 45 3 max 1.108 4 0 2 0 2 .743 8 1.16 2 .144 6 1.171 4 46 min -.461 6 0 2 0 2 -1.16 2 -.743 8 -.991 4 -.17 6 47 4 max 1.094 4 .028 2 .029 8 .557 8 .87 2 .108 6 .878 4 48 min -.454 6 -.008 8 -.029 2 -.87 2 -.557 8 -.743 4 -.128 6 49 5 max 1.08 4 .056 2 .057 8 0 2 0 2 0 2 02 50 min -.446 6 -.015 8 -.057 2 0 2 0 2 0 2 0 2 51 M6 1 max 1.083 2 .057 2 .015 6 0 2 0 2 0 2 0 2 RISA-3D Version 14.0.1 [S:\...\...\...\...\...\ ..\...\...\ANALYSIS\Parkridge Beta&Gamma.r3d] Page 9 41 Jac, L TECHNOLOGIES Company : Centerline Solutions Designer : Kevin Trautman Job Number : TMO-15-0022-362 Model Name : Parkridge-15215 - SE03999A - Sectors Beta and Gamm Aug 9, 2016 12:21 PM Checked By. Envelope Member Section Stresses (Continued) Member Sec sil LC v Shearfksl LC z Shearfksil LC v-Topfksil LC v-Botfksil LC z-Topfksil LC z-Botfksil LC 52 min -1.162 8 -.057 4 -.056 4 0 2 0 2 0 2 0 2 53 2 max 1.069 2 .029 2 .008 6 .366 2 .053 8 1.13 6 2.087 4 54 min -1.154 8 -.029 4 -.028 4 -.053 8 -.366 2 -1.765 4 -1.336 6 55 3 max 1.055 2 0 2 0 2 .488 2 .071 8 1.507 6 2.782 4 56 min -1.147 8 0 2 0 2 -.071 8 -.488 2 -2.354 4 -1.781 6 57 4 max 1.041 2 .029 8 .028 4 .366 2 .053 8 1.13 6 2.087 4 58 min -1.139 8 -.029 6 -.008 6 -.053 8 -.366 2 -1.765 4 -1.336 6 59 5 max 1.027 2 .057 8 .056 4 0 2 0 2 0 2 0 2 60 min -1.132 8 -.057 6 -.015 6 0 2 0 2 0 2 0 2 61 M 13 1 max .106 4 0 2 .009 4 0 2 0 2 0 2 0 2 62 min .079 8 -.004 4 -.006 2 0 2 0 2 0 2 0 2 63 2 max .118 4 0 2 .19 4 .002 2 .133 4 2.932 4 2.817 2 64 min .088 8 -.004 4 -.186 2 -.133 4 -.002 2 -2.817 2 -2.932 4 65 3 max .129 4 0 2 .382 4 .004 2 .266 4 13.456 4 13.224 2 66 min .097 8 -.004 4 -.379 2 -.266 4 -.004 2 -13.224 2 -13.456 4 67 4 max 3.633 4 0 2 .119 2 .423 8 .064 9 .935 4 2.553 2 68 min -.994 6 -.257 4 -.059 8 -.064 9 -.423 8 -2.553 2 -.935 4 69 5 max 3.645 4 0 2 .1 2 .084 2 8.522 4 1.258 6 .778 8 70 min -.985 6 -.257 4 -.04 8 -8.522 4 -.084 2 -.778 8 -1.258 6 71 M14 1 max .112 2 .001 2 .007 4 0 2 0 2 0 2 0 2 72 min .084 8 -.005 4 -.003 2 0 2 0 2 0 2 0 2 73 2 max .121 2 .001 2 .141 4 .031 2 .118 4 1.822 4 1.73 2 74 min .091 8 -.005 4 -.137 2 -.118 4 -.031 2 -1.73 2 -1.822 4 75 3 max .129 2 .001 2 .275 4 .061 2 .237 4 6.961 4 6.777 2 76 min .097 8 -.005 4 -.272 2 -.237 4 -.061 2 -6.777 2 -6.961 4 77 4 max -.008 8 .101 4 .182 6 1.233 6 1.565 4 3.928 4 2.587 6 78 min -.031 2 -.052 6 -.191 4 -1.565 4 -1.233 6 -2.587 6 -3.928 4 79 5 max -.001 8 .101 4 .052 6 .939 8 .063 2 1.132 4 .022 6 80 min -.022 2 -.052 6 -.062 4 -.063 2 -.939 8 -.022 6 -1.132 4 81 M15 1 max .13 2 0 6 .005 4 0 2 0 2 0 2 0 2 82 min .097 8 -.004 4 -.002 2 0 2 0 2 0 2 0 2 83 2 max .138 2 0 6 .148 4 -.001 6 .095 4 1.8 4 1.713 2 84 min .104 8 -.004 4 -.145 2 -.095 4 .001 6 -1.713 2 -1.8 4 85 3 max .147 2 0 6 .41 4 -.003 6 .19 4 8.872 4 8.699 2 86 min .11 8 -.004 4 -.406 2 -.19 4 .003 6 -8.699 2 -8.872 4 87 4 max 2.885 4 .046 2 .15 6 -.023 9 1.508 4 .037 9 .439 6 88 min -.156 6 -.288 4 -.113 4 -1.508 4 .023 9 -.439 6 -.037 9 89 5 max 2.894 4 .046 2 .021 6 .982 2 8.628 4 1.357 6 1.279 4 90 min -.149 6 -.288 4 -.002 9 -8.628 4 -.982 2 -1.279 4 -1.357 6 91 M18 1 max .739 2 -.034 9 .252 8 28.662 4 -.755 9 -.085 9 5.898 4 92 min -.235 8 -.498 4 -.212 2 .755 9 -28.662 4 -5.898 4 .085 9 93 2 max 1.027 2 -.034 9 -.032 9 23.912 4 2.609 2 -.39 9 3.615 4 94 min -2.283 4 -.667 4 -.206 2 -2.609 2 -23.912 4 -3.615 4 .39 9 95 3 max 1.022 2 .085 2 .371 2 6.388 4 -.091 2 .523 6 .217 4 96 min -2.288 4 -.667 4 -.204 4 .091 2 -6.388 4 -.217 4 -.523 6 97 4 max 1.017 2 .085 2 .377 2 .9 2 -.01 9 4.087 2 2.189 4 98 min -2.293 4 -.667 4 -.21 4 .01 9 -.9 2 -2.189 4 -4.087 2 99 5 max 0 2 0 6 0 4 0 2 0 2 0 2 0 2 100 min 0 2 0 4 0 2 0 2 0 2 0 2 0 2 101 M19 1 max .574 4 .494 4 1.142 4 14.796 4 -.282 9 .411 6 11.414 4 102 min .163 6 -.13 6 -.128 6 .282 9 -14.796 4 -11.414 4 -.411 6 103 2 max .41 2 .494 4 1.136 4 19.502 4 .796 6 1.92 8 1.176 6 RISA-3D Version 14.0.1[S:\...\...\...\...\...\...\...\...\ANALYSIS\Parkridge Beta&Gamma.r3d] Page 10 TECHNOLOGIES Company : Centerline Solutions Designer : Kevin Trautman Job Number : TMO-15-0022-362 Model Name : Parkridge-15215 - SE03999A - Sectors Beta and Gamm Aug 9, 2016 12:21 PM Checked By. Envelope Member Section Stresses (Continued) Member Sec sil LC y Shearfksil LC z Shearfksil LC y-Topfksil LC y-Botfksil LC z-Topfksil LC z-Botfksil LC 104 min -1.28 4 -.13 6 -.123 6 -.796 6 -19.502 4 -1.176 6 -1.92 8 105 3 max .405 2 -.002 2 .11 6 6.765 4 .292 6 1.513 4 .155 6 106 min -1.285 4 -.516 4 -.046 8 -.292 6 -6.765 4 -.155 6 -1.513 4 107 4 max .4 2 -.002 2 .115 6 1.845 4 .33 6 1.055 4 -.037 9 108 min -1.29 4 -.516 4 -.052 8 -.33 6 -1.845 4 .037 9 -1.055 4 109 5 max 0 2 0 2 0 4 0 2 0 2 0 2 0 2 110 min 0 2 0 4 0 2 0 2 0 2 0 2 0 2 111 M20 