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Permit PL14-0041 - GIBRAN HASHMI / PACIFIC TELECOM SERVICES - TYPE 1 WIRELESS TELECOMMUNICATIONS FACILITIES PERMIT
AT & T WA158 ROXBURY 10710 WVY-APN 0423049130 P L 14-0041 L14-0068 WIRELESS TYPE 1 O City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 1, 2014 NOTICE OF DECISION TO: Gibran Hashmi Pacific Telecom Services/ AT&T 560 2nd Avenue, Suite 210 Seattle, WA 98104 This letter serves as a notice of decision and is issued pursuant to TM 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L14-0068, PL14-0041 Applicant: Gibran Hashmi, Pacific Telecom Services (obo AT&T) Type of Permit Applied for: Type 1 Wireless Telecommunications Facilities Permit Project Description: Approval of a Type 1 Wireless Telecommunications Facilities Permit to remove 3 existing antennas (1 per sector) and add 6 panel antennas (2 per sector) on an existing 156'-8" above ground level PSE electrical transmission lattice tower. The applicant also proposes to install 9 RRh units and 1 surge suppression unit mounted on an existing H -Frame, and 1 new LTE equipment cabinet within an existing fenced equipment area. Ground work to occur within the existing ground compound located beneath the legs of the tower. Location: Parcel # 0423049130. This tower is located at 10710 West Marginal Way South, Tukwila, WA 98168. Associated Files: NA Comprehensive Plan Designation/ Zoning District: Manufacturing Industrial Center/Heavy (MIC/H) 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. Page 1 of 3 11/26/2014 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 Decision on Substantive Permit: The City Community Development Department has determined that the application for a Type 1 Wireless Communications Facility does comply with applicable City and state code requirements and has approved that application with the following condition: 1. Install an emergency services shut down switch to power down antennas. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 1 decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the City Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. A party who is not satisfied with the outcome of the Hearing Examiner appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this decision. The requirements for such appeals are set forth in Tukwila Municipal Code ch. 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. Thescope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee 0'15541 plus retainer. Page 2 of 3 11/26/2014 V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as a closed record hearing before the Hearing Examiner based on the information presented to the Community Development Director, who made the original decision. No new evidence or testimony will be permitted during the appeal hearing. Parties will be allowed to present oral argument based on the information presented to the Community Development Director before their decision was issued. The Hearing Examiner's decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner's decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Laura Benjamin, who may be contacted at 206-433-7166 or via email at laura.benjamin@tukwilawa.gov for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community Development City of Tukwila Page 3 of 3 11/26/2014 v ei °f J uI wita v Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Laura Benjamin , HEREBY DECLARE THAT: Associated File Number (s): L14-0068 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 Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 26 day of November, 2014 Project Name: AT&T WA158 Roxbury Project Number: PL14-0041 Associated File Number (s): L14-0068 Mailing requested by: Laura Benjamin Mailer's signatur¢ ' / W:\USERS\LAURA\WIRELESS FACILITIES\L14 0068\L14-0068 NOD AFFIDAVIT OF DISTRIBUTION.DOC Gibran Hashmi Pacific Telecom Services/AT&T 560 2nd Avenue, Suite 210 Seattle, WA 98104 W:\USERS\LAURA\WIRELESS FACILITIES\L14 0068\L14-0068 NOD AFFIDAVIT OF DISTRIBUTION.DOC 1= -rte October 28, 2014 City of Tukwila Department of Community Development O G , 6300 Southcenter Boulevard v L �o� Tukwila, WA 98188 L acid Cif) n q (206) 431-3670 � L 12 um- odi-t^icih' -, L b u3-3- cu p Re: AT&T WA158 Roxbury Wireless Telecommunications Facilities Permit Application — Type 1 Address: 10710 West Marginal Way S APN: 0423049130 Zone: MIC/H Dear Department of Community Development: A&T proposes to modify its existing unstaffed telecommunications facility by removing (3) existing antennas (1 per sector) and adding (6) Panel antennas (2 per sector) on an existing 156'-8" above ground level PSE electrical transmission lattice tower. AT&T also proposes to install (9) RRH units and (1) surge suppression unit mounted on an existing H -Frame, and (1) new LTE equipment cabinet within an existing fenced equipment area. No height increase of the existing electrical transmission tower is proposed. Ground work to occur within the existing AT&T ground compound located beneath the legs of the transmission tower. Per Tukwila Municipal Code (TMC) the proposal qualifies as a Type 1 permit as it is Transmission tower co -location located in an industrial zone (MIC/H zone) (18.58.050.A.). Transmission tower Co -Location -Specific Development Standards further apply (18.58.080). Pertinent code sections cited below followed by the Applicant's RESPONSE in bold. 1. Height — There is no height requirement for antennas that are located on electrical transmission towers. (18.58.080.1.) RESPONSE: Per 18.58.080.1 there is no height restriction for antennas attached to electrical transmission towers. The proposed antennas are to be located roughly halfway up the existing electrical transmission tower. The overall height of the electrical transmission tower does not increase. 2. Antenna aesthetics — There are no restrictions on the type of antennas located on the electrical transmission tower. The antennas must be painted to match the color of the electrical transmission tower. (18.58.080.2.) RESPONSE: Per 18.58.080.2. there are no antenna type restrictions. The antennas will be painted to match existing conditions as noted on the accompanying Construction Drawings (Sheet A-4). Pacific Telecom Services -- 506 2"d Ave, Suite 210 — Seattle, WA 98104 3. Antenna intensity — There is no limit on the number of antennas that may be located on an electrical transmission tower structure. (18.58.080.3.) RESPONSE: Per 18.58.080.3 there is no limit on number of antennas located on electrical transmission towers. The applicant proposes removal of (3) antennas and adding (6) new antennas. 4. Feed lines and coaxial cables — shall be attached to one of the legs of the electrical transmission tower. The feed lines and cables must be painted to match the color of the electrical transmission tower. (18.58.080.4.) RESPONSE: The existing and proposed feed lines and coaxial cables are attached to the tower leg. The applicant proposes the proposed coaxial cable matches the existing coaxial cable color. 5. Cabinet equipment — Cabinet equipment shall be located directly under the electrical transmission tower where the antennas are located or a concealed location. The wireless communication equipment compound shall be fenced; the fence shall have a minimum height of 6 feet and a maximum height of 8 feet. The fence shall include slats, wood panels, or other materials to screen the equipment from view. Barbed wire may be used in a utility right-of-way that is not zoned residential. (18.58.080.5.) RESPONSE: Existing and proposed cabinet equipment is located directly underneath the tower. Proposed equipment is contained behind an existing 6', slatted, chainlnk fence. Proposed cabinets will sit atop an existing concrete pad. No expansion of the existing fenced equipment enclosure is proposed. 6. Setbacks — Since the facility will be located on an existing electrical transmission tower, setbacks shall not apply. (18.58.080.6.) RESPONSE: Per 18.58.080.6 setbacks do not apply as the facility is located on an existing electrical transmission tower. SEPA Provision of the SEPA checklist is not applicable. Antennas attached to an existing structure that is not a residence or school and does not contain a residence of school. The existing structure is located in an industrial zone. No new wireless tower is being constructed. In late April 2013 the Washington State Legislature passed Substitute House Bill 1183 that updates the SEPA exemption related to wireless. The Governor signed the bill into law on May 21, 2013 — becoming effective July 28, 2013. Under the State's old SEPA Exemption rules SEPA was previously required for placement of new antennas of any size on buildings/structures containing residential use. Under the New SEPA Exemptions the current proposal is SEPA exempt as it represents the collocation of equipment on an existing structure that does not substantially change the physical dimensions of the structure [RCW 43.21 C.0384(1)(a)] . House Bill 1183 provides specific definitions for collocation, existing structure, and substantially change the physical dimensions (copy attached with highlighted sections). The proposal is a collocation of equipment on an existing structure that does not substantially change the physical dimensions — as there is no height increase over 20' and no protrusion of over 20', or more than the width of the existing structure. As such the proposal is SEPA exempt. Sensitive Areas: Studies and mitigation not required. Facility is unstaffed and located in an industrial zone. Site does not fall with any known sensitive areas. Facility to comply with all Federal Aviation Administration (FAA) and Federal Communication Commission (FCC) regulations. Generator: No generator proposed. Review Timeline: This application is subject to the Federal Communications Commission ("FCC") "Shot Clock" Order'. The federal Telecommunications Act of 1996 requires that local governments act on wireless siting applications "within a reasonable period of timet" to speed the deployment of wireless networks across the nation. In 2009, the FCC's Shot Clock Order defined "reasonable period of time" by establishing time limits and standards for local governments to issue decisions on different types of wireless applications: • 90 days to issue a decision on collocation applications. • 150 days to issue a decision for all other applications. This proposal constitutes a collocation application. The "shot clock" starts on the date the application is filed. The deadline for a decision is calculated as follows: • 30 day initial period when local government may issue a Notice of Incompleteness ("NOI") that pauses the shot clock. • The clock pauses only if the NOI is issued within the initial 30 day period, and the decision deadline is extended by the amount of time it takes the applicant to complete the application. The clock resumes, not resets, when the required information has been submitted. • Local government may request additional information after the initial 30 day period but the clock does not stop while waiting for the applicant to respond to these requests. • The decision deadlines include any notice, special review, and/or appeal periods. The deadlines may be extended only with the written consent from the applicant. If a local government does not make a decision in a timely manner, the applicant may commence litigation under the Telecommunications Act. See Declaratory Ruling, FCC 09-99 (2009), ("Shot Clock Ruling"). 2 See 47 USC § 332(c)(7)(B)(ii). 1 Shot Clock Calculation of Deadlines: Since AT&T's application is for a collocation facility, the appropriate FCC Shot Clock deadline is 90 days. The following shows the FCC deadlines for a decision on this application: FCC Shot Clock Calculation: Application Filing Date: 10/28/2014 FCC Allowed Review Period: 90 days Deadline for NOl to Stop Clock: 11/27/2014 [Submittal Date + 30 days] Decision Deadline: 1/26/2015 [Submittal Date + 90 days] Within this submittal please find the following: • (1) Application Checklist • (5) Wireless Telecommunications Facility Application • (5) 11"x17" Sets of Plans • (1) Application Fee Check; $607.95 • (1) Notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property • (2) Letter (this letter) describing proposed project & compliance with City Code Requirements • (1) House Bill 1183 Please review the attached documentation and let me know if you have any questions or require additional information for your review. We look forward to working with you on this project. Sincerely, Gibran Hashmi Pacific Telecom Services ghashmiOptswa.com (206) 372-1850 CERTIFICATION OF ENROLLMENT SUBSTITUTE HOUSE BILL 1183 Chapter 317, Laws of 2013 63rd Legislature 2013 Regular Session R E C E QED WIRELESS COMMUNICATION STRUCTURES OCT 2 8 2014 EFFECTIVE DATE: 07/28/13 DEVELOPMENT Passed by the House April 26, 2013 CERTIFICATE Yeas 96 Nays 0 FRANK CHOPP Speaker of the House of Representatives Passed by the Senate April 25, 2013 Yeas 37 Nays 10 I, Barbara Baker, Chief Clerk of the House of Representatives of the State of Washington, do hereby certify that the attached is SUBSTITUTE HOUSE BILL 1183 as passed by the House of Representatives and the Senate on the dates hereon set forth. BARBARA BAKER BRAD OWEN Chief Clerk President of the Senate Approved May 21, 2013, 2:19 p.m. FILED May 21, 2013 JAY INSLEE Secretary of State State of Washington Governor of the State of Washington SUBSTITUTE HOUSE BILL 1183 AS AMENDED BY THE SENATE Passed Legislature - 2013 Regular Session State of Washington 63rd Legislature 2013 Regular Session By House Technology & Economic Development (originally sponsored by Representatives Morris, Smith, Habib, Crouse, Morrell, Magendanz, Freeman, Kochmar, Walsh, Tarleton, Dahlquist, Vick, Zeiger, Maxwell, Hudgins, Upthegrove, Ryu, and Bergquist) READ FIRST T GetV /63. OCT 282014 DEVELOPMENT 1 AN ACT Relating to wireless communications structures; amending RCW 2 43.210.0384; and creating a new section. 3 BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF WASHINGTON: 4 Sec. 1. RCW 43.210.0384 and 1996 c 323 s 2 are each amended to 5 read as follows: 6 (1) Decisions pertaining to applications to site ((personal)) 7 wireless service facilities are not subject to the requirements of RCW 8 43.21C.030(2) (c), if those facilities meet the following requirements: 9 (a))(((i))) °;Thi ((facility t bc sited is a microccll and is to bc 10 attached to an existing structure that is not a residence or school and 11 docs not — contain a residence r la school)) collocation) of! news 12 equipment, removal of equipment, or replacement of existing equipment) 13 on existing or :repl'aceme:nt structures does not substantially change the 14 physical dimensions of 'suchstructures; or (((ii) the facility includes 15 personal wireless service antennas, thcr than a microccll, and is to 16 bc attached to an existing structure (that may be an existing tower) 17 that is not a residence or school and docs not contain a residence or 18 a school, and the existing structure t which it is t be attached is 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 located In a commercial, industrial, manufacturing, f rest, agricultural (b) The zone; r (iii))) siting project involves constructing a ((personal)) wireless service tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone((; and e project is not in)). This exemption does not apply to projects within a designated ((environmentally sensitive)) critical area((; and (c) The pro',. dox-s nit consist of a series of actions: (i) Some of which arc not catcgeri ally cxcmpt; r (ii) that together may have a pr bablc oigifica adverse cnvir nmcntal impact)). (2) The exemption authorized under subsection (1) of this section may only be applied to a project consisting of a series of actions when all actions in the series are categorically exempt and the actions together do not have a probable significant adverse environmental impact. (3) The department of ecology shall adopt rules to create a categorical exemption for ((micr cello and thcr personal)) wireless service facilities that meet the conditions set forth in subsections (1) and (2) of this section. (((3) F r the purposes of thio ocction:)) (4) By January 1, 2020, all wireless service providers granted an exemption to RCW 43.21C.030(2)(c) must provide the legislature with the number of permits issued pertaining to wireless service facilities, the number of exemptions granted under this section, and the total dollar investment in wireless service facilities between July 1 2013 and June 30, 2019. (5)_ The definitions in this subsection apply throughout this section unless the context clearly requires otherwise. (a) "((Pero nal)) Wireless services" means wireless data and telecommunications services, including commercial mobile services, commercial mobile data services, unlicensed wireless services, and common carrier wireless exchange access services, as defined by federal laws and regulations. (b) "((Pers nal)) Wireless service facilities" means facilities for the provision of ((personal)) wireless services. 1 (c) (("Microccll" means a wircicss communlcatlor. facility 2 consisting of an antcnna that is cithcr: (i) Four fcct in height and 3 with an arca of not morc than fivc hundred cighty square i..-hcs; or 4 (ii) if a tubular anonna, no marc th inchcs in dna atcr and no 5 marc than six foot -- lcngth)) "Collocation" means the mounting or 6 installation of equipment on an existing tower, building, or structure 7 for the purpose of either transmitting or receiving, or both, radio 8 -frequency signals for communications purposes.` 9 (d) "Existing structure" means any existing tower, pole, building, 10 or other structure capableof supporting wireless service facilities 11 (e) Substantially change the:physical,dimensions".means:) 12 (i) _The mounting of equipment on a structurethat would increase) 13 the height of the structure by more than ten percent, or twenty feet,' 14 whichever is greater; or; 15 (ii)1 :Thee mounting: :of, equipment) that would involve adding an 16 appurtenance to the body of the structure that would protrude from.the)= 17 edge of the structure more.than twenty -feet:, -or more than the width of 18 the structure at the level of the appurtenance, whichever is greater.) 19 NEW SECTION. Sec. 2. The code reviser is directed to put the 20 defined terms in RCW 43.21C.0384(5) into alphabetical order. Passed by the House April 26, 2013. Passed by the Senate April 25, 2013. Approved by the Governor May 21, 2013. Filed in Office of Secretary of State May 21, 2013. CERTIFICATION OF ENROLLMENT SUBSTITUTE HOUSE BILL 1183 Chapter 317, Laws of 2013 63rd Legislature 2013 Regular Session WIRELESS COMMUNICATION STRUCTURES EFFECTIVE DATE: 07/28/13 Passed by the House April 26, 2013 CERTIFICATE Yeas 96 Nays 0 FRANK CHOPP Speaker of the House of Representatives Passed by the Senate April 25, 2013 Yeas 37 Nays 10 I, Barbara Baker, Chief Clerk of the House of Representatives of the State of Washington, do hereby certify that the attached is SUBSTITUTE HOUSE BILL 1183 as passed by the House of Representatives and the Senate on the dates hereon set forth. BARBARA BAKER BRAD OWEN Chief Clerk President of the Senate Approved May 21, 2013, 2:19 p.m. FILED May 21, 2013 JAY INSLEE Secretary of State State of Washington Governor of the State of Washington SUBSTITUTE HOUSE BILL 1183 AS AMENDED BY THE SENATE Passed Legislature - 2013 Regular Session State of Washington 63rd Legislature 2013 Regular Session By House Technology & Economic Development (originally sponsored by Representatives Morris, Smith, Habib, Crouse, Morrell, Magendanz, Freeman, Kochmar, Walsh, Tarleton, Dahlquist, Vick, Zeiger, Maxwell, Hudgins, Upthegrove, Ryu, and Bergquist) READ FIRST TIME 02/04/13. 1 AN ACT Relating to wireless communications structures; amending RCW 2 43.21C.0384; and creating a new section. 3 BE IT ENACTED BY THE LEGISLATURE OF THE STATE OF WASHINGTON: 4 Sec. 1. RCW 43.21C.0384 and 1996 c 323 s 2 are each amended to 5 read as follows: 6 (1) Decisions pertaining to applications to site ((personal)) 7 wireless service facilities are not subject to the requirements of RCW 8 43.21C.030(2)(c), if those facilities meet the following requirements: 9 (a)'.(((i))) The ((facility to bc sitcd is a micr ccll and is to be 10 attachcd to an cxisting structurc that is not a rcsidcncc or school and 11 docs — contain a rcsidcncc or -a school)) collocation of new 12 equipment, removal of equipment, or replacement of existing equipment 13 on existing or replacement structures does not substantially change the 14 physical dimensions of such structures; or (((ii) thc facility includes 15 pers nal wireless scrvicc antennas, other than a microccll, and is to 16 bc attachcd to an cxisting structurc (that may bc an cxisting t wcr) 17 that is n t a rcsidcncc r school and doc not contain a rcsidcncc or 18 a school, and thc cxisting structurc to which it is to bc attachcd is p. 1 SHB 1183.SL 1 locatcd in a commercial, industrial, manufacturing, forest, or 2 agricultural zonc; r (iii))) 3 (b) _ The siting project involves constructing a ((personal)) 4 wireless service tower less than sixty feet in height that is located 5 in a commercial, industrial, manufacturing, forest, or agricultural 6 zone((; and 7 -Re+ e pr jcct is in)). This exemption does not apply to 8 projects within a designated ((environmentally sensitive)) critical 9 area((; and 10 (c) The project docs not consist of a series of actions: (i) Somc 11 f which arc n t catcg rically exempt; r (ii) that t gcthcr may havc 12 a probable significant adverse cnvironmcntal impact)). 13 (2) The exemption authorized under subsection (1) of this section 14 may only be applied to a project consisting of a series of actions when 15 all actions in the series are categorically exempt and the actions 16 together do not have a probable significant adverse environmental 17 impact. 18 (3) The department of ecology shall adopt rules to create a 19 categorical exemption for ((micr cells and other pers nal)) wireless 20 service facilities that meet the conditions set forth in subsections 21 (1) and (2) of this section. 22 (((3) F r the purp acs f this sccti n:)) 23 (4) By January 1, 2020, all wireless service providers granted an 24 exemption to RCW 43.21C.030(2)(c) must provide the legislature with the 25 number of permits issued pertaining to wireless service facilities, the 26 number of exemptions granted under this section, and the total dollar 27 investment in wireless service facilities between July 1, 2013, and 28 June 30, 2019. 29 (5)_ The definitions in this subsection apply throughout this 30 section unless the context clearly requires otherwise. 31 (a) "((Personal)) Wireless services" means wireless data and 32 telecommunications services, including commercial mobile services, 33 commercial mobile data services, unlicensed wireless services, and 34 common carrier wireless exchange access services, as defined by federal 35 laws and regulations. 36 (b) "((Personal)) Wireless service facilities" means facilities for 37 the provision of ((personal)) wireless services. SHB 1183.SL p. 2 r 1 (c) (("Microccll" means a wireless communication facility 2 c nsisting f an antenna that is either: (i) F ur fcct in height and 3 with an arca of not more than five hundred eighty square inches; or 4 (ii) if a tubular antenna, n m re than f ur inches in diameter and n 5 more than six fcct in length)) "Collocation" means the mounting or 6 installation of equipment on an existing tower, building, or structure 7 for the purpose of either transmitting or receiving, or both radio 8 frequency signals for communications purposes. 9 (d) "Existing structure" means any existing tower, pole, building, 10 or other structure capable of supporting wireless service facilities. 11 (e) "Substantially change the physical dimensions" means: 12 (i) The mounting of equipment on a structure that would increase 13 the height of the structure by more than ten percent, or twenty feet, 14 whichever is greater; or 15 (ii) The mounting of equipment that would involve adding an 16 appurtenance to the body of the structure that would protrude from the 17 edge of the structure more than twenty feet, or more than the width of 18 the structure at the level of the appurtenance, whichever is greater. 19 NEW SECTION. Sec. 2. The code reviser is directed to put the 20 defined terms in RCW 43.210.0384(5) into alphabetical order. Passed by the House April 26, 2013. Passed by the Senate April 25, 2013. Approved by the Governor May 21, 2013. Filed in Office of Secretary of State May 21, 2013. p. 3 SHB 1183.SL C � ENGINEERING at&t AT&T Antenna Modifications AT&T Site: WA158 Roxbury Seattle City Light Tower: DUO/34N Structural Analysis Report RECEIVED OCT 282014 COMMUNI , t DEVELOPMENT Latitude: 47.506528 Longitude: -122.299556 CG Project No.: 14162.104 WA158 Roxbury CG Project No. 14162.104 October 10, 2014 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-3 LOAD CALCULATIONS 4-9 TOWER ANALYSIS RESULTS SUMMARY (SHORT FORM) 10-11 COMBINED STRESS ANALYSIS 12-14 FOUNDATION ANALYSIS 15 APPENDIX A -TOWER ANALYSIS RESULTS (LONG FORM) A1 -A32 APPENDIX B - APPURTENANCE INFORMATION B1 -B5 APPENDIX C - PRELIMINARY ARCHITECTURAL CONSTRUCTION DRAWINGS C1 -C12 APPENDIX D - SEATTLE CITY LIGHT WIRELESS ANTENNA INSTALLATION REQUIREMENTS FORM D1 -D4 APPENDIX E - ORIGINAL ARCHITECTURAL CONSTRUCTION DRAWINGS E1 -E19 0 ENGINEERING 250 4th Ave. South, Suite 200 Edmonds, WA 98020 WA158 Roxbury CG Project No. 14162.104 October 10, 2014 INTRODUCTION CG Engineering was retained by WesTower Communications to determine the structural adequacy of Seattle City Light's (SCL) transmission tower DUO/34N to support the proposed AT&T antenna modifications. The tower is located at 10710 West Marginal Way S, Tukwila, WA 98168. The modifications include additional antennas, tower mounted amplifiers (TMAs), and feedlines to be mounted to the tower. TOWER DESCRIPTION The four-sided self-supporting lattice tower consists of six tower sections equaling approximately 150' in total height. The lower four sections have varied face widths tapering at the base of the tower from approximately 44' to 8' at the 98' level, with the remaining tower vertical at a constant face width. This tower was designed and erected in the 1950s. SCL provided us with original design and shop drawings for this tower, the transmission line system, and the foundation (TA -1070, MTD -92, 93-95, 99, 105-109, 115, 125, 128,129, TE5165, and TD -10167). Construction specification number 1368 was provided as well. All geometry and member sizes used in our analysis were based on this information. The material properties utilized were 33 ksi yield strength for steel and 7980 Ib shear strength for bolts based on SCL's design criteria which reflect a reduction from the original specifications. APPURTENANCE CONFIGURATION The tower was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us from the Client. This table includes all known existing and future antennas for this site. Proposed appurtenances are shown in bold. Appurtenance Mount Elev. Mount Type Feedline (12) Panel Antennas: (6) Kathrien 742-265 (6) Commscope SBNHH-1D65C (18) TMA's„ (6) Powerwave TT19-08BP111-01 (6) Commscope E15609P78 (6) Commscope T23B78-21 85 6 (3) Sector Mounting Frames (12) 15/$' (12) /8” [(12) on S Leg, (12) on E Leg] Refer to p. 13 for coax attachment and spacing All appurtenances were multiplied by applicable NESC shape factors to account for the flow of wind around these appurtenances. These factors are 1.0 for the cylindrical components and 1.6 for the flat components. If the antenna or feedline loading requirements are any different than those stated above, CG Engineering should be notified at once to revise our analysis. 