1 max 0 2 0 6 0 9 0 2 0 2 0 2 0 2 112 min 0 2 0 9 0 2 0 2 0 2 0 2 0 2 113 2 max .938 4 .301 4 .101 6 1.812 4 1.478 6 1.297 8 .72 2 114 min .011 9 -.327 6 -.11 4 -1.478 6 -1.812 4 -.609 2 -1.534 8 115 3 max .96 4 .257 6 .21 8 11.27 4 10.561 6 7.678 4 8.81 6 116 min .011 9 -.31 4 -.248 2 -10.561 6 -11.27 4 -7.453 6 -9.076 4 117 4 max .657 6 .307 6 .232 4 1.434 4 1.412 6 -.141 9 .914 2 118 min -.591 4 -.36 4 -.225 6 -1.412 6 -1.434 4 -.774 2 .167 9 119 5 max 0 2 0 4 0 2 0 2 0 2 0 2 0 2 120 min 0 2 0 9 0 4 0 2 0 2 0 2 0 2 121 M21 1 max 0 2 0 4 0 4 0 2 0 2 0 2 0 2 122 min 0 2 0 6 0 9 0 2 0 2 0 2 0 2 123 2 max .389 8 .01 9 .057 8 .902 4 -.07 9 1.707 4 .473 6 124 min -.09 9 -.07 8 -.027 2 .07 9 -.902 4 -.4 6 -2.017 4 125 3 max .437 8 .034 2 .115 4 1.22 4 -.218 9 .498 8 1.08 2 126 min -.09 9 -.109 8 -.047 6 .218 9 -1.22 4 -.914 2 -.588 8 127 4 max .459 8 .012 6 .065 4 1.006 2 2.498 4 .111 9 .777 8 128 min -.09 9 -.132 4 .003 6 -2.498 4 -1.006 2 -.657 8 -.131 9 129 5 max 0 2 0 9 0 2 0 2 0 2 0 2 0 2 130 min 0 2 0 4 0 9 0 2 0 2 0 2 0 2 131 M22 1 max .832 2 .015 6 .057 2 0 2 0 2 0 2 0 2 132 min -1.097 8 -.056 4 -.057 8 0 2 0 2 0 2 0 2 133 2 max .819 2 .008 6 .029 2 .053 8 .366 2 1.13 6 2.087 4 134 min -1.089 8 -.028 4 -.029 8 -.366 2 -.053 8 -1.765 4 -1.336 6 135 3 max .805 2 0 2 0 2 .071 8 .488 2 1.507 6 2.782 4 136 min -1.081 8 0 2 0 2 -.488 2 -.071 8 -2.354 4 -1.781 6 137 4 max .791 2 .028 4 .029 4 .053 8 .366 2 1.13 6 2.087 4 138 min -1.074 8 -.008 6 -.029 6 -.366 2 -.053 8 -1.765 4 -1.336 6 1 139 5 max .777 2 .056 4 .057 4 0 2 0 2 0 2 0 2 140 min -1.066 8 -.015 6 -.057 6 0 2 0 2 0 2 0 2 141 M23 1 max 1.104 4 .057 2 .015 8 0 2 0 2 0 2 0 2 142 min -.266 6 -.057 4 -.056 2 0 2 0 2 0 2 0 2 143 2 max 1.09 4 .029 2 .008 8 .87 2 .557 8 .108 6 .878 4 144 min -.258 6 -.029 4 -.028 2 -.557 8 -.87 2 -.743 4 -.128 6 145 3 max 1.077 4 0 2 0 2 1.16 2 .743 8 .144 6 1.171 4 146 min -.251 6 0 2 0 2 -.743 8 -1.16 2 -.991 4 -.17 6 147 4 max 1.063 4 .029 8 .028 2 .87 2 .557 8 .108 6 .878 4 148 min -.243 6 -.029 6 -.008 8 -.557 8 -.87 2 -.743 4 -.128 6 149 5 max 1.049 4 .057 8 .056 2 0 2 0 2 0 2 0 2 150 min -.235 6 -.057 6 -.015 8 0 2 0 2 0 2 0 2 151 M30 1 max .106 4 .004 4 .009 4 0 2 0 2 0 2 0 2 152 min .079 8 0 6 -.006 2 0 2 0 2 0 2 0 2 153 2 max .118 4 .004 4 .19 4 .134 4 -.003 6 2.94 4 2.817 2 154 min .088 8 0 6 -.186 2 .003 6 -.134 4 -2.817 2 -2.94 4 155 3 max .129 4 .004 4 .383 4 .268 4 -.005 6 13.471 4 13.224 2 RISA-3D Version 14.0.1[S:\...\...\...\...\...\...\...\...\ANALYSIS\Parkridge Beta&Gamma.r3d] Page 11 r rj Jd JJ�� TECHNOLOGIES Company : Centerline Solutions Designer : Kevin Trautman Job Number : TMO-15-0022-362 Model Name : Parkridge-15215 - SE03999A - Sectors Beta and Gamm Aug 9, 2016 12:21 PM Checked By. Envelope Member Section Stresses (Continued) Member Sec Abal(ksil LC y Shear[ksil LC z Shear[ksil LC v-Top[ksil LC v-Botfksil LC z-TooFksil LC z-Botfksil LC 156 min .097 8 0 6 -.379 j 2 .005 6 -.268 4-13.224 2-13.471 4 157 4 max 3.599 4 .303 4 .186 2 .995 2 1.504 4 2.077 4 3.773 2 158 min -.873 6 -.052 2 -.109 4 -1.504 4 -.995 2 -3.773 2 -2.077 4 159 5 max 3.61 4 .303 4 .167 2 9.02 4 .827 2 2.368 2 1.367 4 160 min -.864 6 -.052 2 -.09 4 -.827 2 -9.02 4 -1.367 4 -2.368 2 161 M31 1 max .112 2 .005 4 .007 4 0 2 0 2 0 2 0 2 162 min .084 8 -.001 2 -.003 2 0 2 0 2 0 2 0 2 163 2 max .121 2 .005 4 .141 4 .116 4 .031 2 1.82 4 1.73 2 164 min .091 8 -.001 2 -.137 2 -.031 2 -.116 4 -1.73 2 -1.82 4 165 3 max .129 2 .005 4 .275 4 .233 4 .062 2 6.957 4 6.778 2 166 min .097 8 -.001 2 -.272 2 -.062 2 -.233 4 -6.778 2 -6.957 4 167 4 max .004 8 .048 6 .185 6 1.606 4 1.215 6 3.789 4 2.539 6 168 min -.039 2 -.126 4 -.166 4 -1.215 6 -1.606 4 -2.539 6 -3.789 4 169 5 max .01 8 .048 6 .055 6 .037 9 1.501 4 1.609 4 -.075 9 170 min -.03 2 -.126 4 -.037 4 -1.501 4 -.037 9 .075 9 -1.609 4 171 M32 1 max .13 2 .004 4 .005 4 0 2 0 2 0 2 0 2 172 min .097 8 0 2 -.002 2 0 2 0 2 0 2 0 2 173 2 max .138 2 .004 4 .148 4 .09 4 .002 2 1.788 4 1.714 2 174 min .104 8 0 2 -.145 2 -.002 2 -.09 4 -1.714 2 -1.788 4 175 3 max .147 2 .004 4 .409 4 .18 4 .004 2 8.848 4 8.7 2 176 min .11 8 0 2 -.406 2 -.004 2 -.18 4 -8.7 2 -8.848 4 177 4 max 2.928 4 .205 4 .06 6 2.371 4 .321 6 .02 6 1.268 4 178 min -.33 6 .002 9 -.025 8 -.321 6 -2.371 4 -1.268 4 -.02 6 179 5 max 2.937 4 .205 4 .105 4 7.419 4 -.121 9 .056 4 .418 2 180 min -.324 6 .002 9 -.069 2 .121 9 -7.419 4 -.418 2 -.056 4 181 M33 1 max 0 4 0 4 0 4 0 2 0 2 0 2 0 2 182 min -.861 6 -.025 2 -.001 2 0 2 0 2 0 2 0 2 183 2 max 0 4 0 4 0 4 0 4 .283 2 0 4 .802 2 184 min -.857 6 -.008 2 -.001 2 -.283 2 0 4 -.652 2 0 4 185 3 max 0 4 .009 2 0 4 0 4 .243 2 0 4 .82 2 186 min -.854 6 0 4 -.001 2 -.243 2 0 4 -.667 2 0 4 187 4 max 0 4 .027 2 0 4 .118 2 0 4 0 4 .055 2 188 min -.85 6 0 4 -.001 2 0 4 -.118 2 -.045 2 0 4 189 5 max 0 4 .044 2 0 4 .801 2 0 4 1.214 2 0 4 190 min -.846 6 0 4 -.001 2 0 4 -.801 2 0 4 -1.493 2 191 M34 1 max 0 4 0 4 0 2 0 2 0 2 0 2 0 2 192 min -1.205 6 -.026 2 0 4 0 2 0 2 0 2 0 2 193 2 max 0 4 0 4 0 2 0 4 .332 2 0 4 .768 2 194 min -1.201 6 -.009 2 0 4 -.332 2 0 4 -.624 2 0 4 195 3 max 0 4 .009 2 0 2 0 4 .343 2 0 4 .75 2 196 min -1.198 6 0 4 0 4 -.343 2 0 4 -.61 2 0 4 197 4 max 0 4 .026 2 0 2 0 4 .03 2 .042 2 0 4 198 min -1.194 6 0 4 0 4 -.03 2 0 4 0 4 -.051 2 199 5 max 0 4 .043 2 0 2 .604 2 0 4 1.332 2 0 4 200 min -1.19 6 0 4 0 4 0 4 -.604 2 0 4 -1.638 2 201 M35A 1 max 0 4 .002 2 0 4 0 2 0 2 0 2 0 2 202 min -1.384 6 0 4 -.028 2 0 2 0 2 0 2 0 2 203 2 max 0 4 .002 2 0 4 .399 2 0 4 0 4 .793 2 204 min -1.38 6 0 4 -.012 2 0 4 -.399 2 -.645 2 0 4 205 3 max 0 4 .002 2 .005 2 .5 2 0 4 0 4 .863 2 206 min -1.377 6 0 4 0 4 0 4 -.5 2 -.701 2 0 4 207 4 max 0 4 .002 2 .021 2 .304 2 0 4 0 4 .208 2 RISA-3D Version 14.0.1[S:\...\...\...\...\...\...\...\...\ANALYSIS\Parkridge Beta&Gamma.r3d] Page 12 r Company : Centerline Solutions l'Arr r Designer : Kevin Trautman �P, ^ Job Number : TMO-15-0022-362 TECHNOLOGIES Model Name : Parkridge-15215 - SE03999A - Sectors Beta and Gamm Aug 9, 2016 12:21 PM Checked By. Envelope Member Section Stresses (Continued) Member Sec Axial(ksil LC y Shearfksil LC z Shearfksil LC y-Topfksil LC y-Botfksil LC z-Topfksil LC z-Botfksil LC 208 min -1.373 6 0 4 0 4 0 4 -.304 2 -.169 2 0 4 209 5 max 0 4 .002 2 .037 2 0 4 .189 2 .951 2 0 4 210 min -1.369 6 0 4 0 4 -.189 2 0 4 0 4 -1.17 2 211 M36A 1 max 0 4 .003 2 0 4 0 2 0 2 0 2 0 2 212 min -1.025 6 0 4 -.029 2 0 2 0 2 0 2 0 2 213 2 max 0 4 .003 2 0 4 .429 2 0 4 0 4 .781 2 214 min -1.022 6 0 4 -.012 2 0 4 -.429 2 -.635 2 0 4 215 3 max 0 4 .003 2 .004 2 .56 2 0 4 0 4 .838 2 216 min -1.018 6 0 4 0 4 0 4 -.56 2 -.682 2 0 4 217 4 max 0 4 .003 2 .02 2 .395 2 0 4 0 4 .172 2 218 min -1.015 6 0 4 0 4 0 4 -.395 2 -.14 2 0 4 219 5 max 0 4 .003 2 .037 2 .027 6 .068 2 .991 2 0 4 220 min -1.011 6 0 4 0 4 -.068 2 -.027 6 0 4 -1.218 2 Envelope AISC 14th(360-10): LRFD Steel Code Checks Mem.. Shape Code Check Locfftl LC Shear Ch.. Locfftl Dir LC phi*Pnc [kl phi*Pnt fkl phi*Mn ...phi*Mn ... Cb Ean 1 M1 PIPE.. .625 1.25 4 .125 1.25 4 57.037 65.205 5.749 5.749 1.8.. H1.. 2 M2 PIPE.. .568 0 4 .122 1.25 4 57.037 65.205 5.749 5.749 2.0.. H1.. 3 M3 L2.5x... .485 5.292 4 .038 10.253 y 4 17.053 38.556 1.114 2.136 1.7.. H2.. 4 M4 L2.5x... .238 .331 4 .020 5.292 z 4 17.053 38.556 1.114 2.537 2.3.. H2.. 5 M5 L2.5x... .154 2.924 4 .018 0 z 4 11.644 38.556 1.114 2.203 1.1.. H2.. 6 M6 I-2.5x... .154 2.988 2 .021 0 j 4 11.644 38.556 1.114 2.203 1.1...H2.. 7 M13 PIPE.. .694 11.5 4 .056 8.026 4 9.81 44.1 2.531 2.531 4.4...H1.. 8 M14 PIPE.. .226 4.958 4 .021 5.047 6 13.511 32.13 1.872 1.872 2.83 H1.. 9 M15 PIPE.. .400 8.5 4 .055 5.047 4 13.511 32.13 1.872 1.872 3.9.. H1.. 10 M18 PIPE.. .694 0 4 .101 1.25 4 57.037 65.205 5.749 5.749 2.12 H1.. 11 M19 PIPE.. .483 1.25 4 .143 1.25 4 57.037 65.205 5.749 5.749 1.7...H1.. 12 M20 L2.5x. .546 5.292 4 .040 10.253 y 4 17.053 38.556 1.114 2.122 1.6.. H2.. 13 M21 L2.5x... .240 10.253 4 .025 10.253 y 4 17.053 38.556 1.114 2.537 2.3.. H2.. 14 M22 1.2.5x... .128 2.988 2 .020 6.103 z 4 11.644 38.556 1.114 2.203 1.1.. H2.. 15 M23 I-2.5x... .151 2.924 4 .019 0 y 4 11.644 38.556 1.114 2.203 1.1.. H2.. 16 M30 PIPE.. .701 11.5 4 .038 8.026 6 9.81 44.1 2.531 2.531 3.9.. H1.. 17 M31 PIPE.. .226 4.958 4 .054 5.047 4 13.511 32.13 1.872 1.872 2.9.. H1.. 18 M32 PIPE.. .376 8.5 4 .065 8.5 4 13.511 32.13 1.872 1.872 3.48 H1.. 19 M33 L2x2x4 .027 0 6 .004 8.811 y 2 2.857 30.586 .691 1.492 2.4.. H2.. 20 M34 L2x2x4 .037 0 6 .005 8.817 y 2 2.853 30.586 .691 1.438 1.9.. H2.. 21 M35A L2x2x4 .043 0 6 .003 8.528 z 2 3.05 30.586 .691 1.268 1.1.. H2.. 22 M36A L2x2x4 .032 0 6 .003 8.527 z 2 3.05 30.586 .691 1.26 1.1.. H2.. RISA-3D Version 14.0.1[S:\...\...\...\...\...\...\...\...\ANALYSIS\Parkridge Beta&Gamma.r3d] Page 13 `'CENTERLINE APPENDIX C: Roof Truss Check r 4WSPEC RedSpecTM by RedBuiltTM v7.1.4 Project: Location: Folder: Date: Designer: Comment: Project SE03999A Parkridge Folder 8/16/16 4:51 PM Type: Type Design control at critical component This truss design is NOT feasible. All op Actual truss capacity when fabricated is limited to capacity of existing trusses. DEFLECTIONS (in) % Design Allow. Span Live 70% 0.557 0.800 Span Total 90% 1.077 1.200 SUPPORTS Live Reaction (Ib) (DOL%/o) Dead Reaction (Ib) Total Reaction (Ib) (DOL%) Bearing Support Bearing Clip Approx. Clip Height Approx. Clip Width Assumed Bearing Width 18" Red -LT" @ 48" o.c. OVERLOADED Within acceptable overstress; truss "OK" ontact your RedRuiltTM