0 ENGINEERING 1 250 4th Ave. South, Suite 200 Edmonds, WA 98020 WA158 Roxbury CG Project No. 14162.104 October 10, 2014 ANALYSIS CRITERIA A finite element analysis of this tower was performed to determine its structural compliance with current design standards, which include the 2012 National Electric Safety Code, ASCE Standard 10-97 "Design of Latticed Steel Transmission Structures," and ASCE Manual 74 "Guidelines for Electrical Transmission Line Structural Loading." The entire structure was modeled three -dimensionally using the Tower 13.0 analysis program by Power Line Systems. For our analysis, we applied wind and ice loads to the tower in accordance with the above referenced standards. We considered the following load combinations: • NESC 250B Combined Ice and Wind District Loading (Medium 4 psf wind and %-inch radial ice at 15 degree temperature). • NESC 250B Combined Ice and Wind District Loading and (2) Broken Conductors (Medium 4 psf wind and %-inch radial ice at 15 degree temperature). Wind applied transverse to tower as well as at 45 degrees to that face. Two different broken conductor conditions were checked, including both top conductors on one side and the upper two levels of conductors on one side of the tower. • NESC 250C Extreme Wind Loading (85 mph exposure C wind and no ice at 60 degree temperature). Wind applied transverse to tower as well as at 45 degrees to that face. • NESC 250D Extreme Ice with Concurrent Wind Loading (30 mph wind and Ya -inch radial ice at 15 degree temperature). Note that this resulted in lower overall Toads than NESC 250B. Refer to the attached calculations for all associated overload factors used in conjunction with the load cases described above. If wind or ice Toad requirements are any different than those stated above, CG Engineering should be notified at once to revise our analysis. TOWER ANALYSIS RESULTS The following table summarizes the findings from our analysis. The table expresses the actual stress levels in percentage form relative to the code allowable stress values. Stress levels of up to 105% are considered to be within an acceptable tolerance because of the margin of error associated with this type of analysis. Stress levels higher than 105% require upgrades to the tower or modifications to the loading criteria. Tower Stress Summary Load Combination Legs (Group) Diagonals (Group) Horizontals (Group) Combined Stresses (Group) 1. Proposed AT&T Configuration 62.58% (LEG2) 71.90% (DIA7) 82.41% (HOR3) 60.06% (LEG2) The stress percentages in the Legs, Diagonals, and Horizontals table above are taken directly from our computer model output. Additional calculations were performed to check combined stresses due to the local effects of the antenna and feedline installations. The combined stress analysis is conservative and there is an importance factor of 1.15 included within the wind pressure which although required by SCL, is not required by the NESC. 0 ENGINEERING 2 250 4th Ave. South, Suite 200 Edmonds, WA 98020 WA158 Roxbury CG Project No. 14162.104 October 10, 2014 TOWER FOUNDATION ANALYSIS RESULTS The analysis performed on the earth foundation system was based on the original construction drawings (TD -10167). These drawings describe the maximum loads used for the design. In comparing our calculated values with the design loads, we determined that all of the proposed loads remain within 105% than the design loads stated, and therefore the foundation system should be adequate as originally designed. Foundation Reaction Summary Design Values Calculated Values Percent of Design Value Compression (kips) 219.5 104.4 47.6% Uplift (kips) 169.2 83.04 49.1% Shear (kips) 29.4 30.32 103.2% CONCLUSIONS/RECOMMENDATIONS We have determined that the tower members and their connections comply with the applicable design standards. No other structural upgrades are required by calculation for the proposed AT&T antennas configuration described above. All tower members, connections, and the foundation system are within their allowable capacities with the applied loading. CONDITIONS OF ANALYSIS This structural analysis is based on the information that was available to us. CG Engineering should be contacted immediately if there are any discrepancies with our analysis assumptions or any other problems with the condition of the tower are discovered which may affect the accuracy of our analysis. Our analysis is based on the assumption that the tower has been properly installed and is maintained to the minimum standards required by all applicable codes. REFERENCE DOCUMENTS The following documents were provided to us by the Client for our analysis: 1. "City of Seattle Department of Lighting Skagit Trans. Line No. -B-", Original Erection Drawings by Bethlehem Pacific Coast Steel Corporation., dated 06/23/55 2. "Transmission Tower Co -Locate Structural Analysis Report", by Peterson Strehle Martinson Inc, dated 01/09/2013 0 ENGINEERING 3 250 4th Ave. South, Suite 200 Edmonds, WA 98020 Load Calculations for 230kV 5CL Transmission Towers SCL Tower 0(10/34 N References: Overload Factors: Conductor Information: Ice on each hanger) Connection ASCE 10-97 ASCE Manual No. 74 ASCE/SEI 7-10 IBC 2012 NESC C2-2012 ANSI/I-IA-222-G line Information: Vertical Transverse Longitudinal ConductorType 30719 AC55795 kcmi1 Mallard NESC 2508 150 '250 t 1.65 , t 1.140 in = Conductor Diameter NESC 2500 125 1.25 125 ..? (NESC 26082) 1:235 pif = Conductor Weight NESC 250D 1.25 -1.25 1.25 " (NESC260821 1.640 in =Conductor + Radial Ice Diameter Broken Conductors 1.25' 11.75 1.00 r (any 2 conductors) 1.667 plf= Conductor Weight+ Radial ; 480 Ibs = Insulator Wt ((32) 151b units 85 ft = Length of Insulator of adjacent spans) Tower Information: 7. - -: 921.5. ft =Wind Span (average 1133; ft = Weight Span 534 ft = Wind Span w/ ,<594. ft = Weight Span 1475- deg = Line Angle827 ^551 ft = Sag .-.i.... _14500- Ibs =Maximum 903- lbs = broken Conductor (from low point to low point on adjacent spans) 123 5"' ft = Avg Height of Middle Conductor Broken Conductor (longest unbroken span in either direction) 155- ft=Total Height of Tower w/ Broken Conductor (longest unbroken span in either direction) 82 ft = Height of Coax Cable Run ft = Height of Antennas & Mounts Conductor Tension Tension NESC 2506 Combined Ice & Wind District Loading [Medium - 4psf Wind +1/4" Ice @ 15 deg. F] Conductor: Vc = 1.5 x (weight span x conductor weight + insulator weight) 3553.3 lbs Tc = 2.5 x wind span x conductor diameter/12 x 4psf+ 1.65 x sin(line angle) x conductor tension 7350.3 lbs Tower. Wind= 4 psf x 2.5 (OLF) x 3.2 (shape factor) 32 psf on two faces 16 psf/face (drag factor = 1.0) 01.= 1.5 x DL Design Parameters: (Table 250-1) 250-1) .�4' psf= Wind Pressure 0.25, in = Radial Ice (Table 57 pcf= Ice Wt (2508) NEW 2508 Combined Ice & Wind District Loading [Medium - 4psf Wind + 1/4" Ice @ 15 deg. F With (2) Broken Conductors] Conductor: Vc = 1.25 x (weight span x conductor we:ght s- insulator weight) (intact) 2961.1 Ibs Tc = 1.75 x wind span x conductor diameter/12 x 4psf+ 1.00 x sin(line angle) x conductor tension 4573.0 Ibs 4314.7 Ibs (Wind @ Corner) Conductor. Vbc = 1.25 x (longest unbroken span x conductor weight insulator weight) (broken) 1837.8 Ibs Tbc = 1.75 x longest unbroken span x conductor diameter/12 x 4psf + 1.00 x sin(line angle) x conductor tension 2802.1 Ibs 2652.4 lbs (Wind @ Corner) La„= 1.0 x broken conductor tension 9000 Ibs 0.12836289 Tower. Wind = 4 psf x 1.75 (OLF( x 3.2 (shape factor) 22.4 psf on two faces 11.2 psf/face (drag factor = 1.0) DL= 1.25xDI. Longitudinal Load Due to angle of transmission lines = Line Tension - Cos(line angle) x Line Tension 4 = 478 lbs Design Parameters: (Table 250-1) 250-1) 4 psf= Wind Pressure 0.25 in = Radial Ice (Table 57 pcf= Ice Wt (2508) =4MDTR A Dworipiion SCL Load Calculations By Date 10/7/2014 CheckedDam P ENGINEERING 250 4th Ave South Suite 200 Edmonds, WA 98020 Scala Sheet No. / 7. "I/ Project SCL Tower DUO/34 9 ion No. 14162.104 Load Calculations for 230kV SCL Transmission Towers SCL Tower DUO/34 N NESC 250C Extreme Wind Loading [Exposure C Wind @ 60 deg. F] Conductor: Vc = 1.25 x (weight span x conductor weight + insulator weight) 2349.1 lbs Tc = 1.25 x wind span x conductor diameter/12 x extreme wind + 1.25 x sin(line angle) x conductor tension 6653.8 lbs 6056.3 lbs (Wind @ Comer) Tower. Wind = 22.6 psf x 1.25 (OLF) x 3.2 (shape factor) 90.5 psf on two faces 45.2 psf/face (drag factor=1.0) DL= 1.25xDL Design Parameters: 8.5- = Basic Wind Speed (Figure 250-2) 3:15 Importance Factor (Per SCL`) (' NESC 250C only requires 1 =1.00) Conductor Wind Lead Tower wind load F=0.00256xV'xK,xGa,xlxC,xA= 18.64 psfx C,A F=0.00256xV'xK,xGa,xlxC,xA= 22.62 psf xC,A 115.00 ft = h = average height of middle conductor connection - insulator length 85 mph = V 1.303 = K2 K, = 2.01 x (11/900)(''''4 = 1.303 0.672 = Ger =(1 +(2.7 x Ew Bw°'s) / k,2= 0.672 1.15 =1 Ew = 0.346 x (33/h) (1/7) = 0.289 Bw = 1 / (1 +0.8 x1/220) = 0.230 103.33 ft = h = 2/3 x height of tower 85 mph = V 1.274 = Kz K, = 2.01 z (6/900)W' 4 = 1.274 0.834 = Ga, G.= (1 +(2.7 x Ew x Bw°'s)/k'= 0.834 1.15 = I Es = 0.3116 x (33/6) (1/7) = 0.294 Bs = l/]1 + 0.56 x 6/220) = 0.792 Coax Cable Wind Load Antenna/Mount Wind Load F= 0.00256 x V' xK, x Geo l x Co A= 21.03 psfx C,A F=0.00256xV'xK,xGa,xlxC,xA= 22.05 pot C,A 54.67 ft = h = 2/3 x height of coax cable run 85 mph=V 1.115 = K, = 2.01 x (6/900) "14 = 1.115 0.887 =Gar Ga,=(1 + (2.7x Es x Bs°'s)/k.' = 0.887 1.15 = I Es = 0.346 x (33/h) (1/7) = 0.322 Bs= 1 / (1 + 0.56 x h/220) = 0.878 82.00 ft = h = height of antenna installation 85 mph = V 1.214 = Kz K, = 2.01 x (h/900) IV' 'i = 1.214 0.854 = G.= (1 +(2.7 xEsx Bs') /k' = 0.854 1.15 =1 Es = 0.3:46 x (33/h) (1/7)= 0.304 Bs = 1 /11 + 0.56 x h/220) = 0.827 NESC 2500 Extreme Ice With Concurrent Wind Loading [30mph Wind + 1/4" Ice @ 15 deg. F] Conductor: Vc = 1.25 x (weight span x conductor weight insulator weight) 2349.1 lbs Tc = 1.25 x wind span x conductor diameter/12 x extreme wind + 1.25 x sin(line angle) x conductor tension 4868.4 lbs 4793.9 Ibs (Wind @ Corner) Tower: Wind = 2.8 psf x 1.25 (OLF) x 3.2 (shape factor) 11.3 psf on two faces 5.6 psf/face (drag factor --.1.0) 51.= 1.25x DL Design Parameters: 30 mph = Basic Wind Speed (Figure 250-2) 1-1.5 Importance Factor (Per SCL`) (' NESC 250C only requires I = 1.00) Conductor Wind Load Tower wind load F= 0.002560 V' x 10,x G.010 Co A = 2.32 psf F = 0.00256 x V' x IC,x 0,0 1x Co, A = 9.02 psf 115.00 ft=h= average height of middle conductor connection - insulator length 30 mph =V 1.303 = Kz K, = 2.01 x (h/900) Pi" = 1.303 0.672 = Gar=(1 + (2.7 x Ew x Bw''( /k' = 0.672 1.15 =1 Ew = 0.346 x (33/h) (1/7)= 0.289 1 =Cf Bw= 1/(1+0.80 L/220)= 0.230 103.33 ft = h = 2/3 x height of tower 30 mph=V 1.274 = Kz K,= 2.Olx(h/900)I'A'4 = 1.274 0.834 = Gar=(1 + (2.70 Ew sawn / 6,'= 0.834 1.15 =1 Es = 0.346 x (33/h) (1/7) = 0.294 3.2 = Cf Bs=1/11 + 0.560 h/220) = 0.792 Coax Cable Wind Load Antenna/Mount Wind Load F= 0.00256 x V' x K, x 6,0 lx C, x A = 2.62 psf F=0.00256 x V'x K, x 6,,xlxC,x 6= 4.39 psf 54.67 ft = h = 2/3 x height of coax cable run 30 mph = V 1.115 =Kz K,=2.01x(6/900)i'A'sl = 1.115 0.887 =Gar Ga,=(1+(270 Es x Bs") /k'= 0.887 1.15 = 1 Es = 0.346 z (33/6) (1/7) = 0.322 1 =Cf Bs=1/(1 + 0.56 x h/220) = 0.878 82.00 ft = h = height of antenna installation 30 mph =V 1.214 = Kz K, = 2.01 x (h/900) i'row = 1.214 0.854 =Gar Ga,=(1 + (2.70 Es B!")/ k'= 0.854 1.15 = I Es = 0.346 6 (33/6) (1/7) = 0.304 1.6 = Cf Bs=1/71 + 0.560 h/220) = 0.827 IMPENGINEERING 250 4th Ave South Suite 200 Edmonds, WA 98020 Description SCL Load Calculations By DTR Date 10/7/2014 nate Scale Prujxt SCL Tower DU0/34 N Job No. 14162.104 Shtt.t No. mN P PL)0-1 (et- 82,o1 1,14-42 C e 5 ei ve PRA G. Wc€ (so) �1%i:thNT(L e i N;CAIr:'.\I-� 742-167 5._I{t�• c 1 (2) cokn.rcdtie- 3 /. 1�C23g3,9 k N.c 0.57 to yik.ack?-rT ek) Z- 9,e "'srI,5g e'en 44 22-s o,a '3' F cc) ell:. fiP-esk2- Y -j � fit G a° `7 ,r /441 Z e� (6 c0`&`) ( r r 2 7s % • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By ^ !" Date • j4 A o -t L r Checked Date Scale Project Vex L) Job No. Sheet No. P"pc 5an-t L4 V 14treJ -Asok.e reejAie. ray- vv'd ea4=4 ez_ + Iky Wetai?-, •=().1 .c ‘, A rat , 1 I /3r/ _3314 -7Y -f- /, f,—€ 5 4 &-tst t veei— +33" C.-15 Pt ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description peee_ri(4,e By Checked Date Date Scale Project Job No. i,Nzi(. 1016 Sheet No. Coax Blocks A Valmont 9 COMPANY Triple stack configuration shown (3 CXB158's). Mounts with 3/8" hardware. Hardware kits are sold sepa- rately. Threaded rod lengths are available to stack one or mutliple blocks. Ridges grab cable but do not damage it, providing vertical retention. Locking dimples hold the blocks in place when stacked. Features: Allows cable attachment by using 3/8" hardware (not included). Coax blocks are stackable to al- low up to six runs of cable per tower attachment. Stronger than competitive brands in both vertical retention due to stiffening ribs, increased width and dimples. Construction: Injection molded from UV resistant polypropylene for long term outdoor durability. Design Criteria: Can be used outdoors or indoors. Part # Cable Size & Type U of M Weight/10 pk A B C CXB4 Fiber Kit (4-6mm) 10 pack 1.3 Ib. 2-1/2" 1-1/4" 1" CXB14 1/4" Cable (6 -8mm) 10 pack 0.20 Ib. 1-1/4" 3/4" 5/8" CXB38 3/8" Cables & LMR400 (10-12mm) 10 pack 0.30 Ib. 1-1/2" 1" 13/16" CXB12 1/2" Corrugated 10 pack 0.55 Ib. 2-1/4" 1-1/2" 1" CXB78 7/8" Corrugated 10 pack 0.95 Ib. 3" 2" 1-1/2" CXB114 1-1/4" Corrugated 10 pack 1.60 Ib. 4-1/4" 2-1/2" 2" CXB158 1-5/8" Corrugated 10 pack 2.65 Ib. 5" 3" 2-1/2" CXB214 2-1/4" Corrugated 10 pack 3.30 Ib. 6" 4-1/4" 2-3/4" valmont /A mum AMICROFLECT New York, NY 888-438-7761 Atlanta, GA 866-901-0603 Los Angeles, CA 888-776-1937 Plymouth, IN 888-753-7446 Salem, OR 888-880-9191 Dallas, TX 888-809-5151 XY Legs Y Lees JOINT 1 2 3 4 5 TRIB LENGTH VERT LOAD DRAG AREA JOINT 1 TRIB LENGTH 1 VERT LOAD I DRAG AREA 18.15 28.45 17.43 10.71 7.39 137.94 216.22 132.47 81.36 56.13 8.17 12.80 7.84 4.82 3.32 Leg XY= Leg Y XY = Y Weight Area 7.60 0.45 Note: 1.) Feedlines are input as drag area attached to tower nodes. Tributary lengths represent tributary area to that respective node. 2.) Areas have been reduced by a factor of 3.2 to account for the Cf tower pressure increase. ENGINEERING 250 4th Ave South Suite 200 Edmonds, WA 98020 Description By \1 i Q` Checked Date Date Scale Project Job No. Sheet No. 7 Project Name : SCL Tower DU 0/34N - WA158 Roxbury Project Notes: ATCT Antenna Modifications, CG Project No. 14162.104 Project File R:\_Wireless Projects\_2014 Wireless Projects\14162 Westower\104 WA158 Roxbury\Analysis\wa158 roxbury 1.0.tow Date run 10:35:29 AM Wednesday, October 08, 2014 by Tower Version 13.01 Licensed to : CG Engineering Successfully performed nonlinear analysis KL/R value of 204.65 exceeds maximum of 200.00 for member "g287P" RL/R value of 204.65 exceeds maximum of 200.00 for member "g288P" RL/R value of 204.65 exceeds maximum of 200.00 for member "g321P" RL/R value of 204.65 exceeds maximum of 200.00 for member "g322P" o RL/R value of 204.65 exceeds maximum of 200.00 for member "g3359" RL/R value of 204.65 exceeds maximum of 200.00 for member "g336P" RL/R value of 231.65 exceed., maximum of 200.00 for member "g320P" KL/0 value of 231.65 exceeds maximum of 200.00 for member "g3239" o 21/R value of 231.65 exceeds maximum of 200.00 for member "g3242" RL/R value of 231.65 exceeds maximum of 200.00 for member "g3251," XL/R value of 231.65 exceeds maximum of 200.00 for member "g326P" RL/R value of 231.65 exceeds maximum of 200.00 for member "g327P" '+ 01/R value of 231.65 exceeds maximum of 200.00 for member "g328P" RI./R value of 231.65 exceeds maximum of 200.00 for member "g329P" ?. The model has 14 warnings. .? Member check option: ASCE 10 Connection rupture check: ASCE 10 Crossing diagonal check: ASCE 10 [Alternate Unsupported RLOUT = 1] Included angle check: None Climbing load check: None Redundant members checked with: Actual Force Hole distribution for members connected by both legs: symmetrical V ecei vrkre cietk , i -r AK,( Am yl kT-'5. 