technical representative for assistance. es are custom designed to carry the specific design loads for each project. that required to resist the specific loads. Do not use this analysis to verify the Design L/ 517 L / 267 Support 1 Support 2 1229 (115) 1229 (115) 997 998 2227 (115) 2227 (115) Top Chord Top Chord Wall Wall 6" No -Notch 6" No -Notch Clip Clip 1.5" 1.5" 7.1875" 7.1875" 3.5" 3.5" Allow. L / 360 L / 240 Pass/Fail PASS PASS SPANS AND LOADS Dimensions represent horizontal clear span. Member Slope: 0/12 A APPLICATION LOADS Type Units DOL Uniform psf Snow(115%) 25 ADDITIONAL LOADS Type Units DOL Point Ib Floor(100%) Point Ib Floor(100%) Point Ib Wind(160%) Point Ib Wind(160%) Live Live 0 0 474 -474 Dead 15 Dead 260 260 0 0 24'- 0.0" Partition 0 Location from left 14'-6.0" 9'-6.0" 14'-6.0" Tributary Member Type 48" Snow Roof Joist Application Comment Adds To Adds To Adds To Adds To NOTES • Building code and design methodology: 2015 IBC ASD (US). • No repetitive member increase applied in design. • Truss design includes consideration for partial span application live load. • Continuous lateral support required at top edge. Lateral support at bottom edge shall be per RedBuilt recommendations. • Pricing Load (plf) = 181 • Pricing Index (plf) = 202 C:\Users\CLSuser\Documents\RedSpec\Projectl.red 8/16/2016 4:51:41 PM Project : Folder : Type Page 1 of 1 The products noted are intended for interior, untreated, non -corrosive applications with normal temperatures and dry conditions of use, and must be installed in accordance with local building code requirements and RedBuiltT" recommendations. The loads, spans, and spacing have been provided by others and must be approved for the specific application by the design professional for the project. Unless otherwise noted, this output has not been reviewed by a RedBuiltT" associate. PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. RedBuiltT", RedSpecm", Red -IT", Red-I45T", Red-I45LT", Red-I58T", Red-I65T", Red-I65TT", Red-I90T", Red-I901-T", Red-I9OHST", Red -LT", Red-LTT", Red- WT", Red-ST", Red -MT", Red -HT", RedLamT", FloorChoice&" are trademarks of RedBuilt LLC, Boise ID, USA. Copyright © 2010-2016 RedBuilt LLC. All rights reserved. Cl/1(�1TNRIDGE� 1 JL 1 15215 52ND AVE S TUKWILA, WA 98188 SITE ID: SE03999A CONSTRUCTION DRAWINGS PROJECT SUMMARY THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: 1. PROPOSED MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. MODIFICATIONS TO STRUCTURE INCLUDE: • REMOVAL OF (3) EXISTING PANEL ANTENNAS ADDITION OF (3) NEW PANEL ANTENNAS ` ADDITION OF (3) NEW FRBG (REMOTE RADIO UNITS & CABLING) MODIFICATIONS TO GROUND EQUIPMENT INCLUDE: ` ADDITION OF (1) NEW FBBC (BASEBAND MODULE) ` ADDITION OF (1) NEW FBBA (BASEBAND MODULE) PROJECT VICINITY & AERIAL MAPS DRIVING DIRECTIONS FROM T-MOBILE BOTHELL OFFICE: 1. GET ON 1-405 S FROM NORTH CREEK PKWY AND NE 195TH ST (0.8 MI) 2. MERGE ONTO 1-405 S (12.6 MI) 3. KEEP LEFT TO STAY ON 1-405 S (11.2 MI) 4. KEEP LEFT AT THE FORK TO CONTINUE TOWARD SOUTHCENTER BLVD (269 FT) 5. TURN LEFT ONTO SOUTHCENTER BLVD (0.2 MI) 6. TURN RIGHT ONTO 52ND AVE S (407 FT) 7. DESTINATION WILL BE ON THE LEFT ESTIMATED DISTANCE: ESTIMATED TIME: 25.3 MILES 33 MINUTES SITE INFORMATION SITE NAME: SITE ID: SITE ADDRESS: ALPHA LATITUDE: ALPHA LONGITUDE: BETA LATITUDE: BETA LONGITUDE: GAMMA LATITUDE: GAMMA LONGITUDE: SOURCE: PARCEL NUMBER: ZONING CLASSIFICATION: JURISDICTION: TOP OF (E) PARAPET: (E) HIGHEST FIXED STRUCTURE: OCCUPANCY GROUP: n • PARKRIDGE-15215 SE03999A 15215 52ND AVE S TUKWILA, WA 98188 47.466389° N (47° 27' 59" N) -122.269556° W (122° 16' 10.4" W) 47.466111°N(47°27'58"N) -122.269639° W (122° 16'10.7" W) 47.466111° N (47° 27' 50" N) -122.269694° W (122° 16' 10.9" W) 1-A CERTIFICATION 1157200017 0 CITY OF TUKWILA 27.1' AGL 40.2' AGL U IBC-2012, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS NEC-2008, NATIONAL ELECTRICAL CODE ADA COMPLIANCE INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. PROJECT CONTACTS APPUCANT T-MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PROPERTY OWNER ANTEZANA INVESTMENTS LLC 5200 SOUTHCENTER BLVD TUKWILA, WA 98188 PROGRAM MANAGER CENTERLINE SOLUTIONS 8218 154TH AVE NE REDMOND, WA 98052 RICK YOUNG PH: 425.954.8613 SITE ACQUISITION CONSULTANT CENTERLINE SOLUTIONS 8210 154TH AVENUE NE, SUITE 120 REDMOND, WA 98052 RICK STOCKMANN PH: 425.412.7435 EXT. #2005 ZONING & PERMITTING CONSULTANT CENTERLINE SOLUTIONS 8210 154TH AVENUE NE, SUITE 120 REDMOND, WA 98052 RICK STOCKMANN PH: 425.412.7435 EXT. #2005 CONSTRUCTION MANAGER CENTERLINE SOLUTIONS 8210 154TH AVENUE NE, SUITE 120 REDMOND, WA 98052 TODD GERRISH PH: 425.533.2668 RF ENGINEER T-MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 DARRYL SALK PH: 425.770.0006 ENGINEER OF RECORD CENTERLINE SOLUTIONS 16360 TABLE MOUNTAIN PARKWAY GOLDEN, CO 80403 KHRISTOPHER SCOTT, P.E., LEED AP PH: 303.993.3293 DRAWING INDEX SHEET T1.0 GN1.0 A1.0 A2.0 A3.0 A4.0 A5.0 A6.0 RF1.0 DESCRIPTION TITLE SHEET GENERAL NOTES OVERALL SITE PLAN ENLARGED EQUIPMENT PLAN ELEVATIONS ANTENNA DETAILS & PLANS ANTENNA & EQUIPMENT DETAILS CONSTRUCTION DETAILS RF DETAILS F-.._-'..J-� ° SEP 2 8 2016 Community Development Know what's below. Cali before you dig. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T-MOBILE SERVICES IS STRICTLY PROHIBITED. SIGN OFF OF FINAL CONSTRUCTION DRAWINGS REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED CONSULTANT SIGNATURE DATE SITE ACQUISITION PERMITTING CONSULTANT RF ENGINEER: CONST. MNGR. OPS MNGR. PROJECT MNGR. REGULATORY REV. DEV. MNGR. IT • •Mobile 'CENTERLINE A AiWrair HofW '��e Ifip vS'ONAL 08/18/2016 41, AI464. 11, r" 0a IA ' CP PROJECT NO.: TMO-15-0022-362 PRELIMINARY NO. DATE D/C DESCRIPTION 0 06-08-16 CUCL 90% CD REVIEW 1 06-28-16 MS/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 08-18-16 MS/MS BP SUBMITTAL SITE NAME: PARKRIDGE-15215 SITE ID: SE03999A SITE ADDRESS: 15215 52ND AVE S TUKWILA, WA 98188 SHEET TITLE TITLE SHEET SHEET NO. T1.0 GENERAL NOTES 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR LANDLORD. 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. 18. ALL ELEMENTS OF EXISITNG STRUCTURE TO REMAIN INDISTURBED, UNO. EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION, FREE OF DAMAGE OR DETEREORATION. CONTRACTOR TO VERIFY ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY FOR IF ANY DAMAGE, DETEREORATION, OR DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. SPECIAL INSPECTION 1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS. STRUCTURAL NOTES GENERAL STRUCTURAL NOTES: 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T-MOBILE OR THE ARCHITECT/ENGINEER. 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. STANDARD STRUCTURAL STEEL NOTES: 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A123-A123M-02 UNLESS NOTED OTHERWISE. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE B. 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 14TH EDITION. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A325 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY -HEX NUTS AND STANDARD CUT WASHERS. 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA GALVANIZED ASTM A307 BOLTS U.N.O. 6. ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B. SPECIAL INSPECTION: 1. A. B. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CODE FOR THE FOLLOWING ITEMS: CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICC REPORT. PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS (A325). DKAVVING ABBREVIATIONS IONS AFF ABOVE FINISH FLOOR LF LINEAR FEET AGL ABOVE GRADE LEVEL MAX MAXIMUM AWG AMERICAN WIRE GAUGE MECH MECHANICAL AC AIR CONDITIONING MFR MANUFACTURER ADJ ADJUSTABLE MGR MANAGER APPROX APPROXIMATELY MIN MINIMUM AZ AZIMUTH MISC MISCELLANEOUS BLDG BUILDING MTL METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) CAB CABINET MW MICROWAVE CL CENTERLINE NEC NATIONAL ELECTRICAL CODE CLG CEILING NIC NOT IN CONTRACT CLR CLEAR NTS NOT TO SCALE CO COPPER N/A NOT APPLICABLE CONC CONCRETE OC ON CENTER COND CONDUIT OD OUTSIDE DIAMETER CONST CONSTRUCTION OP OVERHEAD POWER CONT CONTINUOUS OT OVERHEAD FIBER CPM CASCADIA PM OPP OPPOSITE D/C DRAFTER/CHECKER PL PROPERTY LINE DEMO DEMOLISH PLYWD PLYWOOD DIA DIAMETER PM PROJECT MANAGER DIM DIMENSION PROJ PROJECT DN DOWN PROP PROPERTY DTL DETAIL PT PRESSURE TREATED DWG DRAWING RO ROUGH OPENING EA EACH ROW RIGHT OF WAY ELECT ELECTRICAL RRU REMOTE RADIO UNIT ELEV ELEVATION REQ REQUIRED EQ EQUAL SBTC SOLID BARE TINNED COPPER EQUIP EQUIPMENT SF SQUARE FEET EXT EXTERIOR SHT SHEET FIN FINISH SPEC SPECIFICATION FLR FLOOR SO SQUARE FT FOOT, FEET SS STAINLESS STEEL GA GAUGE STL STEEL GALV GALVANIZED STRUCT STRUCTURE, STRUCTURAL GC GENERAL CONTRACTOR TOC TOP OF CONCRETE GWB GYPSUM WALL BOARD TOM TOP OF MASONRY GR GRADE THRU THROUGH GRND GROUND TNND TINNED HVAC HEATING, VENTING 8 AIR CONDITIONING UBC UNIFORM BUILDING CODE HORIZ HORIZONTAL UG UNDERGROUND HT HEIGHT UNO UNLESS NOTED OTHERWISE IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER ID INSIDE DIAMETER OF UNDERGROUND FIBER IN INCH VIF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL INT INTERIOR WP WATERPROOF JBOX JUNCTION BOX W/ NTH LB(S) "POUND(S) fillipatailb W/O WITHOUT I T • -Mobile.] 