4- ' -t ealeNi e..iR7i t 1 t Lti)ete P e< Loads from file: r:\_wireless projects\_2014 wireless projects\14162 westower\104 wal58 roxbury\analysis\wa150 roxbury 1.0.1ca *** Analysis Results: Maximum element usage is 82.415 for Angle "g43P" in load case "NESC 2500 (Wind Transverse)" Maximum insulator usage is 48.023 for Suspen "I5" in load case "(2) Top Cond. Broken (Wind Transverse)" Summary of Joint Support Reactions For A11 Load Cases: Load Case Joint Lang. Iran. Label Force Force (kips) (kips) Vert. Shear Tran. Long. Bending Vert. Found. Force Force Moment Moment Moment Moment Osage (kips) (kips) (ft -k) (ft -k) (ft -k) (ft -k) NESC 2508 (Wind Transverse) 1P -18.61 -18.86 -97.83 26.50 -0.26 0.16 0.30 -0.42 0.00 NESC 2508 (Wind Transverse) 12 10.21 -10.87 52.85 14.91 -0.71 0.26 0.76 1.39 0.00 NESC 2508 (Wind Transverse) 1XY -12.21 -13.72 62.75 18.36 -0.68 -0.23 0.72 -1.40 0.00 NESC 250B (Wind Transverse) lY 17.74 -18.69 -92.86 25.77 -0.21 -0.13 0.24 0.43 0.00 NESC 250C (Wind Transverse) 1P -21.48 -23.37 -112.63 31.74 -0.12 0.30 0.32 -0.93 0.00 NESC 250C (Wind Transverse) 10 14.68 -18.24 75.62 23.41 -1.35 0.91 1.63 4.01 0.00 NERC 250C (Wind Transverse) 1XY -17.55 -23.64 90.68 29.44 -1.25 -0.86 1.52 -4.02 0.00 NESC 250C (Wind Transverse) 12 21.48 -25.71 jjy,5850 0.00 -0.28 0.28 0.95 0.00 NESC 2500 (Wind @ Corner) 1P -27.18 -26.33 (136.-08 37. -0.31 0.06 0.31 -0.10 0.00 NESC 2500 (Wind 0 Corner) 10 3.22 -7.66l2? H9 8.31 -0.89 0.41 0.99 2.38 0.00 NESC 250C (Wind 0 Corner) 1XY -24.29 -24.42 fin2 is 34.44 -0.42 0.22 0.47 0.02 0.00 NESC 250C (Wind @ Corner) 10 7.25 -14.02 -60.09 15.78 -0.61 0.59 0.85 -2.30 0.00 (2) Top Cond. Broken (Wind Transverse) IP -15.65 -17.81 -89.23 23.71 -0.13 0.30 0.33 -0.22 0.00 (2) Top Cond. Broken (Wind Transverse) 10 0.10 -0.01 -4.39 0.10 -0.40 0.35 0.53 0.93 0.00 (2) Top Cond. Broken (Wind Transverse) 1XY -10.79 -12.98 60.13 16.88 -0.45 -0.00 0.45 -1.07 0.00 (2) Top cond. Broken (Wind Transverse) lY 6.43 -5.73 -26.85 8.61 -0.06 0.12 0.14 0.32 0.00 (2) Top Cond. Broken (Wind 0 Corner) 1P -16.95 -18.43 -93.06 25.04 -0.17 0.24 0.30 -0.02 0.00 (2) Top Cond. Broken (Wind @ Corner) 10 -2.83 2.70 -16.74 3.92 -0.28 0.25 0.37 0.51 0.00 (2) Top Cond. Broken (Wind 0 Corner) 1XY -12.32 -13.04 62.71 17.94 -0.24 0.24 0.34 -0.08 0.00 (2) Top Cond. Broken (Wind @ Corner) 1Y 2.78 -2.70 -13.24 3.88 -0.20 0.33 0.39 -0.45 0.00 (2) Side Cond. Broken (Wind Transverse) 1P -15.49 -20.51 -96.38 25.70 -0.07 0.44 0.45 -0.31 0.00 (2) Side Cond. Broken (Wind Transverse) 10 -0.06 -3.43 6.42 3.43 -0.35 0.15 0.38 0.87 0.00 (2) side Cond. Broken (Wind Transverse) 1XY -11.27 -9.57 50.97 14.79 -0.53 -0.20 0.57 -1.14 0.00 (2) side Cond. Broken (Wind Transverse) 12 6.92 -3.03 -21.35 7.55 -0.14 0.26 0.30 0.27 0.00 (2) Side Cond. Broken (Wind 0 Corner) 1P -17.03 -21.36 -101.46 27.32 -0.12 0.39 0.41 -0.12 0.00 (2) Side Cond. Broken (Wind 0 Corner) 10 -2.76 -0.95 -4.68 2.92 -0.23 0.05 0.24 0.45 0.00 (2) Side Cond. Broken (Wind 0 corner) 1XY -13.09 -9.91 55.06 16.42 -0.33 0.04 0.33 -0.15 0.00 (2) Side Cond. Broken (Wind 0 Corner) 1Y 3.55 -0.29 -9.25 3.56 -0.29 0.47 0.55 -0.50 0.00 Summary of Joint Support Reactions For A11 Load Cases in Direction of Leg: Nfev Veadi'd Load Case Support Origin Leg Force In Residual shear Residual Shear Residual Shear Residual Shear Total Joint Joint !(ember Leg Dir. Perpendicular Horizontal Horizontal Horizontal Long. To Leg To Leg - Res. To Leg - Long. To Leg - Tran. Force (kips) (kips) (kips) (kips) (kips) (kips) Total Total Tran. Vert. Force 00808 (kips) (kips) NESC 250B (Wind Transverse) NESC 2508 (Wind Transverse) NESC 2500 (Wind Transverse) NESC 250B (Wind Transverse) NESC 250C (Wind Transverse) NESC 250C (Wind Transverse) NESC 250C (Wind Transverse) NESC 2500 (Wind Transverse) NESC 250C (Wind 0 Corner) NESC 250C (Wind 0 Corner) NESC 250C (Wind @ Corner) NESC 250C (Wind 0 Corner) (2) Top Cond. Broken (Wind Transverse) (2) Top Cond. Broken (Wind Transverse) (2) Top Cond. Broken (Wind Transverse) (21 Top Cond. Broken (Wind Transverse) (2) Top Cond. Broken (Wind 0 Corner) (2) Top Cond. Broken (Wind 0 Corner) (2) Top Cond. Broken (Wind 0 Corner) (2) Top Cond. Broken (Wind @ Corner) (2) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind 0 Corner) (2) Side Cond. Broken (Wind 0 Corner) (2) Side Cond. Broken (Wind 9 Corner) (2) Side Cond. Broken (Wind @ Corner) 1P 1X 100 10 1P 10 1XY 11 1P 10 1XY 12 1P 1% 100 1Y 1P 10 1XY 11 1P 10 1XY 1Y 1P 10 102 lY Overturning Moment Summary For A13. Load Cases: 2P glP 101.351 2% g2P -54.910 2XY g3P -65.365 2Y g4P 96.372 2P glP 117.009 2% g2P -79.092 2XY g3P -95.169 2Y g4P 117.406 2P glP 135.834 2% g2P -28.943 2XY g3P -109.180 2Y g4P 61.948 2P glP 92.313 2% g2P 4.209 2XY g3P -62.437 2Y g4P 28.163 2P glP 96.371 2X g2P 17.180 2%Y g3P -65.218 2Y g4P 13.790 2P glP 99.689 2% g2P -6.833 2%Y g3P -53.050 2Y g4P 22.441 2P glP 105.038 2X g2P 4.844 2XY g3P -57.392 2Y 442 9.632 Load Case Transverse Longitudinal Resultant Moment Moment Moment (ft -k) (ft -k) (ft -k) NESC 2508 (Wind Transverse) NESC 250C (Wind Transverse) NESC 2500 (Wind 0 Corner) (2) Top Cond. Broken (Wind Transverse) (2) Top Cond. Broken (Wind 0 Corner) (2) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind 0 Corner) 6699.969 8564.216 7048.701 3758.484 3330.820 3830.786 3523.852 322.343 6707.719 327.655 8570.482 3171.977 7729.530 2752.006 4658.298 3454.258 4798.568 2593.234 4625.990 3295.431 4824.666 0.369 0.482 1.367 0.432 1.210 3.310 5.705 3.513 2.268 3.036 5.785 4.767 1.418 1.236 1.360 1.333 0.843 0.668 0.760 0.260 3.315 2.512 1.581 3.051 2.757 2.637 2.703 2.348 *** Overall summary for all load cases - Usage - Maximum Stress / Allowable Stress Printed capacities do not includethe strength factor entered for each load case. s The Group Summary reports on the member and load c e e that resulted in maximum usage which may not necessarily be the same as that which produces maximum force. 0.379 0.495 1.400 0.440 1.231 3.379 5.818 3.576 2.332 3.036 5.998 4.781 1.433 1.282 1.363 1.372 0.853 0.691 0.785 0.268 3.324 2.518 1.593 3.065 2.762 2.637 2.720 2.349 -0.096 -0.103 0.208 0.018 -0.056 - 0.221 0.214 0.043 2.231 2.115 4.450 4.243 - 1.408 - 0.939 - 0.710 - 1.296 -0.841 -0.366 0.326 -0.247 - 2.935 1.287 1.528 - 2.833 - 2.369 1.861 2.560 - 1.781 -0.367 -18.61 -18.86 0.484 10.21 -10.87 1.384 -12.21 -13.72 0.439 17.74 -18.69 1.229 -21.48 -23.37 3.372 14.68 -18.24 5.814 -17.55 -23.64 3.576 21.48 -25.71 0.678 -27.18 -26.33 2.178 3.22 -7.66 4.022 -24.29 -24.42 2.204 7.25 -14.02 0.267 -15.65 -17.81 0.872 0.10 -0.01 1.164 -10.79 -12.98 0.450 6.43 -5.73 0.139 -16.95 -18.43 0.586 -2.83 2.70 0.714 -12.32 -13.04 0.103 2.78 -2.70 1.561 -15.49 -20.51 2.164 -0.06 -3.43 - 0.451 -11.27 -9.57 - 1.171 6.92 -3.03 1.420 -17.03 -21.36 1.868 -2.76 -0.95 -0.917 -13.09 -9.91 - 1.531 3.55 -0.29 -97.83 52.85 62.75 -92.86 -112.63 75.62 90.68 -112.58 -130.48 27.89 103.77 -60.09 -89.23 -4.39 660.13 -26.85 -93.06 -16.74 62.71 -13.24 -96.38 6.42 50.97 -21.35 -101.46 -4.68 55.06 -9.25 CG Engineering - wa158 roxbury 1.0 Page 1/2 Group Summary (Congression Portion): Group Group Angle Label Desc. Type Angle Steel Max Usage Max Coag. Size Strength Usage Cont- Use Control rol In Member Cop. (ksi) 8 8 Cop. Comp. L/R Comp. Comp. Force Control Capacity Connect. Connect. Load Shear Bearing Case Capacity Capacity (kips) (kips) (kips) (kips) RLO RLI RLE L/R 0L/R Length Curve No. Cop. No. Of Member Bolts Cop. (ft) L1 LEG1 SAE 808X0.5 33.0 54.71 Comp 54.71 g1P-125.717NESC 250 L2 LEG2 SAE 82800.5625 33.0 62.58, Tens 47.49 o1900 -109.1425ESC 250 L3 LEG3 SAE 5X5X0.3125 33.0 32.87 Comp 32.87 c299P-27.617NESC 250 01 01191 SAU 623.550.375 33.0 38.15 Comp 38.15 9230-8.7678ESC 250 D2 DIA2 SAU 403X0.25 33.0 55.12 Comp 55.12 g60P -11.176(2) Side 03 DIA3 SAE 4X4X0.25 33.0 45.02 Comp 45.02 4702 -8.255(2) Side D4 DIA4 SAE 3.5%3.5X0.25 33.0 54.72 Comp 54.72 g77P -8.838(2) Side 05 DIA5 SAU 3.5X300.25 33.0 67.02 Comp 67.02 g92P -15.401(2) Side D6 D1A6 SAE 40420.3125 33.0 20.98 Comp 70.08 4218P -32.210(2) Side D7 DIA7 SAE 3.5%3.5X0.25 33.0,71 Tens 52.80 g2420 -22.972(2) Side 08 DIAB 5A11 2.502X0.3125 33.0 0.00 0.00 0.000 D9 DIA9 SAE 3.5%3.5X0.3125 33.0 33.72 Tens 32.78 g359P -7.532(2) Side Al 7.0191 SAE 3X300.25 33.0 53.81 Tens 45.45 g2832 -10.445(2) Top 27.462 22.980 31.500 damaging moment exists in the following members (make sure your system is well triangulated to minimisemoments): 192 A3N(2 SAE 3.5X3.510.25 33.0 50.75 Cop 50.75 g281P -21.579(2) Side 42.523 45.960 63.000 damaging moment exists in the following members (makes a your system i well triangulated to mL moments): 193 198943 SAE 2X2X0.1875 33.0 51.05 Tens 38.67 9335P -1.876(2) Top 4.852 22.980 23.625 194 97.844 SAE 2.502.5E0.25 33.0 32.52 Tens 22.57 g365P-2.0110E5C 250 8.910 22.980 31.500 damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): 195 7.0141 SAU 2.5X220.25 33.0 72.11 Tens 60.98 9337P -7.268(2) Side 11.919 22.980 31.500 01 0001 519E 50520.3125 33.0 29.00 Cop 29.00 933P -6.6659E56 250 26.465 22.980 39.375 damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): 02 0052 57.E 3E3E0.1875 33.0 65.44 Camp 65.44 g354P -7.869(2) Top 12.025 22.980 23.625 damaging moment exists in the following membgrx (make sure your system is well triangulated to minimize moments): H3 HOR3 SAE 2.582.500.1875 33.0 §2.4 --- Comp 82.41 g43P-5.657NESC 250 6.864 22.980 23.625 damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): 233.627 229.800 629.999 0.200 0.200 0.200 54.78 54.78 36.292 1 20 259.135 229.800 708.749 1.000 1.000 1.000 57.51 57.51 7.620 1 20 84.016 91.920 157.500 1.000 1.000 1.000 74.45 74.45 6.167 1 8 57.174 22.980 47.250 0.200 0.200 0.200 130.84 130.84 41.813 4 2 20.277 22.980 31.500 0.500 0.500 0.500 154.45 154.45 16.758 4 2 18.336 22.980 31.500 1.000 1.000 1.000 174.02 174.02 11.529 4 2 16.152 22.980 31.500 1.000 1.000 1.000 173.05 173.05 10.008 4 2 32.241 22.980 31.500 0.500 0.500 0.500 113.87 113.87 11.975 1 2 64.357 45.960 70.750 0.500 0.500 0.500 80.63 80.63 10.630 1 4 43.511 45.960 63.000 0.500 0.500 0.500 87.33 87.33 10.101 1 4 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.000 0 0 25.499 22.980 39.375 1.000 1.000 1.000 153.17 153.17 8.807 4 2 0.500 0.500 0.500 121.01 121.01 11.940 4 2 A potentially 92892 g291P g293P g295P '7 0.333 0.333 0.333 90.78 90.78 15.766 1 4 A potentially 1 t g277P g278P g281P g282P ne 0.500 0.500 0.500 204.65 204.65 13.438 4 2 ! 1.000 1.000 1.000 195.52 195.52 8.000 4 2 A potentially g290P g292P 9294P 9296P g364P .7 0.333 0.333 0.333 159.55 159.55 16.929 4 2/ 1.000 1.000 1.000 181.02 181.02 14.995 4 2 A potentially g31P g32P g33P g34P g35P 7? 1.000 1.000 1.000 161.07 161.07 8.000 4 2 A potentially g324P g32SP g326P g327P g328P g344P g352P 9353P s ' i 1.000 1.000 1.000 193.94 193.94 8.000 4 2A potentially j 944P 9332P g333P g334P g339P g340P g348P 7. Group Summary (Tension Portion): Group Group Angle Label Desc. Type Angle Steel Max :Maga Max Tension Tension Tension Net Tension Tension Tension Length No. No. Hole size Strength Usage Cont- Use Control Force Control Section Connect. Connect. Connect. Tens. Of Of Diameter col In Member Load Capacity Shear Bearing Rupture Member Bolts Holes Tens. Case Capacity Capacity Capacity Tens. (ksi) 8 8 (kips) (kips) (kips) (kips) (kips) (ft) (in) 11 12 L3 01 D2 D3 04 05 D6 D7 D8 D9 LEG1 LEG2 LEG3 DIA1 DIA2 DIA3 DIA4 DIA5 DIA6 DIA7 DIAB DIA9 SAE SAE SAE SAU SAU SAE SAE SAU SAE 8%8X0.5 80800.5625 50500.3125 6X3.5%0.375 4X3%0.25 4%4X0.25 3.503.5X0.25 3.5%3X0.25 40400.3125 33.0 54.71 Comp 49.71 g3P 99.485NESC 250 200.114 229.800 629.999 489.999 36.292 20 4.150 0.8125 33.0 62.58 Tens 62.58 91972 71.9068E52 250 255.069 114.900 354.374 393.749 7.620 10 2.080 0.8125 33.0 32.87 Comp 31.77 4308P 23.937(2) Side 75.356 91.920 157.500 175.000 6.167 8 0.000 0.8125 33.0 38.15 Comp 33.80 g24P 7.766NESC 250 70.383 22.980 47.250 42.223 41.813 2 0.000 0.8125 33.0 55.12 Comp 41.62 g55P 9.564NESC 250 34.547 22.980 31.500 28.223 25.239 2 0.000 0.8125 33.0 45.02 Comp 42.95 9622 9.867(2) Side 42.797 22.980 31.500 22.973 11.529 2 0.000 0.8125 33.0 54.72 Comp 51.78 9752 11.896(2) Side 36.609 22.980 31.500 22.973 10.008 2 0.000 0.8125 33.0 67.02 Comp 62.61 g910 14.383(2) Side 32.484 22.980 31.500 22.973 11.975 2 0.000 0.8125 33.0 70.08 Comp 56.50 g215P 22.157(2) Side 62.004 45.960 78.750 39.217 10.630 4 1.230 0.8125 SAE 3.523.500.25 33.0 71.90 Tens 71.90 g233P 22.559(2) Side 42.773 45.960 63.000 31.373 10.101 4 1.230 0.8125 SAU 2.50200.3125 33.0 0.00 0.00 0.000 0.000 0.000 0.000 0.000 0.000 0 0.000 0 SAE 3.5X3.5X0.3125 33.0 33.72 Tens 33.72 g360P 7.470(2) Side 45.762 22.980 39.375 22.154 8.807 2 0.000 0.8125 Al ARM1 SAE 30300.25 33.0 53.81 Tens 53.81 g284P 9.537(2) Top 30.422 22.980 31.500 17.723 11.940 2 0.000 0.8125 A potentially damaging women exists in the following members (make sure your system is well triangulated to minimize moments): 92892 g291P g293P 9295P A2 APM2 SAE 3.503.500.25 33.0 50.75 Cop 33.84 g282P 13.113(2) Side 38.754 45.960 63.000 82.353 35.766 4 0.000 0.8125 A potentially damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): g277P g278P g281P g282P oe A3 ARM3 SAE 25200.1875 33.0 51.05 Tens 51.05 g2880 6.786(2) Side 13.535 222.980 23.625 13.293 13.438 2 0.000 0.0125 A4 ARM4 SAE 2.502.500.25 33.0 32.52 Tens 32.52 g296P 5.764NESC 250 24.234 22.980 31.500 17.723 6.382 2 0.000 0.8125 A potentially damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): g290P 92922 g294P g2962 g364P A5 ARM1 SAU 2.502X0.25 33.0 72.11 Tens 72.11 g3380 12.781(2) Side 20.109 22.980 31.500 17.723 16.929 2 0.000 0.8125 01 HOR1 SAE 50500.3125 33.0 29.00 Cop 19.07 g30P 4.382(2) Side 68.965 22.980 39.375 36.458 14.995 2 0.000 0.8125 A potentially damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): g311, g32P g33P g34P g35P '+ H2 HOR2 SAE 30300.1875 33.0 65.44 Cop 29.36 g343P 6.422NESC 250 23.744 22.980 23.625 21.875 8.000 2 0.000 0.8125 A potentially damaging moment rY exists in the following members (make sure your system is well triangulated to minimize moments): g3240 g325P g326P g327P 9328P 9344P g352P 9353P ?' H3 5053 519E 2.502.500.1875 33.0 82.41 Cop 28.74 945P 5.224NESC 250 18.176 22.980 23.625 21.875 8.000 2 0.000 0.81250. potentially damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): g44P g332P g333P g334P 9339P g340P 9348P .. 