'CENTERLINE Ao►rdp Skim s N;01613 CP PROJECT NO.: TMO-15-0022-362 PREUMINARY NO. DATE D/C DESCRIPTION 0 06-08-16 CUCL 90% CD REVIEW 1 06-28-16 MS/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 08-18-16 MS/MS BP SUBMITTAL SITE NAME: PARKRIDGE-15215 SITE ID: SE03999A SITE ADDRESS: 15215 52ND AVE S TUKWILA, WA 98188 SHEET TITLE GENERAL NOTES SHEET NO. GN1.0 (E) ADJACENT PROPERTY LINE (TYP) (E) BUILDING (TYP) T-MOBILE PROJECT AREA SEE SHEETA4.0 PARCEL #: 1157200017 ZONING: 0 (E) ROOFTOP EQUIP. (TYP) T-MOBILE PROJECT AREA SEE SHEET A4.0 T-MOBILE PROJECT AREA SEE SHEET A2.0 (E) SUBJECT—\............ PROPERTY LINE (TYP) OVERALL SITE PLAN (E) ROOF HATCH INGRESS/EGRESS FROM 52ND AVE S (E) OTHER CARRIER EQUIP. (TYP) I r in A%A/IAIP' 1 1"-n rw Ir.. LJr r VVII' LCVCIVLJ .....+* + + .......... — w ..�... SUBJECT PROPERTY LINE — — ADJACENT PROPERTY LINE COAX COAX ROUTE HYBRID HYBRID CABLE ROUTE a x a EXISTING FENCE eELEVATION MARKER X DETAIL REFERENCE XX. Ali SECTION MARKER COMMON ABBREVIATIONS (E) EXISTING (N) NEW ABBREVIATIONS CONTINUED (TYP) TYPICAL ON SHEET GN1.0 NOTE: SITE PLAN DERIVED FROM; EXISTING DRAWINGS, GIS, AERIAL IMAGES AND SITE PHOTOS. CALE: 1" = 30' 11X17) 0' 15' 30' 60' <>CENTERLIN-E *lardy *Pair; No'bscOs • SE' 2 8 2015 Comnu:-: y Deveiopm-- -+ 08/18/2016 CP PROJECT NO.: TMO-15-0022-362 I NO. 0 NO. 0 DATE 06-08-16 06-28-16 DATE 08-18-16 PRELIMINARY D/C CUCL MS/MS DESCRIPTION 90% CD REVIEW CLIENT COMMENT SUBMITTAL D/C MS/MS DESCRIPTION BP SUBMITTAL • SITE NAME: PARKRIDGE-15215 SITE ID: SE03999A SITE ADDRESS: 15215 52ND AVE S TUKWILA, WA 98188 SHEET TITLE OVERALL SITE PLAN SHEET NO. A1.0 (E) T-MOBILE COVP AT EQUIP. TO REMAIN (E) T-MOBILE ULTRASITE CABINET (TYP. OF 2) TO REMAIN (E) T-MOBILE EQUIPMENT WITHIN CABINET: SEE 1/A4.0 (E) T-MOBILE PURCELL CABINET TO REMAIN (E) T-MOBILE STACK TO REMAIN 1 (E) T-MOBILE UTILITY CABINET TO REMAIN 15,9" 1I 1 T • -Mobile.] 1 (E) ENLARGED EQUIPMENT PLAN SCALE: 3/8"= 1'-0" (11X17) SCALE: 3/4" = 1-0" (22)(34) 0' 13' 5' • MI II (E) T-MOBILE COVP AT EQUIP. TO REMAIN (E) T-MOBILE ULTRASITE CABINET (TYP. OF 2) TO REMAIN (E) T-MOBILE EQUIPMENT WITHIN CABINET: SEE 1/A4.0 (N) T-MOBILE EQUIPMENT TO BE ADDED TO CABINET: (1) FBBC (1) FBBA l i I • m-9 i , i ii , � • i , • • (E) T-MOBILE PURCELL CABINET TO REMAIN (E) T-MOBILE STACK TO REMAIN (E) T-MOBILE UTILITY CABINET TO REMAIN 15.9. N TN MN W E S 2 i (N) ENLARGED EQUIPMENT PLAN SCALE: 3/8"= 1'-0" (11X17) 3/4" = 1'-0" (22)(34) 0' 1' 3' 5' `'CENTERLINE :ornrurfty ;velopment CP PROJECT NO.: TMO-15-0022-362 PRELIMINARY NO. DATE D/C DESCRIPTION 0 06-08-16 CUCL 90% CD REVIEW 1 06-28-16 MS/MS, CLIENT COMMENT SUBMITTAL NO. DATE 0 08-18-16 D/C MS/MS DESCRIPTION BP SUBMITTAL SITE NAME: PARKRIDGE-15215 SITE ID: SE03999A SITE ADDRESS: 15215 52ND AVE S TUKWILA, WA 98188 SHEET TITLE ENLARGED EQUIPMENT PLAN SHEET NO. A2.0 (E) T-MOBILE PANEL ANTENNA (TYP OF 6) TO REMAIN (E) T-MOBILE PANEL ANTENNA (TYP OF 3) TO BE REMOVED (E) T-MOBILE TMA (TYP OF 6) TO REMAIN (E) T-MOBILE FXFB (RRU) TO REMAIN (TYP OF 3) ♦ (E) T-MOBILE HIGH -CAP (175 LF) & LOW -CAP (100 LF) HYBRID FIBER ROUTED W/ (E) COAX (E) T-MOBILE EQUIPMENT AREA; GROUND LEVEL HYBRID x x 5 (E) T-MOBILE FRIG (RRU) TO REMAIN (TYP OF 3) (E) T-MOBILE COVP (TYP OF 2) TO REMAIN (E) T-MOBILE ANTENNA TIP HEIGHT di 35.7' (E) TOP OF PARAPET di 27.1' (E)GRADE 0'-0"AGL 1 EXISTING SOUTH ELEVATION SCALE: 1" = 10'-0" (11X17) SCALE: 1" = 5'-0" (22X34) 0' 5' 10' 20' i i (E) T-MOBILE PANEL ANTENNA (TYP OF 6) TO REMAIN (N) T-MOBILE PANEL ANTENNA (TYP OF 3) (N) T-MOBILE FRBG (RRU) (TYP OF 1 - PER SECTOR, TOTAL OF 3) (E) T-MOBILE TMA (TYP OF 6) TO REMAIN (E) T-MOBILE FXFB (RRU) TO REMAIN (TYP OF 3) (N) T-MOBILE FRBG (RRU) (TYP OF 1 PER SECTOR, TOTAL OF 3) (N) T-MOBILE FRBG (RRU) (TYP OF 1 PER SECTOR, TOTAL OF 3) 1 M r (E) T-MOBILE HIGH -CAP (175 LF) & LOW -CAP (100 LF) HYBRID FIBER ROUTED W/ (E) COAX (E) T-MOBILE EQUIPMENT AREA; GROUND LEVEL 0 HYBRID 0 mm 0 Y x (E) T-MOBILE FRIG (RRU) TO REMAIN (TYP OF 3) - (E) T-MOBILE COVP (TYP OF 2) TO REMAIN (E) T-MOBILE FXFB (RRU) TO REMAIN (TYP OF 3) (N) T-MOBILE ANTENNA TIP HEIGHT 38.7' (E) T-MOBILE ANTENNA TIP HEIGHT di 35.7' (E) TOP OF PARAPET di 27.1' NOTES: • IF REQUIRED, PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON -REFLECTIVE PAINT AS REQ'D. CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. • NEW ANTENNAS SHALL NOT EXCEED EXISTING TIP HEIGHT U.N.O. • RETURN ALL USED EQUIPMENT AND HARDWARE TO T-MOBILE WAREHOUSE. • ALL CLIMBING PATHS ON TOWER/MONOPOLE TO REMAIN FREE & CLEAR OF MOUNTS, EQUIPMENT, ETC. (E) GRADE 0'-0"AGL 2 FINAL SOUTH ELEVATION ALE: 1" = 10'-0" (11X17) (22X34) 0' 5' 10' 20' IT • •Mobile <'CENTERLINE Mono* MiirAYMatr !