1 Maximum Stress summary for Each Load Case Summary of Maximum Usages by Load Case: Load Case Maximum Element Element Osage 6 Label Type NESC 2500 (Wind Transverse) NESC 250C (Wind Transverse) NESC 2500 (Wind @ Corner) (2) Top Cond. Broken (Wind Transverse) (2) Top Cond. Broken (Wind @ Corner) (2) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind @ Corner) Summary of Insulator Usages: Insulator Insulator Maximum Label Type Usage 8 79.19 g43P Angle 82.41 g43P Angle 79.96 g43P Angle 65.18 g3540 Angle 65.44 g354P Angle 71.90 g233P Angle 72.11 9338P Angle Load Case Weight (lbs) I1 Suspension I2 Suspension I3 Suspension I4 Suspension I5 Suspension I6 Suspension 40.89 NESC 2508 (Wind Transverse) 40.89 NESC 250B (Wind Transverse) 40.89 NESC 2508 (Wind Transverse) 48.02 (2) Side Cond. Broken (Wind Transverse) 48.02 (2) Top Cond. Broken (Wind Transverse) 48.02 (2) Top Cond. Broken (Wind Transverse) •" Weight of structure (lbs): Weight of Angles'sectien DLF: Weight of Suspensions: Total: •00 End of Report 32952.4 2400.0 35352.4 CG Engineering - wa158 roxbury 1.0 400.0 400.0 400.0 400.0 400.0 400.0 Page 2/2 Combined Stress Analysis for Coax Attachment Compression Mark Member w/t wit Limit w/t < 25 wit < Limit L5 L8x8x0.5625 12.11 13.93 Ok Ok L4 L8x8x0.5 13.75 13.93 Ok Ok L3 L8x8x0.5 13.75 13.93 Ok Ok L2 L8x8x0.5 13.75 13.93 Ok Ok L1 L8x8x0.5 13.75 13.93 Ok Ok L (in) Ur Ur < 150 ? Ce Fe (ksi) 57.85 KUr is Lir 131.71 29.82 53.96 KL/r is Ur 131.71 30.23 53.84 KUr is Ur 131.71 30.24 51.82 KUr is Ur 131.71 30.45 54.78 KUr is Ur 131.71 30.15 Pe (kips) 258.81 234.28 234.38 235.95 233.63 Putt (k ps) % Capacity 0.423 0.467 0.465 0.465 0.538 Bending Mark Member My (heel) My (toe) My( Me+ Me- Mbheel Mbtoe Ma (ft -lbs) Mem(' (w12/12) Meppuri (Pab2/L2) Malt (ft -lbs) % Capacity L5 L8x8x0.5625 368.65 245.76 307.89 10366.94 1217.60 284.59 292.35 23715.45 100.62 2042.62 0.086 L4 L8x8x0.5 330.34 220.23 275.88 10264.77 885.38 250.15 258.72 20845.56 88.67 339.6 428.30 0.021 L3 L8x8x0.5 330.34 220.23 275.88 10308.97 885.71 250.16 258.73 20846.36 88.25 264.2 352.45 0.017 L2 L8x8x0.5 330.34 220.23 275.88 11060.29 890.91 250.31 258.83 20858.87 81.78 365.4 447.16 0.021 L1 L8x8x0.5 330.34 220.23 275.88 9984.74 883.25 250.08 258.68 20840.38 91.37 300.4 391.81 0.019 Combined Stress Mark Member Cm Pe%, Pey(kips) Unity Eqn 3.12-1 Unity Eqn 3.12-2 Status L5 L8x8x0.5625 1.00 1856.97 0.606 0.595 Member Adequate L4 L8x8x0.5 1.00 1780.69 0.511 0.508 Member Adequate L3 L8x8x0.5 1.00 1789.02 0.501 0.499 Member Adequate L2 L8x8x0.5 1.00 1930.67 0.511 0.508 Member Adequate L1 L8x8x0.5 1.00 1727.93 0.579 0.576 Member Adequate Tower wind pressure (psf) = 88.3 Appurtenance Area (ft2/ft) 0.5825 L5 L4 L3 L2 L1 Per frame attachment calculations Notes Coax Spacing trib) 1. Capacities based on ASCE Standard 10-97 2. M„ it = Mx = My (Assumes load applied to Z axis) 3. Overstresses up to 5% considered negligible. See note 4. 4. ANSI/TIA-222-G 3.4.1 requires local bending be considered, however this standard does not require that axial loads be considered simultaneaously. Based on this standard, these results are conservative since axial loads are the primary stress. 5. Coax spacing tributary to legs are based on site photographs. Tower climb and as-builts for as is condition was not performed. (a, b, & spacing for Moped determination) CG Engineering, Project: "wa158 roxbury 1.0" Tower Version 13.01, 8:26:22 AM Wednesday, October 08, 2014 Undeformed geometry displayed To? toz Anktimofi KE,'• "vvO 6‘44e&Lttadej, 64.1(..c (441,1 lav5e41,1- FrpCt" 1,c ecA tc-h- pa)- 4: tvi c, ,,f • ,,1/4,6! ettleAotel, 13 t71- (IGl')i� (►e-TH N�5 )- 4fS 'M co4,116,44,04 Per -0,44e Aitatc.L t ,( J, 4, 4, 1, y ,�w A 762 44.kri!s r uvke tvd �G� ify /1/7,44' f at‘5 cf`*0 • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By 1J{IZ Checked Date 1C181/ /8 (/ Date Scale Project W N GS R0020-51 Job No. tq`2. 16LL Sheet No. /1 r = 136,S 163, -"3 iL 'c/1 4 3c.3`2- t. i.,f�lf•, Ike i"av r�dta- p c.L "u ; r- - f,1 /, 75 5 i5 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description F 'cam TS By '011?._ Checked Date i G /s � Date `/ Scale Project jj Job No. Sheet No. l5 • TOWER - Analysis and Design - Copyright Power Line Systems, Inc. 1986-2013 • Project Name SCL Tower DU 0/34N - WA158 Roxbury Project Notes: AT&T Antenna Modifications, CG Project No. 14162.104 Project File : R:\ Wireless Projects\_2014 Wireless Projects\14162 Westower\104 00158 Roxbury\Analysis\wa158 roxbury 1.0.tow Date run 10:35:28 AM Wednesday, October 08, 2014 by : Tower Version 13.01 Licensed to CG Engineering Successfully performed nonlinear analysis XL/R value of 204.65 exceeds maximum of 200.00 for member "g2871?" > 10,/A value of 204.65 exceeds maximum of 200.00 for member "g2882" ?7 XL/R value of 204.65 exceeds maximum of 200.00 for member "g321P" > RL/R value of 204.65 exceeds MaltialUrn of 200.00 for member "g322P" > 11/R value of 204.65 exceeds maximum of 200.00 for member "g335P" > KL/II value of 204.65 exceeds maximum of 200.00 for member "g336P" > RL/R value of 231.65 exceeds maximum of 200.00 for member "g320P" ?? XL/R value of 231.65 exceeds maximm of 200.00 for member "g323P" ?? 1Q,/R value of 231.65 exceeds maximum of 200.00 for member "g324P" ? 1cL/R value of 231.65 exceeds maximum of 200.00 for member "5325P" > 141/R value of 231.65 exceeds maximum of 200.00 for member "g3260" 77 1Q./R value of 231.65 exceeds maximum of 200.00 for member "g3270" ?? 1Q,/R value of 231.65 exceeds maximum of 200.00 for member "g328P" 7? XL/R value of 231.65 exceeds maximum of 200.00 for member "g3291" ?. The model has 14 warnings. .. Nonlinear convergence parameters: Use Standard Parameters Member checkoption: ASCE 10 Connection rupture check: ASCE 10 Crossing diagonal check: ASCE 10 (Alternate Unsupported RLOUT = 1] Included angle check: None Climbing load check: None Redundant members checked with: Actual Force Hole distribution for members connected by both legs: symmetrical Joints Geometry: Joint symmetry X Coord. Y Coord. Z Coord. X Disp. Y Disp. Z Disp. X Rot. Y Rot. f Rot. Label Code (ft) (ft) (ft) Rest. Rest. Rest. Rost. Rest. Rest. 1P XY-Symmetry 21.69 21.88 0 Fixed Fixed Fixed Fixed Fixed Fixed 2P XY-Symmetry 14.99 14.99 35 Free Free Free Free Free Free 3P XY-Symmetry 11.51 11.51 55 Free Free Free Free Free Free 4P XY-symmetry 7.927 7.927 75.8 Free Free Free Free Free Free 5P XY-Symmetry 4 4 98 Free Free Free Free Free Free 6P XY-Symmetry 4 4 148.2 Free Free Free Free Free Free 7P None 0 0 154.9 Free Free Free Free Free Free BP None 0 15.25 105 Free Free Free Free Free Free 9P None 0 -19.25 105 Free Free Free Free Free Free 9AP Y -Symmetry 3.312 -9.25 107.6 Free Free Free Free Free Free 10P None 0 15.25 123.5 Free Free Free Free Free Free 11P None 0 -19.25 123.5 Free Free Free Free Free Free 11AP Y -Symmetry -3.312 -9.25 126.1 Free Free Free Free Free Free 12P None 0 15.25 142 Free Free Free Free Free Free 13P None 0 -19.25 142 Free Free Free Free Free Free 1X X-GenXY 21.69 -21.00 0 Fixed Fixed Fixed Fixed Fixed Fixed 1XY XY-GenXY -21.69 -21.88 0 Fixed Fixed Fixed Fixed Fixed Fixed 1Y Y-GenXY -21.69 21.8B 0 Fixed Fixed Fixed Fixed Fixed Fixed 2X X-GenXY 14.99 -14.99 35 Free Free Free Free Free Free 2XY XY-GenXY -14.99 -14.99 35 Free Free Free Free Free Free 2Y Y-GenXY -14.99 14.99 35 Free Free Free Free Free Free 3X X-GenXY 11.51 -11.51 55 Free Free Free Free Free Free 3XY XY-GenXY -11.51 -11.51 55 Free Free Free Free Free Free 3Y Y-GenXY -11.51 11.51 55 Free Free Free Free Free Free 4X X-GenXY 7.927 -7.927 75.8 Free Free Free Free Free Free 4XY XY-GOOXY -7.927 -7.927 75.8 Free Free Free Free Free Free 4Y Y-GenXY -7.927 7.927 75.8 Free Free Free Free Free Free 5% X-GenXY 4 -4 98 Free Free Free Free Free Free 500 00-Gen0Y -4 -4 98 Free Free Free Free Free Free 50 0-GenXY -4 4 98 Free Free Free Free Free Free 6% X-GenXY 4 -4 148.2 Free Free Free Free Free Free 6%Y 00-Gen2Y -4 -4 148.2 Free Free Free Free Free Free 60 Y-GenXY -4 4 148.2 Free Free Free Free Free Free 9AY Y -Gen -3.312 -9.25 107.6 Free Free Free Free Free Free 11.00 Y -Gen 3.312 -9.25 126.1 Free Free Free Free Free Free Secondary Joints: Joint Symmetry Origin End Fraction Elevation X Disp. Y Disp. Z Disp. Y Rot. Y Rot. Z Rot. Label Code Joint Joint Rest. Rest. Rest. Rest. Rest. Rest. (Et) 31,2S 0Y -Symmetry 3P 4P 0.666 0 Free Free Free Free Free Free 4/10 00 -Symmetry 4P 5P 0.333 0 Free Free Free Free Free Free 4125 00 -Symmetry 4P 5P 0.666 0 Free Free Free Free Free Free 5L10 00 -Symmetry 5P 6P 0 105 Free Free Free Free Free Free 5125 0Y -symmetry 5L1S 6P 0.1429 0 Free Free Free Free Free Free 5L3S 00-Symm¢etry 51.10 6P 0.2857 0 Free Free Free Free Free Free CG Engineering - wa158 roxbury 1.0 Page 1/33 5L4S XY-Symmetry 5L1S 6P 0.4286 0 Free Free Free Free Free Free 5L5S XY-Symmetry 5510 6P 0.5714 0 Free Free Free Free Free Free 5L6S XY-Symmetry 5111 6P 0.7143 0 Free Free Free Free Free Free 5175 XY-Symmetry 5L1S 6P 0.8571 0 Free Free Free Free Free Free 1015 Y -Symmetry 2P 2X 0.5 0 Free Free Free Free Free Free 11420 X -symmetry 2P 2Y 0.5 0 Free Free Free Free Free Free 2815 Y -Symmetry 3P 3X 0.5 0 Free Free Free Free Free Free 2025 X -Symmetry 32 3Y 0.5 0 Free Free Free Free Free Free 3010 0 -Symmetry 42 4X 0.5 0 Free Free Free Free Free Free 3025 X -Symmetry 4P 4Y 0.5 0 Free Free Free Free Free Free 352X X-GenXY 3P 4P 0.666 0 Free Free Free Free Free Free 3L2XY XY-GenXY 3P 4P 0.666 0 Free Free Free Free Free Free 3127 Y-GenXY 3P 42 0.666 0 Free Free Free Free Free Free 4110 X-GenXY 4P 52 0.333 0 Free Free Free Free Free Free 41103 XY-GenXY 4P 52 0.333 0 Free Free Free Free Free Free 4150 Y-GenXY 42 52 0.333 0 Free Free Free Free Free Free 4L2X X-GenXY 42 52 0.666 0 Free Free Free Free Free Free 41202 XY-GenXY 4P 52 0.666 0 Free Free Free Free Free Free 4127 Y-GenXY 4P 52 0.666 0 Free Free Free Free Free Free 5110 X-GenXY 52 6P 0 105 Free Free Free Free Free Free 511XY XY-GenXY 52 6P 0 105 Free Free Free Free Free Free 5110 Y-GenXY 52 6P 0 105 Free Free Free Free Free Free 512% X-GenXY 511S 62 0.1429 0 Free Free Free Free Free Free 552X7 XY-GenXY 5115 6P 0.1429 0 Free Free Free Free Free Free 5120 Y-GenXY 51.1S 6P 0.1429 0 Free Free Free Free Free Free 513% X-GenXY 5110 62 0.2857 0 Free Free Free Free Free Free 5L3XY XY-GenXY 5L15 6P 0.2857 0 Free Free Free Free Free Free 5L31 Y-GenXY 5115 6P 0.2857 0 Free Free Free Free Free Free 514X X-GenXY 5L1S 6P 0.4286 0 Free Free Free Free Free Free 514XY XY-GenXY 5510 6P 0.4286 0 Free Free Free Free Free Free 5L42 Y-GenXY 5115 6P 0.4286 0 Free Free Free Free Free Free 555X X-GenXY 511S 6P 0.5714 0 Free Free Free Free Free Free 555X7 07-GenXY 5115 62 0.5714 0 Free Free Free Free Free Free 5150 Y-GenXY 5110 6P 0.5714 0 Free Free Free Free Free Free 516X 0-GenXY 5115 6P 0.7143 0 Free Free Free Free Free Free 516X7 XY-Gen0Y 5110 62 0.7143 0 Free Free Free Free Free Free 516? Y-GenXY 5113 62 0.7143 0 Free Free Free Free Free Free 517X 11-Gen0Y 5110 6P 0.8571 0 Free Free Free Free Free Free 5L7XY 02-GenXY 5115 6P 0.8571 0 Free Free Free Free Free Free 517? Y-GenXY 5115 6P 0.8571 0 Free Free Free Free Free Free 1817 Y -Gen 2P 2X 0.0 0 Free Free Free Free Free Free 1H2X X -Gen 2P 2Y 0.5 0 Free Free Free Free Free Free 2810 Y -Gen 3P 3X 0.5 0 Free Free Free Free Free Free 2020 X -Gen 3P 3Y 0.5 0 Free Free Free Free Free Free 3011 Y -Gen 4P 4% 0.5 0 Free Free Free Free Free Free 3H2X X -Gen 4P 4Y 0.5 0 Free Free Free Free Free Free The model contains 35 primary and 52 secondary joints for a total of 87 joints. Steel Material Properties: Steel Modulus Yield Ultimate Member Member Member Member Member Member Material of Stress Stress A11. Stress A11. Stress Rupture Rupture Bearing Bearing Label Elasticity Sy Fu Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 Hyp. 1 Hyp. 2 (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) (ksi) A7 2.901004 33 56 0 0 0 0 0 0 Holt Properties: Holt Holt Hole Ultimate Default Default Shear Shear Label Diameter Diameter Shear End Holt Capacity Capacity Capacity Distance Spacing Hyp. 1 Hyp. 2 (in) (in) (kips) (in) (in) (kips) (kips) 3/4 OLD 0.75 0.8125 11.45 Number Bolts Used Hy Type: Holt Number Type Holts 3/4 OLD 1210 Angle Properties: 0 0 Angle Angle Long Short Thick. Unit Gross w/t Radius of Radius of Radius of Number Wind Short Long Optimize Section Type Size Leg Leg Weight Area Ratio Gyration Gyration Gyration of Width Edge Edge Cost Modulus Rs Ry Rs Angles Dist. Dist. Factor (in) (in) (in) (lbs/ft) (inA2) (in) (in) (in) (1n) (in) (in) (in^3) SAE 80800.5625 8 8 0.5625 29.6 8.68 12.11 2.5 2.5 1.59 8 0 0 1.0000 0 54E 80800.5 8 8 0.5 26.4 7.75 13.75 2.5 2.5 1.59 1 8 0 0 1.0000 0 SAE 50500.3125 5 5 0.3125 10.3 3.03 13.4 1.57 1.57 0.994 1 5 0 0 1.0000 0 SAE 40400.3125 4 4 0.3125 8.2 2.4 10.6 1.24 1.24 0.791 1 4 0 0 1.0000 0 518E 40400.25 4 4 0.25 6.6 1.94 13.5 1.25 1.25 0.795 1 4 0 0 1.0000 0 SAE 3.503.500.3125 3.5 3.5 0.3125 7.2 2.09 9 1.08 1.08 0.69 1 3.5 0 0 1.0000 0 SAE 3.5%3.500.25 3.5 3.5 0.25 5.8 1.69 11.5 1.09 1.09 0.694 1 3.5 0 0 1.0000 0 SAE 30300.25 3 3 0.25 4.9 1.44 9.75 0.93 0.93 0.592 1 3 0 0 1.0000 0 SAE 30300.1875 3 3 0.1875 3.71 1.09 13.33 0.939 0.939 0.596 1 3 0 0 1.0000 0 SAE 2.502.500.25 2.5 2.5 0.25 4.1 1.19 7.75 0.769 0.769 0.491 1 2.5 0 0 1.0000 0 SAE 2.502.500.1875 2.5 2.5 0.1875 3.07 0.902 10.67 0.778 0.778 0.495 1 2.5 0 0 1.0000 0 SAE 20200.1875 2 2 0.1875 2.44 0.71 8 0.617 0.617 0.394 1 2 0 0 1.0000 0 SAU 603.500.375 6 3.5 0.375 11.7 3.42 13.67 1.94 0.988 0.767 16 0 0 1.0000 0 SAU 40300.25 4 3 0.25 5.8 1.69 13.25 1.28 0.896 0.651 1 4 0 0 1.0000 0 SAU 3.50300.25 3.5 3 0.25 5.4 1.56 11.25 1.11 0.914 0.631 1 3.5 0 0 1.0000 0 SAU 2.50200.3125 2.5 2 0.3125 4.5 1.31 6 0.776 0.584 0.422 1 2.5 0 0 1.0000 0 SAU 2.502X0.25 2.5 2 0.25 3.62 1.06 7.75 0.784 0.592 0.424 1 2.5 0 0 1.0000 0 Angle Groups: Group Group Angle Angle Material Element Group Optimize Allow. Add. Label Description Type Size Type Type Type Group Angle Width Far Optimize (in) 1.1 LEG1 SAE 8%8X0.5 A7 Beam Leg None 0.000 L2 LEG2 SAE 80800.5625 A7 Beam Leg None 0.000 L3 LEG3 SAE 5%5X0.3125 A7 Beam Leg None 0.000 D1 DIA1 SAU 603.5X0.375 A7 Truss Other None 0.000 02 07A2 SAU 40300.25 A7 Truss Other None 0.000 D3 DIA3 SAE 4%4X0.25 A7 Truss Other None 0.000 D4 DIA4 SAE 3.5X3.5X0.25 A7 Truss Other None 0.000 D5 DIA5 SAU 3.5X3%0.25 A7 Truss Other None 0.000 D6 DIA6 SAE 40400.3125 A7 Truss Other None 0.000 D7 DIA7 SAE 3.5X3.500.25 A7 Truss Other None 0.000 D8 DIAS SAU 2.5%2X0.3125 A7 Truss Other None 0.000 D9 DIA9 SAE 3.5%3.5X0.3125 A7 Truss Other None 0.000 Al ARM1 SAE 3%3X0.25 A7 Beam Other None 0.000 A2 AR112 SAE 3.5%3.5X0.25 A7 Beam Other None 0.000 A3 ARM3 SAE 2X200.1875 A7 Beam Other None 0.000 04 ARM4 SAE 2.502.5X0.25 A7 Beam Other None 0.000 05 ARM1 SAU 2.5%2X0.25 A7 Beam Other None 0.000 H1 HOR1 SAE 5%5X0.3125 A7 Beam Other None 0.000 82 HOR2 SAE 30300.1875 A7 Beam Other None 0.000 03 HOR3 SAE 2.502.500.1875 A7 Beam Other None 0.000 Aggregate Angle Information: Note: Estimate of surface area reported for painting purposes, not wind loading. CG Engineering - wa158 roxbury 1.0 Page 2/33 Angle Angle Material Total Total Total Type Sire Type Length Surface Area Weight (ft) (ft^2) (lbs) SAE 8X800.5 A7 409.04 1090.76 10798.57 SAU 603.500.375 A7 334.23 529.20 3910.53 SAE 5115100.3125 A7 224.79 374.65 2315.35 SAE 2.5X2.500.1875 A7 159.42 132.85 489.41 SAU 403X0.25 A7 335.98 391.97 1948.67 58.E 424X0.25 A7 92.23 122.97 608.73 SAE 3.5X3.5080.25 A7 740.31 863.70 4293.80 SAU 3.5X3%0.25 A7 208.57 225.95 1126.26 SAE 4X4110.3125 A7 85.04 113.39 697.34 SAE 3X300.25 A7 115.04 115.04 563.72 SAE 2X2%0.1875 A7 80.63 53.75 196.74 SAE 2.5%2.5X0.25 A7 57.53 47.94 235.86 SAU 2.50250.25 A7 33.86 25.39 122.57 SAE 3.5403.5X0.3125 A7 35.23 41.10 253.64 SAE 8X800.5625 A7 91.53 244.08 2709.24 SAE 30300.1875 A7 188.04 188.04 697.63 sections: The adjustment factors below only apply to dead load and wind areas that are calculated for members in the model. They do not apply to equipment or to manually input dead load and drag areas. Section Joint Dead Transverse Longitudinal Transverse Longitudinal Af Flat Ar Round Transverse Longitudinal SAPS Angle SAPS Round Force Label Defining Load Drag x Area Drag x Area Area Factor Area Factor Factor Factor Drag x Area Drag x Area Drag a Area Drag x Area Solid Section Adjust. Factor Factor (CD From (CD From For Face For Face Factor Factor Factor Factor Faee Bottom Factor For Face For Face Code) Code) EIA Only EIA Only For 711 For A11 6 1.020 1.020 1.020 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 None 5 1.120 1.200 1.200 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 None 4 1.020 1.020 1.020 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 None 3 1.120 1.200 1.200 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 None 2 1.020 1.020 1.020 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 None 1 1.020 1.020 1.020 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 None Angle Member Connectivity: Member Droop Section Symmetry Origin End Enc. Rest. Ratio Ratio Ratio Bolt 8 ♦ Bolt g Shear Connect Short Long End Balt Shear Tension Rest. Label Label Label Code Joint Joint Code Code RL8 RLY RIB Type Bolts Poles Planes Leg Edge Edge Dist. Spacing Path Path Coef. Dist. Dist. Length Length (in) (1n) (in) (in) (in) lin) g1P L1 None 12 2P 1 0.2 0.2 0.2 3/4 OLD 20 4.15 Both 1.875 0 1.5 1.5 0 0 0 g21 11 None 1X 2X 1 0.2 0.2 0.2 3/4 OLD 20 4.15 0 Both 1.875 0 1.5 1.5 0 0 0 932 L3 None 1%Y 2XY 1 0.2 0.2 0.2 3/4 OLD 20 4.15 0 Both 1.875 0 1.5 1.5 0 0 0 g42 L1 None 1Y 2Y 1 0.2 0.2 0.2 3/4 OLD 20 4.15 0 Both 1.875 0 1.5 1.5 0 0 0 g5P L1 None 2P 3P 1 0.333 0.333 0.333 3/4 OLD 20 4.15 0 Both 1.875 0 1.5 1.5 0 0 0 g62 L1 None 2% 3X 1 0.333 0.333 0.333 3/4 OLD 20 4.15 0 Both 1.875 0 1.5 1.5 0 0 0 g7P L1 None 2XY 3XY 1 0.333 0.333 0.333 3/4 OLD 20 4.15 0 Both 1.875 0 1.5 1.5 0 0 0 g8P L1 None 2Y 3Y 1 0.333 0.333 0.333 3/4 OLD 20 4.15 0 Both 1.875 0 1.5 1.5 0 0 0 9218 01 None 1P 1X25 1 0.2 0.2 0.2 3/4 OLD 2 0 0 Short only 1.75 0 1.25 2 0 0 0 g222 D1 None lY 1H2S 1 0.2 0.2 0.2 3/4 OLD 2 0 0 Short only 1.75 0 1.25 2 0 0 0 g23P 01 - None 10 1011 1 0.2 0.2 0.2 3/4 0LD 2 0 0 Short only 1.75 0 1.25 2 0 0 0 g24P D1 None 1X1 1017 1 0.2 0.2 0.2 3/4 OLD 2 0 0 Short only 1.75 0 1.25 2 0 0 0 g25P D1 None 1X1 1020 1 0.2 0.2 0.2 3/4 OLD 2 0 0 Short only 1.75 0 1.25 2 0 0 0 9268 101 None 10 1H2X 1 0.2 0.2 0.2 3/4 OLD 2 0 0 Short only 1.75 0 1.25 2 0 0 0 g27P D1 None 10 1011 1 0.2 0.2 0.2 3/4 OLD 2 0 0 Short only 1.75 0 1.25 2 0 0 0 g28P D1 None 12 101S 1 0.2 0.2 0.2 3/4 OLD 2 0 0 Short only 1.75 0 1.25 2 0 0 0 g29P 01 None 2P 1X25 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 g302 H1 None 1025 2Y 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 9312 81 None 2Y 1017 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 9322 91 None 1911 2XY 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 9338 01 None 2XY 182X 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 9348 01 None 1020 2X 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 9352 H1 None 2X 1X15 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 9368 H1 None 1X15 2P 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 g432 H3 None 52 58 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 g442 H3 None 50 5X1 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 5452 H3 None 5XY 5X 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 g46P H3 None 5% 52 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 g472 H3 None 6P 6Y 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 948P 03 None 6Y 6X1 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 9492 H3 None 6XY 6% 1 1 1 1 3/4 ULD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 9508 03 None 6X 6P 1 1 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 2.5 0 0 0 g51P D2 None 2P 2X25 1 0.333 0.333 0.333 3/4 OLD 2 0 0 Short only 1.25 0 1.25 2.5 0 0 0 g52P D2 None 2Y 2H2S 1 0.333 0.333 0.333 3/4 OLD 2 0 0 Short only 1.25 0 1.25 2.5 0 0 0 g53P D2 None 2Y 2011 1 0.333 0.333 0.333 3/4 OLD 2 0 0 Short only 1.25 0 1.25 2.5 0 0 0 g54P D2 None 2XY 2H1Y 1 0.333 0.333 0.333 3/4 OLD 2 0 0 Short only 1.25 0 1.25 2.5 0 0 0 g552 D2 None 2XY 2H2X 1 0.333 0.333 0.333 3/4 OLD 2 0 0 Short only 1.25 0 1.25 2.5 0 0 0 g562 D2 Nene 2X 2X21 1 0.333 0.333 0.333 3/4 OLD 2 0 0 Short only 1.25 0 1.25 2.5 0 0 0 g572 D2 None 2X 2x15 1 0.33 0.333 0.333 3/4 OLD 2 0 0 Short only 1.25 0 1.25 2.5 0 0 0 8582 D2 None 22 2X15 1 0.333 0.333 0.333 3/4 OLD 2 0 0 Short only 1.25 0 1.25 2.5 0 0 0 g59P D2 None 2H2S 3L2Y 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9602 D2 None 2H2S 3L25 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9612 D3 None 3L2Y 3X25 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g62P D3 None 3L2S 3021 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g63P D2 None 2011 3L2Y 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g64P D2 None 201Y 3L2XY 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g652 D3 None 30.201 3811 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9662 D3 None 3L2Y 381Y 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 3.875 0 0 0 5672 D2 None 2020 3L2XY 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9688 D2 None 282% 3121 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9692 D3 None 31200 382% 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g708 D3 None 3L2X 3H2X 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g71P D2 None 2015 3L2X 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g72P 02 None 2X15 3L25 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g73P D3 None 3L25 3011 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g74P D3 None 312% 3015 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 5752 D4 None 3821 4111 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g76P D4 None 3025 4L1S 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9772 D4 None 3011 4011 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 5702 04 None 3007 4010Y 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g792 D4 None 302% 411XY 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9802 D4 None 3H2X 4L1X 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g81P D4 None 31111 4L1X 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g82P D4 None 3H1S 4L1S 1 1 1 1 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g832 05 None 4011 4L2Y 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9848 D5 None 411Y 4121 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g852 D5 None 401Y 4L2XY 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g862 D5 None 4L1XY 4L21 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g872 DS None 41115 4L2X 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9882 135 None 411X 412XY 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9892 D5 None 41.1X 4125 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 9900 D5 None 4111 412% 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g91P D5 None 4L25 51 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g92P D5 None 4L2Y 52 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g93P 05 None 4L2Y 5XY 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g94P D5 None 41200 5Y 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g95P 25 None 40201 5X 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g962 D5 None 4L2X 5XY 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g97P 05 None 4L2X 52 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 g982 05 None 4L25 5X 1 0.5 0.5 0.5 3/4 OLD 2 0 0 Short only 1.25 0 1.25 1.875 0 0 0 92118 D6 None 52 50.17 1 0.5 0.5 0.5 3/4 OLD 4 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 82122 D6 None 5Y 5115 1 0.5 0.5 0.5 3/4 OLD 4 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 82132 D6 None 5Y 5110Y 1 0.5 0.5 0.5 3/4 OLD 4 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 g2142 D6 None 5XY 5111 1 0.5 0.5 0.5 3/4 OLD 4 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 92158 D6 None 5XY 5110 1 0.5 0.5 0.5 3/4 OLD 4 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 52162 D6 None 5X 51107 1 0.5 0.5 0.5 3/4 OLD 4 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 CG Engineering - wa158 roxbury 1.0 Page 3/33 92170 D6 9218P D6 g219P D7 g220P 07 g221P D7 g222P D7 92230 07 g224P D7 g2250 D7 g226P D7 92270 D7 g228P D7 g229P D7 g230P D7 92310 D7 92320 D7 g233P D7 g234P 07 92350 D7 92360 D7 9237P D7 g238P D7 g239P D7 g240P D7 92410 D7 9242P D7 9243P D7 9244P D7 92450 D7 92460 07 9247P D7 92480 D7 g2490 D7 4250P D7 g251P D7 g252P D7 92530 D7 9254P D7 9255P D7 92560 D7 92570 D7 9258P D7 92590 D7 9260P 07 9261P D7 92620 D7 g263P D7 9264P D7 92650 07 g266P D7 92670 07 g268P 07 g269P D7 9270P 07 92710 D7 92720 D7 92730 D7 g274P D7 92750 Al g276P Al 92770 A2 92780 A2 9279P Al 92800 Al 9281E A2 92820 A2 92830 Al 92840 Al 92850 A2 92860 A2 g287P A3 9288P A3 g289P Al g290P 04 g291P Al 92920 04 92930 Al 9294P A4 g295P Al 92960 A4 g321P A3 93220 A3 g335P A3 93360 A3 g337P 05 93380 0.5 g357P D9 g358P D9 g359P D9 g3600 D9 g162P L1 91030 L1 9184P L1 91850 L1 91860 L1 g187P L1 91880 L1 91890 L1 g190P L2 g191P L2 91920 L2 g193P L2 g1940 L2 g195P L2 g196P L2 g197P L2 91980 L2 g199P L2 g2000 L2 92010 L2 9202P LI 9203P L1 92040 L1 92050 L1 9206P L3 g207P L3 9208P L3 9209P L3 g2100 L1 8297P L1 9298P L1 92990 L3 9300P L3 93010 L3 9302P L3 g303P L3 9304P L1 9305P L1 9306P 11 93070 L1 9308P L3 g3090 L3 None 5% 5L1S 1 None 5P 5110 1 None 5115 5L2Y 1 None 5110 5120 1 None 51100 5L2Y 1 None 5110 5L2XY 1 None 51100 512X 1 None 5110 512X0 1 None 5LIX 5120 1 None 5L1S 5L2X 1 None 5L2S 5L3Y 1 None 5L2Y 5135 1 None 5L2XY 5L3Y 1 None 5L2Y 5L3XY 1 None 5L2XY 5L3X 1 None 5120 51300 1 None 5L2X 5L3S 1 None 5L2S 5L3X 1 None 5L35 5L4Y 1 None 5L3Y 5141 1 None 5L3XY 5L4Y 1 None 5L3Y 51400 1 None 5L3XY 5L4X 1 None 5L30 5L4XY 1 None 5130 5L43 1 None 5L35 5140 1 None 5141 5L5Y 1 None 5L4Y 5155 1 None 5L4XY 5L5Y 1 None 5140 51501 1 None 51.4XY 5L5X 1 None 5L4X 5L5XY 1 None 514% 5155 1 None 5L4S 5150 1 None 5L55 5L6Y 1 None 515Y 5165 1 None 51.521 5L6Y 1 None 5L5Y 51600 1 None 51.50Y 5L6X 1 None 5150 5L6XY 1 None 5L5X 5165 1 None 5155 5160 1 None 5165 5173 1 None 5160 5171 1 None 5L6XY 5170 1 None 5L6Y 5L7XY 1 None 51600 517% 1 None 5L6X 5L7XY 1 None 5L6X 5175 1 None 5L60 5170 1 None 5175 6Y 1 None 5L7Y 6P 1 None 5L7XY 60 1 None 5L7Y 6XY 1 None 5L7XY 6X 1 None 5170 6XY 1 None 517X 6P 1 None 5171 6X 1 None 8P 5110 1 None 8P 5110 1 None 9P 5L1X 1 None 9P 5110Y 1 None 10P 5145 1 None 10P 50,4Y 1 None 11P 5140 1 None 11P 5L4XY 1 None 12P 5170 1 None 12P 5L7Y 1 None 13P 517% 1 None 13P 5L7XY 1 None 8P 5120 1 None 8P 5L2Y 1 None 9P 9AP 1 None 9AP 5L2X 1 None 9P 9AY 1 None 9AY 51200 1 None 11P 11AY 1 None 1100 5L5X 1 None 11P 11AP 1 None 11AP 5L5XY 1 None 10P 5151 1 None 10P 5L5Y 1 None 12P 6P I None 12P 6Y 1 None 13P 6X 1 None 13P 6%Y 1 None 6X 7P 1 None 6P 7P 1 None 6Y 7P 1 None 6XY 7P 1 None 3P 3L2S 1 None 3L2S 4P 1 None 3Y 3L2Y 1 None 3L2Y 4Y 1 None 3X0 3L2XY 1 None 3L2XY 4X0 1 None 3X 3L2X 1 None 3120 4X 1 None 4P 4110 1 None 4Y 4L10 1 None 4%Y 4L1%Y 1 None 4% 4L1X 1 None 4115 4125 1 None 4L10 4L2Y 1 None 4L1XY 4L2XY 1 None 4110 4120 1 None 4120 SP 1 None 4L2Y 5Y 1 None 41200 5X0 1 None 4L2X 5% 1 None 5P 5115 1 None 5111 5L2S 1 None 5125 5135 1 None 5L3S 5140 1 None 5145 51.55 1 None 5L5S 5165 1 None 5L6S 5170 1 None 5175 6P 1 None 5Y 5L1Y 1 None 5110 5L2Y 1 None 5121 5L3Y 1 None 5L3Y 5140 1 None 514Y 5L5Y 1 None 5L5Y 5L6Y 1 None 5L6Y 5L7Y 1 None 5L7Y 6Y 1 None 50Y 51100 1 None 5L1XY 51200 1 None 5L2XY 51320 1 None 5L3XY 51401 1 None 5L4XY 51500 1 None 5L5XY 51600 1 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.333 0.333 0.333 3/4 OLD 0.333 0.333 0.333 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.333 0.333 0.333 3/4 OLD 0.333 0.333 0.333 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.333 0.333 0.333 3/4 OLD 0.333 0.333 0.333 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 7 1 1 3/4 OLD 0.5 0.5 0.5 3/4 0LD 1 1 3/4 OLD 0.5 0.5 0.5 3/4 OLD 1 1 1 3/4 OLD 0.5 0.5 0.5 3/4 OLD 1 1 1 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.5 0.5 0.5 3/4 OLD 0.333 0.333 0.333 3/4 OLD 0.333 0.333 0.333 3/4 OLD 1 1 1 3/4 OLD 1 1 1 3/4 OLD 1 1 3/4 OLD 1 1 1 3/4 OLD 0.5 0.5 0.5 3/4 OLD 2 1 1 1 3/4 OLD 2 0.5 0.5 0.5 3/4 OLD 2 3 1 1 3/4 OLD 2 0.5 0.5 0.5 3/4 OLD 2 1 1 1 3/4 OLD 2 0.5 0.5 0.5 3/4 OLD 2 1. 