��•-ter ��1,J i6 v Coma- , n2Veii0;a.1 it CP PROJECT NO.: TMO-15-0022-362 PREUMINARY NO. DATE D/C DESCRIPTION 0 06-08-16 CUCL 90% CD REVIEW 1 06-28-16 MS/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 08-18-16 MS/MS BP SUBMITTAL SITE NAME: PARKRIDGE-15215 SITE ID: SE03999A SR'E ADDRESS: 15215 52ND AVE S TUKWILA, WA 98188 SHEET TIRE ELEVATIONS SHEET NO. A3.0 II (E)T-MOBILE PANEL ANTENNA (TYP ��N ��' OF 6) TO REMAIN h N (E) T MOBILE COVP� o y 'QV (TYP OF 2) TO REMAIN ti�e k; ^6 0 Q 4' 1 X`Py IN �:` Q Iv Z"‘r (E) T-MOBILE FRIG (RRU) TO �� /' yr REMAIN (TYP OF 3) +� �'\ led Q \.,...._,, (E) T-MOBILE FXFB (RRU) TO ` REMAIN (TYP OF 3) `�`� / (E) T-MOBILEANTENNA VEDD TO BEBE REMOVED (TYP OFF3)TO r ^^ (E) T-MOBILE SECTOR FRAME TO REMAIN (TYP) (E) T-MOBILE TMA (TYP OF 6) TO REMAIN I l IT a l Mobil V �• ANTENNA SCHEDULE - FINAL CONFIGURATION SECTOR POS. EXIST. / NEW MNFR. ANTENNA MODEL PORT DIMENSIONS (L x W x D) WEIGHT (LBS) Al EXISTING ANDREW TMZXX-6516-R2M QUAD 59.6" x 12.0" x 6.5" 36.2 <>CENTERLINE Achenci'pNi Wm A2 EXISTING ANDREW TMZXX-6516-R2M QUAD 59.6" x 12.0" x 6.5" 36.2 ALPHA A3 NEW COMMSCOPE SBNH-1D65C QUAD 96.0" x 11.9" x 7.1" 49.6 "" r" B1 EXISTING ANDREW TMZXX-6516-R2M QUAD 59.6" x 12.0" x 6.5" 36.2 B2 EXISTING ANDREW TMZXX-6516-R2M QUAD 59.6" x 12.0" x 6.5" 36.2 BETA B3 NEW COMMSCOPE SBNH-1D65C QUAD 96.0" x 11.9" x 7.1" 49.6 I- CCf1'T1unity l;ve(opment l02016 Cl EXISTING ANDREW TMZXX-6516-R2M QUAD 59.6" x 12.0" x 6.5" 36.2 C2 EXISTING ANDREW TMZXX-6516-R2M QUAD 59.6" x 12.0" x 6.5" 36.2 _...............'..A. ,�t \ \I y°�� 6 ti \II l,It 4 0' ** ilk* Gp!iiiiiiiiik • 4�NO h�FY O GP , L �� ; 6 GP • � '/MN dp aF rti �� eF,'� • ''��'�AIIIIMIP �� q 1 o° �.i �``7SO°s `�� 15.9° ' N 9FTghi I TN MN 9�-'f'6, `\'�o��y� W E GAMMA C3 NEW COMMSCOPE SBNH-1D65C QUAD 96.0" x 11.9" x 7.1" 49.6 *TOWER -FINAL EQUIPMENT INVENTORY • t �p �� IP Q. > �n y ISn O �! ' / t� ��yy5,�1 y� �� `K+1ST SCOPE QTY. TECHNOLOGY MNFR. MODEL DIMENSIONS (L X W X D) WEIGHT (LBS) (E) TO REMAIN (6) ANTENNA ANDREW TMZXX-6516-R2M 59.6" x 12.0" x 6.5" 36.2 (E) TO REMAIN (2) COVP RAYCAP CR100-1076R06 20.2" x 19.0" x 7.0" 15.0 (E) TO REMAIN (3) RRU NOKIA FRIG 23.8" x 17.2" x 7.5" 59.9 (E) TO REMAIN (3) RRU NOKIA FXFB 19.3" x 22.0" x 5.2" 55.0 08/18/2016 TONAL (E) TO REMAIN (6) TMA COMMSCOPE ETW190VS12UB (TWIN PCS) 10.2" x 6.7" x 3.7" 14.6 SCALE: NTS (11X17) REMOVE (E) (3) ANTENNA ANDREW TMZXX-6516-R2M 59.6" x 12.0" x 6.5" (36.2) 2 EXISTING ANTENNA PLAN SCALE: NTS (22)(34) ADD (N) (3) ANTENNA COMMSCOPE SBNH-1D65C 96.0" x 11.9" x 7.1" 49.6 /(E) T-MOBILE PANEL ANTENNA (TYP / o 4PRELIMINARY OF 6) TO REMAIN ,, H 0 (TYP) T-MOBILE MAINOVP 4.. �cp oVry TYP OF 2) TO REMAIN Q h o 'A"� � , (N) T-MOBILE PANEL ANTENNAS (TYP cc/ 2 OF 1 PER SECTOR, TOTAL OF 3) Q m e i �2 MOUNTED ON (N) ANTENNA PIPE (E) T-MOBILE FRIG (RRU) TO �ir `p: 2 4 MOUNT (REPLACE (E) PIPE MOUNT W/ REMAIN (TYP OF 3) LONGER PIPE TO ACCOMMODATE (N) ` ANTENNA / ANCILLARY INSTALLATION (E) T-MOBILE FXFB (RRU) TO \ �.r AS REQUIRED ) REMAIN (TYP OF 3) , •` �� (E) T-MOBILE SECTOR FRAME TO REMAIN (TYP) (E) T-MOBILE TMA (TYP OF 6) TO REMAIN I I (N) T-MOBILE FRBG (RRU) MOUNTED I CP PROJECT NO.: TMO-15-0022-362 I ADD (N) (3) RRU NOKIA FRBG 25.1" x 12.6" x 7.8" 59.5 NO. DATE D/C DESCRIPTION 0 06-08-16 CUCL 90% CD REVIEW 1 06-28-16MS/MS CLIENT COMMENT *GROUND - FINAL EQUIPMENT INVENTORY SUBMITTAL SCOPE QTY. TECHNOLOGY MNFR. MODELS DIMENSIONS (L X W X D) WEIGHT (LBS) NO. DATE D/C DESCRIPTION 0 08-18-16 MS/MS BP SUBMITTAL (E) TO REMAIN (3) RRU NOKIA FRIA 19.3" x 22.0" x 5.2" 55.0 (E) TO REMAIN (2) COVP RAYCAP RNSNDC-7771-PF-48 18.85" x 16.08" x 5.83" 19.0 SITE NAME: (E) TO REMAIN (1) BASEBAND NOKIA FSMF PARKRIDGE-15215 SITE ID: (E)TOREMAIN (1) BASEBAND NOKIA ESMB - - (E) TO REMAIN (2) BASEBAND NOKIA FSME - - SE03999A SITE ADDRESS: ADD (N) (1) BASEBAND NOKIA FBBC - - ADD (N) (1) BASEBAND NOKIA FBBA - - �,_ \_ I ^06�, y�� ` a 0�PP� ,:1i\illio as `�O° arnierG ,� (�P P, Gp� 6h L�' ON (N) PIPE MOUNT (TYP OF 3) ec°jT2i FTT� �sS's \ q�• �ss O. �� 159° j �� N , e l s I TN MN �c� e� 1'Y26'70 15215 52ND AVE S TUKWILA, WA98188 `THE "TOWER" AND "GROUND" REFERENCES REFER TO NOMENCLATURE REFLECTED IN THE PLUMBING DIAGRAM ON THE RF1.0 SHEET AND DO NOT NECESSARILY REFER TO ACTUAL LOCATION OF EQUIPMENT. GROUND EQUIPMENT NOTE: SHEET TITLE ANTENNA DETAILS & PLANS INSTALLED IN EXISTING FCOA CABINET (QUANTITIES MAY VARY). OTHER BASEBAND MODULES ARE ASSUMED TOo• NEW FBBC TO BE S ) ANTENNA NOTES: BE EXISTING. • REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTING INFORMATION FOR AMPLIFIER IF REQUIRED. • CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/ CLIENT REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION. • IF REQUIRED, PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON -REFLECTIVE PAINT AS REQ'D. CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. • RETURN ALL UNUSED EQUIPMENT TO T-MOBILE WAREHOUSE. SHEET NO. W E 01 . sSC ��Q P� Too GPI