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1. 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1 1 1 3/4 OLD 1 1 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1 1 1 3/4 OLD 2 1 1 1 1 1 1 1 1 3/4 OLD 1 1 3/4 OLD 1 CG Engineering - wa158 roxbury 1.0 1 1 1 1 1 3/4 OLD 1 1 3/4 OLD 2 1 1 1 1 1 1 3/4 OLD 1 1 3/4 OLD 1 1 1 1 1 1 3/4 OLD 1 1 3/4 OLD 2 1 1 1 1 1 1 3/4 OLD 1 1 3/4 OLD 1 1 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 0 0 1.23 0 Short only 1.25 0 1.25 1.5 0 a 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 0 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 0 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 0 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Both 1.5 0 2 2.25 0 0 0 O 0 Both 1.5 0 2 2.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Both 1.5 0 2 2.25 0 0 0 O 0 Both 1.5 0 2 2.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Both 1.5 0 2 2.25 0 0 0 O 0 Both 1.5 0 2 2.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 O 0 Short only 1.25 0 1.25 1.25 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.0B 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 Both 2.25 0 1.5 2 0 0 0 O 0 Both 2.25 0 1.5 2 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 Bath 2.25 0 1.5 2 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 Both 2.25 0 1.5 2 0 0 0 O 0 Both 2.25 0 1.5 2 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 Both 2.25 0 1.5 2 0 0 0 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 O 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O 0 Both 2.25 0 1.5 2 0 0 0 O 0 Both 2.25 0 1.5 2 0 0 0 O 0 0 0 0 0 0 0 0 Page 4/33 93104 L3 5 None 5L6XY 5L7XY 93114 L3 5 None 5L7XY 6X3 g312P L1 5 None 5% 5L1X g313P L1 5 None 5110 5L2X g314P L1 5 None 5L2X 5L3X 93154 11 5 None 5L30 5142 g3162 L3 5 None 5L4X 5L50 93172 L3 5 None 5152( 5162 9318P L3 5 None 5L60 5L7X g319P L3 5 None 5L7X 62 93204 82 2 None 3P 2825 93234 H2 2 None 2825 3Y g324P H2 2 None 3Y 2013 g325P 82 2 None 2513 3X3 93264 82 2 None 3X3 2822 g327P 82 2 None 282% 3X 9328P H2 2 None 3X 281S g329P 82 2 None 2535 3P 93304 83 3 None 4P 3025 93314 H3 3 None 3025 4Y 93324 83 3 None 4Y 301Y 93334 83 3 None 3812 403 93348 H3 3 None 4X3 3H2X g339P 83 3 None 382X 42 9340P H3 3 None 4X 3815 9341P H3 3 None 3015 4P 9342P 82 5 None 5L12 5115 g343P H2 5 None 5110 5L1Y 93444 82 5 None 5112 51153 9345P 82 5 None 5110? 5L1X 93464 83 5 None 5122 5125 93474 H3 5 None 5125 5122 93484 63 5 None 5L2Y 51201 0349P H3 5 None 51203 5120 93504 H2 5 None 5190 5145 93514 82 5 None 5140 5L42 93524 H2 5 None 5142 5140? 93534 82 5 None 51,425 5142 g354P 82 5 None 5170 5175 9355P H2 5 None 5L7S 517? 9356P 02 5 None 5175 5L7XY g361P 82 5 None 5L7XY 5170 93624 A4 5 None 5L5X 5L5S g363P A4 5 None 5155 5L52 9364P A4 5 None 5L52 5L5XY 0365P A4 5 None 51523 5152 Member Capacities and Overrides. 1 1 0 0 0 0 0 0 0 0 0 0 1 1 3/4 OLD 8 0 0 Both 2.25 0 1.5 2 0 0 0 1 1 3/4 OLD 20 2.08 0 Both 1.625 0 1.5 2.5 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 3/4 OLD 8 0 0 Both 2.25 0 1.5 2 0 0 0 1 1 3/4 OLD 8 0 0 Both 2.25 0 1.5 2 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 1 1 3/4 OLD 8 0 0 Both 2.25 0 1.5 2 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Short only 1.5 0 1.25 1.875 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 13/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 1 1 3/4 OLD 2 0 0 Both 1.25 0 1.25 2 0 0 0 Member Group Design Comp. Design Tension L/r Length L/r Connection Connection Het Rupture RTE End ATE Edge Override Override Override Override Override Override Warnings Label Label Comp. Control Tension Control Camp. Shear Bearing Section Tension Dist. Dist. Camp. Comp. Comp. Tension Tension Face or Errors Capacity Criterion Capacity Criterion Capacity Capacity Capacity Tension Capacity Tension Tension Capacity Capacity Control Capacity Control Member Capacity Capacity Capacity Onsup. Criterion Criterion ship (kips) (kips) (ft) (kips) (kips) (kips) (kips) (kips) (kips) (kip.) (kips) (kips) (kips) 41P 11 229.800 Shear 200.114 Net Sect 55 36.29 233.627 229.800 629.999 200.114 489.999 0.000 0.000 0.000 0.000 Automatic g2P 11 229.800 Shear 200.114 Net Sect 55 36.29 233.627 229.800 629.999 200.114 489.999 0.000 0.000 0.000 0.000 Automatic g3P 11 229.800 Shear 200.114 Net Sect 55 36.29 233.627 229.800 629.999 200.114 489.999 0.000 0.000 0.000 0.000 Automatic 94P 11 229.800 Shear 200.114 Net Sect 55 36.29 233.627 229.800 629.999 200.114 489.999 0.000 0.000 0.000 0.000 Automatic g5P L1 229.800 Shear 200.114 Net Sect 52 20.60 235.991 229.800 629.999 200.114 489.999 0.000 0.000 0.000 0.000 Automatic g6P 1.1 229.800 Shear 200.114 Net Sect 52 20.60 235.991 229.800 629.999 200.114 489.999 0.000 0.000 0.000 0.000 Automatic g7P 11 229.800 Shear 200.114 Net Sect 52 20.60 235.991 229.800 629.999 200.114 489.999 0.000 0.000 0.000 0.000 Automatic g68 11 229.800 Shear 200.114 Net Sect 52 20.60 235.991 229.800 629.999 200.114 489.999 0.000 0.000 0.000 0.000 Automatic g210 01 22.980 shear 22.980 Shear 131 41.75 57.353 22.980 47.250 70.383 42.223 0.000 0.000 0.000 0.000 Automatic g22P 01 22.980 Shear 22.980 Shear 131 41.75 57.353 22.980 47.250 70.3133 42.223 0.000 0.000 0.000 0.000 Automatic 023P 51 22.980 Shear 22.980 Shear 131 41.81 57.174 22.980 47.250 70.383 42.223 0.000 0.000 0.000 0.000 Automatic g24P D1 22.980 Shear 22.980 Shear 131 41.81 57.174 22.980 47.250 70.383 42.223 0.000 0.000 0.000 0.000 Automatic g25P DI 22.980 Shear 22.980 Shear 131 41.75 57.353 22.980 47.250 70.383 42.223 0.000 0.000 0.000 0.000 Automatic 9264 21 22.980 Shear 22.980 Shear 131 41.75 57.353 22.980 47.250 70.383 42.223 0.000 0.000 0.000 0.000 Automatic 9274 01 22.980 Shear 22.980 Shear 131 41.81 57.174 22.980 47.250 70.383 42.223 0.000 0.000 0.000 0.000 Automatic 9284 01 22.980 Shear 22.980 Shear 131 41.81 57.174 22.980 47.250 70.383 42.223 0.000 0.000 0.000 0.000 Automatic g29P 11 22.980 Shear 22.980 Shear 181 14.99 26.465 22.980 39.375 68.965 36.458 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "929P" controlled by RDis, not RBsh. 030P 81 22.980 Shear 22.980 Shear 181 14.99 26.465 22.980 39.375 68.965 36.458 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "930P" controlled by RDis, not RBsh. g31P 81 22.980 Shear 22.980 Shear 181 14.99 26.465 22.980 39.375 68.965 36.458 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "931P" controlled by RDis, not 813sh. g32P H1 22.980 Shear 22.980 Shear 181 14.99 26.465 22.980 39.375 68.965 36.458 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g32P" controlled by RDis, not 88sh. 933P 81 22.980 Shear 22.980 Shear 181 14.99 26.465 22.980 39.375 68.965 36.458 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g3312" controlled by RDis, not RBsh. 934P 81 22.980 Shear 22.980 Shear 181 14.99 26.465 22.980 39.375 68.965 36.458 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g34P" controlled by RDis, not RBsh. g35P 81 22.980 Shear 22.980 Shear 181 14.99 26.465 22.980 39.375 68.965 36.458 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g35P" controlled by RDis, not RBsh. 9364 81 22.980 Shear 22.980 Shear 181 14.99 26.465 22.980 39.375 68.965 36.458 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g36P" controlled by RDis, not 0800. g43P 03 6.864 L/r 18.176 Net Sect 194 8.00 6.864 22.980 23.625 18.176 21.875 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g43P" controlled by RDis, not RBsh. 944P 83 6.864 L/r 18.176 Net Sect 194 8.00 6.864 22.980 23.625 18.176 21.875 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "944P" controlled by RDis, not RBsh. g45P H3 6.864 L/r 18.176 Net Sect 194 8.00 6.864 22.980 23.625 18.176 21.875 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g45P" controlled by RDis, not 118sh. 946P H3 6.864 L/r 18.176 Net Sect 194 8.00 6.864 22.980 23.625 18.176 21.875 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g46P" controlled by RDis, not RBsh. 947P H3 6.864 L/r 18.176 Net Sect 194 8.00 6.864 22.980 23.625 18.176 21.875 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g47P" controlled by RDis, not RBsh. 948P 03 6.864 L/r 18.176 Net Sect 194 8.00 6.864 22.980 23.625 18.176 21.875 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "948P" controlled by RDis, not R8sh. 049P 113 6.864 L/r 18.176 Net Sect 194 8.00 6.864 22.980 23.625 18.176 21.875 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "949P" controlled by RDis, not Resh. g50P H3 6.864 1/8 18.176 Net Sect 194 8.00 6.864 22.980 23.625 18.176 21.875 0.000 0.000 0.000 0.000 Automatic Rupture capacity for member "g50P" controlled by RDis, not 128sh. 951P D2 20.153 L/r 22.900 Shear 155 25.24 20.153 22.980 31.500 34.547 28.223 0.000 0.000 0.000 0.000 Automatic g52P 02 20.153 L/r 22.980 Shear 155 25.24 20.153 22.980 31.500 34.547 28.223 0.000 0.000 0.000 0.000 Automatic 9534 02 20.153 L/r 22.980 Shear 155 25.24 20.153 22.980 31.500 34.547 28.223 0.000 0.000 0.000 0.000 Automatic 954P D2 20.153 1,/r 22.980 Shear 155 25.24 20.153 22.980 31.500 34.547 28.223 0.000 0.000 0.000 0,000 Automatic 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 CG Engineering - wa158 roxbury 1.0 Page 5/33 4550 02 20.153 L/r 22.980 Shear 155 25.24 20.153 22.980 31.500 34.547 28.223 0.000 0.000 0.000 0.000 0.000 Automatic g56P D2 20.153 1/8 22.980 Shear 155 25.24 20.153 22.980 31.500 34.547 28.223 0.000 0.000 0.000 0.000 0.000 Automatic 4570 D2 20.153 L/r 22.980 Shear 155 25.24 20.153 22.980 31.500 34.547 28.223 0.000 0.000 0.000 0.000 0.000 Automatic 958P D2 20.153 L/r 22.980 Shear 155 25.24 20.153 22.980 31.500 34.547 28.223 0.000 0.000 0.000 0.000 0.000 Automatic g59P D2 20.277 L/r 22.973 Rupture 154 16.76 20.277 22.980 31.500 34.547 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 4600 D2 20.277 L/r 22.973 Rupture 154 16.76 20.277 22.980 31.500 34.547 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g61P D3 18.336 L/r 22.973 Rupture 174 11.53 18.336 22.980 31.500 42.797 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g62P D3 18.336 L/r 22.973 Rupture 174 11.53 18.336 22.980 31.500 42.797 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g63P D2 20.277 L/r 22.973 Rupture 154 16.76 20.277 22.980 31.500 34.597 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g64P D2 20.277 L/r 22.973 Rupture 154 16.76 20.277 22.980 31.500 34.547 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g65P D3 18.336 L/r 22.973 Rupture 174 11.53 18.336 22.980 31.500 42.797 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 4660 D3 18.336 L/r 22.973 Rupture 174 11.53 18.336 22.980 31.500 42.797 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g670 D2 20.277 L/r 22.973 Rupture 154 16.76 20.277 22.980 31.500 34.547 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g68P D2 20.277 L/r 22.973 Rupture 154 16.76 20.277 22.980 31.500 34.547 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g69P D3 18.336 L/r 22.973 Rupture 174 11.53 18.336 22.980 31.500 42.797 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g700 D3 18.336 L/r 22.973 Rupture 174 11.53 18.336 22.980 31.500 42.797 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g71P 02 20.277 L/r 22.973 Rupture 154 16.76 20.277 22.980 31.500 34.547 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g72P D2 20.277 L/r 22.973 Rupture 154 16.76 20.277 22.980 31.500 34.547 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 9730 03 18.336 L/r 22.973 Rupture 174 11.53 18.336 22.980 31.500 42.797 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g740 03 18.336 L/o 22.973 Rupture 174 11.53 18.336 22.980 31.500 42.797 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g750 D4 16.152 L/r 22.973 Rupture 173 10.01 16.152 22.980 31.500 36.609 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g76P D4 16.152 L/r 22.973 Rupture 173 10.01 16.152 22.980 31.500 36.609 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g770 04 16.152 L/r 22.973 Rupture 173 10.01 16.152 22.980 31.500 36.609 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g78P D4 16.152 L/r 22.973 Rupture 173 10.01 16.152 22.980 31.500 36.609 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g79P D4 16.152 L/r 22.973 Rupture 173 10.01 16.152 22.980 31.500 36.609 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 9800 04 16.152 L/r 22.973 Rupture 173 10.01 16.152 22.980 31.500 36.609 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 0117 04 16.152 L/r 22.973 Rupture 173 10.01 16.152 22.980 31.500 36.609 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 4820 D4 16.152 L/r 22.973 Rupture 173 10.01 16.152 22.980 31.500 36.609 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g83P D5 22.980 Shear 22.973 Rupture 134 14.10 24.853 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 4840 05 22.980 Shear 22.973 Rupture 134 14.10 24.853 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g85P 85 22.980 Shear 22.973 Rupture 134 14.10 24.853 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g860 D5 22.980 shear 22.973 Rupture 134 14.10 24.853 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 4870 D5 22.980 Shear 22.973 Rupture 134 14.10 24.853 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 4880 05 22.980 Shear 22.973 Rupture 134 14.10 24.853 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g89P 