S A4 ■ . I SCALE: NTS (11X17) SCALE: NTS (11X17) 3 FINAL ANTENNA PLAN 1 r �1 SCALE: NTS (22X34) 1 ANTENNA AND ANCILLARY EQUIPMENT SCALE: NTS (22X34)f TOP FRONT WIDTH as a 2 w x SIDE ANTENNA DATA MECHANICAL SPECIFICATIONS MANUFACTURER HEIGHT WIDTH DEPTH WEIGHT COMMSCOPE 96.0 IN 11.9 IN 7.1 IN 49.6 LBS PART# CONNECTORS STANDARD MOUNTING HARDWARE SBNH-1D65C (4) 7-16 DIN FEMALE INCLUDED TOP WIDTH FRONT SIDE NON FRBO 700 MNs RF MODULE (REMOTE RADIO UNrfl HEIGHT: WIDTH: DEPTH WEIGHT: 25.1" 12.6" 7.8" 59.5 LBS 1 ANTENNA DETAIL SCALE: NTS (11X17) SCALE: NTS (22)(34) 2 FRBG (RRU) DETAIL SCALE: NTS (11X17) SCALE: NTS (22X34) 3 NOT USED SCALE: NTS (11X17) SCALE: NTS (22X34) 4 I NOT USED SCALE: NTS (11X17) SCALE: NTS (22X34) 5 I NOT USED SCALE: NTS (11X17) SCALE: NTS (22X34) 6 NOT USED ALE: NTS (11X17) S (22)(34) SCALE: NTS (11X17) SCALE: NTS (22X34) T • •Mobile «CENTERLIN-E r n r r - 117 2 U 2016 L ,;velopment I CP PROJECT NO.: TMO-15-0022-362 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 06-08-16 CUCL 90% CD REVIEW 06-28-16 MS/MS CLIENT COMMENT SUBMITTAL NO. 0 DATE 08-18-16 D/C SMS/MS DESCRIPTION BP SUBMITTAL SITE NAME: PARKRIDGE-15215 SITE ID: SE03999A SITE ADDRESS: 15215 52ND AVE S TUKWILA, WA 98188 SHEET TITLE ANTENNA AND EQUIPMENT DETAILS SHEET NO. A5.0 J z c J LY ¢ Z> LT_ re w a cc 0 w_ o- SUITABILITY OF PLATFORM / MOUNT(S) FOR FINAL LOADING CONFIGURATION VERIFIED BY CENTERLINE SOLUTIONS IN REPORT DATED 08-16-16. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER / ANTENNA / MOUNT ANALYSIS REPORT (SIGNED AND SEALED) TO BE PROVIDED UNDER SEPARATE COVER. CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER / ANTENNA / MOUNT ANALYSIS REPORT SUPPLIED BY T-MOBILE AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED STRUCTURAL REPORT PRIOR TO INSTALLATION ON STRUCTURE. 1 I ANTENNA MOUNTING DETAIL (E) 2-3/8" O.D. MIN. ANTENNA PIPE MOUNT (REPLACE (E) PIPE MOUNT W/ LONGER PIPE TO ACCOMMODATE (N) ANTENNA / ANCILLARY INSTALLATION AS REQUIRED ) (N) ANTENNA MOUNT WITH MECHANICAL DOWN TILT (E) T-MOBILE FRIG (RRU), TYP OF 3 (N) T-MOBILE ANTENNA (MODEL # SBN H-1 D65C) - SEE 1/A4.0 (N) T-MOBILE FRGB (RRU), TYP OF 3, ON (E) PIPE MOUNT; MOUNT PER MANUF. RECOMMENDATIONS (E) T-MOBILE TMA, TYP OF 6 (E) T-MOBILE COVP, TYP OF 2 (E) STEEL SECTOR FRAME; VERIFY DIMENSIONS PRIOR TO INSTALLATION (E) 6X6 PT HF#1 SLEEPER, TYP OF (2) ATTACHED TO (E) ROOF JOIST BLOCKING W/ 3/4" 0 BOLT SCALE: NTS (11X17) (E) MOUNTING PIPE (E) FPKA MOUNTING BRACKET (TYP. OF 2) (E) FMFA MOUNTING PLINTH (N) FRGB (RRU) U-BOLT MOUNT LOCATION (TYP. OF 2) FPKA/J-BOLT MOUNT LOCATION (TYP. OF 2) 0 000 000 000 000 0 FLOOR MOUNT LOCATION (TYP. OF 6) SIDE FRONT FPKA MOUNTING BRACKET M8X120MM BOLT (TYP. OF 2) M10X120X150MM BOLT (TYP. OF 2) FMFA FIXING POINTS 2 ANCILLARY EQUIPMENT MOUNTING DETAIL SCALE: NTS (11X17) SCALE: NTS (22X34) SCALE: NTS (22)(34) ' Li CD %3 NOT USED SCALE: NTS (11X17) SCALE: NTS (22)(34) IT. •Mobile •.I <>CENTERLI N:E Mandy itt•L'is Noinialet ;ommunity evelopment CP PROJECT NO.: TMO-15-0022-362 I PRELIMINARY NO. 0 DATE 06-08-16 D/C CUCL DESCRIPTION 90% CD REVIEW 1 06-28-16 MS/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 08-18-16 MS/MS BP SUBMITTAL , SITE NAME: PARKRIDGE-1 521 5 SITE ID: SE03999A SITE ADDRESS: 15215 52ND AVE S TUKWILA, WA 98188 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. A6.0 1 RFDS V. 1.1 L700 FM,* MSC LTE Configuration 702A_FWSIq — 2015 ,.L'e7Mrr. r+ PJ me *iAi37e X'it'.M.r Irx atiod Pule were. PCS ,'Alpeml P CS F7Re WSW t LIMITS PEI( • F. .wsaas ea— —ems mar 1 I RF DETAILS - ANTENNA 1Z ANCILLARY EQl IIPMENT PI I MB!Nrr D!A GRAM v(V 11 IVI LI r 1 1 LVIVI V11 V VI/1V1 \/11V1 rem New Equo pmeni Upgraded e RI PelicFtt Re( tonNtured 4g41p m em '!' Ya A71p¢fmin•s1 Cpnilk- N_771,FI:�F NOTES: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. * COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WATERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION (SEE STEP 4). 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES & TMAS. 7. ALL ANTENNAS & COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. 8. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 -AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 9, RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE. VERIFY NUMBER OF ANTENNAS, CABLE, AND CABLE DIAMETER WITH T-MOBILE CONSTRUCTION MANAGER. L IT• •Mobile - <>CENTERLINE Adenclig Pus/es IVee•mts mmunity PRELIMINARY NO. DATE D/C DESCRIPTION 0 06-08-16 CL/CL 90% CD REVIEW 06-28-16 MS/MS CLIENT COMMENT SUBMITTAL N0. DATE D/C 0 08-18-16 MS/MS DESCRIPTION BP SUBMITTAL SITE NAME: PARKRIDGE-15215 SITE ID: SE03999A SITE ADDRESS: 15215 52ND AVE S TUKWILA, WA 98188 SHEET TITLE RF DETAILS SHEET NO. RF1.0 •