1/5 22.980 Shear 22.973 Rupture 134 14.10 24.853 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 9900 D5 22.980 Shear 22.973 Rupture 134 14.10 24.853 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 9910 05 22.980 Shear 22.973 Rupture 114 11.97 32.241 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g92P 05 22.980 Shear 22.973 Rupture 114 11.97 32.241 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g93P 05 22.980 Shear 22.973 Rupture 114 11.97 32.241 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g94P 05 22.980 Shear 22.973 Rupture 114 11.97 32.241 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 4950 05 22.980 Shear 22.973 Rupture 114 11.97 32.241 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 9960 85 22.980 Shear 22.973 Rupture 114 11.97 32.241 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic 4970 05 22.980 Shear 22.973 Rupture 114 11.97 32.241 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g98P 05 22.980 Shear 22.973 Rupture 114 11.97 32.241 22.980 31.500 32.484 22.973 0.000 0.000 0.000 0.000 0.000 Automatic g2110 D6 45.960 Shear 39.217 Rupture 81 10.63 64.357 45.960 78.750 62.004 39.217 0.000 0.000 0.000 0.000 0.000 Automatic 42120 D6 45.960 Shear 39.217 Rupture 81 10.63 64.357 45.960 78.750 62.004 39.217 0.000 0.000 0.000 0.000 0.000 Automatic 42130 D6 45.960 Shear 39.217 Rupture 81 10.63 64.357 45.960 78.750 62.004 30.217 0.000 0.000 0.000 0.000 0.000 Automatic 92140 D6 45.960 Shear 39.217 Rupture 81 10.63 64.357 45.960 78.750 62.004 39.217 0.000 0.000 0.000 0.000 0.000 Automatic 92150 D6 45.960 Shear 39.217 Rupture 81 10.63 64.357 45.960 78.750 62.004 39.217 0.000 0.000 0.000 0.000 0.000 Automatic g2I6P D6 45.960 Shear 39.217 Rupture 81 10.63 64.357 45.960 78.750 62.004 39.217 0.000 0.000 0.000 0.000 0.000 Automatic 42170 D6 45.960 Shear 39.217 Rupture 81 10.63 64.357 45.960 78.750 62.004 39.217 0.000 0.000 0.000 0.000 0.000 Automatic g2180 D6 45.960 Shear 39.217 Rupture 81 10.63 64.357 45.960 78.750 62.004 39.217 0.000 0.000 0.000 0.000 0.000 Automatic 42190 07 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g220P D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 42210 D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g222P 27 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 42230 D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 42240 D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g225P D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g226P D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g227P 07 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g2280 D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 42290 87 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g2300 D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 42310 D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g2320 D7 43.511 1./r 31.373 P.upture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic CG Engineering - wa158 roxbury 1.0 Page 6/33 92330 D7 43.511 L/r 31.373 Rupture 07 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g234P D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g235P D7 43.511 L/1 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g236P D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 92370 D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 4238P D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g239P D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 9240P D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic g2410 D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 92420 D7 43.511 L/r 31.373 Rupture 87 10.10 43.511 45.960 63.000 42.773 31.373 0.000 0.000 0.000 0.000 0.000 Automatic 92430 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92440 07 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92450 D7 22.980 Shear 17,723 Rupture 87 10.10. 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92460 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0,000 0.000 0.000 0.000 0.000 Automatic g247P D7 22.960 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g248P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g249P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g250P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92510 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.960 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92520 D7 22.980 55e00 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92530 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92540 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g255P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 9256P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g257P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92580 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g259P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g260P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0,000 0.000 0.000 0.000 0.000 Automatic 92610 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92620 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g263P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g264P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92650 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g266P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g267P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92680 07 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92690 D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 4270P 07 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g271P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g272P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g273P D7 22.980 shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g274P D7 22.980 Shear 17.723 Rupture 87 10.10 43.511 22.980 31.500 36.609 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g275P Al 22.980 Shear 17.723 Rupture 121 11.94 27.462 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 9276P Al 22.980 Shear 17.723 Rupture 121 11.94 27.462 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g277P A2 42.523 L/r 38.754 Net Sect 91 15.77 42.523 45.960 63.000 38.754 82.353 0.000 0.000 0.000 0.000 0.000 Automatic 9278P 02 42.523 L/r 38.754 Net Sect 91 15.77 42.523 45.960 63.000 38.754 82.353 0.000 0.000 0.000 0.000 0.000 Automatic g279P Al 22.980 Shear 17.723 Rupture 121 11.94 27.462 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92800 Al 22.980 Shear 17.723 Rupture 121 11.94 27.462 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g281P A2 42.523 L/r 38.754 Net Sect 91 15.77 42.523 45.960 63.000 38.754 82.353 0.000 0.000 0.000 0.000 0.000 Automatic 92820 A2 42.523 L/t 38.754 Net Sect 91 15.77 42.523 45.960 63.000 38.754 82.353 0.000 0.000 0.000 0.000 0.000 Automatic 92830 Al 22.980 Shear 17.723 Rupture 121 11.94 27.462 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g284P Al 22.980 Shear 17.723 Rupture 121 11.94 27.462 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 4285P A2 42.523 L/r 38.754 Net Sect 91 15.77 42.523 45.960 63.000 38.754 82.353 0.000 0.000 0.000 0.000 0.000 Automatic 92860 A2 42.523 L/r 38.754 Net Sect 91 15.77 42.523 45.960 63.000 38.754 82.353 0.000 0.000 0.000 0.000 0.000 Automatic g287P 83 4.852 L/r 13.293 Rupture 205 13.44 4.852 22.980 23.625 13.535 13.293 0.000 0.000 0.000 0.000 0.000 Automatic RL/R value of 204.65 exceeds maximum of 200.00 for member "g287P" 9288P A3 4.852 L/r 13.293 Rupture 205 13.44 4.852 22.980 23.625 13.535 13.293 0.000 0.000 0.000 0.000 0.000 Automatic RL/R value of 204.65 exceeds maximum of 200.00 for member "g288P" 92890 Al 22.980 Shear 17.723 Rupture 110 10.85 30.953 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92900 A4 14.001 L/r 17.723 Rupture 156 6.38 14.001 22.980 31.500 24.234 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92910 Al 22.980 Shear 17.723 Rupture 110 10.85 30.953 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92920 A4 14.001 L/r 17.723 Rupture 156 6.38 14.001 22.980 31.500 24.234 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g293P Al 22.980 Shear 17.723 Rupture 110 10.85 30.953 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92940 A4 14.001 L/r 17.723 Rupture 156 6.38 14.001 22.980 31.500 24.234 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 92950 Al 22.980 Shear 17.723 Rupture 110 10.85 30.953 22.980 31.500 30.422 17.723 0.000 0.000 0.000 0.000 0.000 Automatic g296P A4 14.001 L/r 17.723 Rupture 156 6.38 14.001 22.980 31.500 24.234 17.723 0.000 0.000 0.000 0.000 0.000 Automatic 93210 A3 4.852 L/r 13.293 Rupture 205 13.44 4.852 22.980 23.625 13.535 13.293 0.000 0.000 0.000 0.000 0.000 Automatic RL/R value of 204.65 exceeds max of 200.00 for tuber "g3210" 9322P 93 4.852 L/r13.293 Rupture 205 13.44 4.052 22.980 23.625 13.535 13.293 0.000 0.000 0.000 0.000 0.000 Automatic 161./0 value of 204.65 exceeds maximum of 200.00 for member "g322P" .. CG Engineering - wa158 roxbury 1.0 Page 7/33 g335P A3 4.852 L/r 13.293 Rupture 205 13.44 4.852 22.980 23.625 13.535 13.293 0.000 0.000 0 000 0.000 Automatic RL/R value of 204.65 exceeds maximum of 200.00 for member "g335P" 93368 1.3 4.852 L/r 13.293Rupture 205 13.44 4.852 22.980 23.625 13.535 13.293 0.000 0.000 0.000 0.000 Automatic HL/R value of 204.65 exceeds maximi® of 200.00 for Oester "g336P" g337P A5 11.919 L/o 17.723 Rupture 160 16.93 11.919 22.980 31.500 20.109 17.723 0.000 0.000 0.000 0.000 Automatic g338P A5 11.919 L/r 17.723 Rupture 160 16.93 11.919 22.980 31.500 20.109 17.723 0.000 0.000 0.000 0.000 Automatic g357P D9 22.980 Shear 22.154 Rupture 153 8.81 25.499 22.980 39.375 45.762 22.154 0.000 0.000 0.000 0.000 Automatic 9358P D9 22.980 Shear 22.154 Rupture 153 8.81 25.499 22.980 39.375 45.762 22.154 0.000 0.000 0.000 0.000 Automatic 93598 D9 22.980 Shear 22.154 Rupture 153 8.81 25.499 22.980 39.375 45.762 22.154 0.000 0.000 0.000 0.000 Automatic g360P 09 22.980 Shear 22.154 Rupture 153 8.81 25.499 22.980 39.375 45.762 22.154 0.000 0.000 0.000 0.000 Automatic g182P 11 229.800 Shear 227.865 Net Sect 54 14.26 234.409 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic g183P 11 229.800 Shear 227.865 Net 5e01 54 7.15 234.281 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic g184P 1,1 229.800 Shear 227.865 Net Sect 54 14.26 234.409 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic 9185? 1.1 229.800 Shear 227.065 Net Sect 54 7.15 234.281 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic 9186? 11 229.800 Shear 227.865 Net Sect 54 14.26 234.409 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic 9187? 11 229.800 Shear 227.865 Net Sect 54 7.15 234.281 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic 9188? L1 229.800 Shear 227.865 Net Sect 54 14.26 234.409 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic 91898 11 229.800 Shear 227.865 Net Sect 54 7.15 234.281 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic 9190? L2 229.800 Shear 229.800 Shear 58 7.62 259.135 229.800 708.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic 9191? 1,2 229.800 Shear 229.800 Shear 58 7.62 259.135 229.800 708.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic 9192? 12 229.800 Shear 229.800 Shear 58 7.62 259.135 229.800 708.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic 9193? L2 229.800 Shear 229.800 Shear 58 7.62 259.135 229.800 708.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic g1942 12 229.800 Shear 229.800 Shear 58 7.62 259.135 229.800 708.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic g195P L2 229.800 Shear 229.800 55e40 58 7.62 259.135 229.800 708.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic 9196? L2 229.800 Shear 229.800 Shear 58 7.62 259.135 229.800 708.749 255.069 787.499 0.000 0.000 0,000 0.000 Automatic 9197? L2 114.900 Shear 114.900 Shear 58 7.62 259.135 114.900 354.374 255.069 393.749 0.000 0.000 0.000 0.000 Automatic g190P L2 229.800 Shear 229.800 Shear 58 7.64 258.971 229.800 708.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic 9199? L2 229.800 Shear 229.800 Shear 58 7.64 258.971 229.800 708.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic 9200P L2 229.800 Shear 229.800 Shear 58 7.64 258.971 229.800 708.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic g201P L2 229.800 Shear 229.800 Shear 58 7.64 258.971 229.800 706.749 255.069 787.499 0.000 0.000 0.000 0.000 Automatic 4202? 1,1 229.800 Shear 227.865 Net Sect 53 7.00 235.175 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic g203P 11 239.702 L/r 255.750 Net Sect 47 6.17 239.782 0.000 0.000 255.750 0.000 0.000 0.000 0.000 0.000 Automatic 9204P 11 239.782 L/r 255.750 Net Sect 47 6.17 239.782 0.000 0.000 255.750 0.000 0.000 0.000 0.000 0.000 Automatic 9205P 11 91.920 Shear 91.920 Shear 47 6.17 239.782 91.920 252.000 206.381 280.000 0.000 0.000 0.000 0.000 Automatic 9206P 13 84.016 L/r 75.356 Net Sect 74 6.17 64.016 91.920 157.500 75.356 175.000 0.000 0.000 0.000 0.000 Automatic 9207P L3 84.016 L/r 99.990 Net Sect 74 6.17 84.016 0.000 0.000 99.990 0.000 0.000 0.000 0.000 0.000 Automatic 0208P 13 84.016 L/r 99.990 Net Sect 74 6.17 84.016 0.000 0.000 99.990 0.000 0.000 0.000 0.400 0.000 Automatic 9209? L3 84.016 L/r 75.356 Net Sect 74 6.17 84.016 91.920 157.500 75.356 175.000 0.000 0.000 0.400 0.000 Automatic g210P 11 229.800 Shear 227.865 Net Sect 53 7.00 235.175 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic g297P 11 239.782 L/r 255.750 Net Sect 47 6.17 239.782 0.000 0.000 255.750 0.000 0.000 0.000 0.000 0.000 Automatic 9298? L1 239.782 L/r 255.750 Net Sect 47 6.17 239.782 0.000 0.000 255.750 0.000 0.000 0.000 0.000 0.000 Automatic g299P L3 84.016 L/r 75.356 Net Sect 74 6.17 84.016 91.920 157.500 75.356 175.000 0.000 0.000 0.400 0.000 Automatic 9300P L3 84.016 L/r 75.356 Net Sect 74 6.17 84.016 91.920 157.500 75.356 175.000 0.000 0.000 0.000 0.000 Automatic g301P L3 84.016 L/r 99.990 Net Sect 74 6.17 84.016 0.000 0.000 99.990 0.000 0.000 0.000 0-400 0.000 Automatic g3028 13 84.016 L/r 99.990 Net Sect 74 6.17 84.016 0.000 0.000 99.990 0.000 0.000 0.000 0.000 0.000 Automatic g303P L3 84.016 L/r 75.356 Net Sect 74 6.17 84.016 91.920 157.500 75.356 175.000 0.000 0.000 0.000 0.000 Automatic 9304P 11 229.800 Shear 227.865 Net Sect 53 7.00 235.175 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic 9305? L1 239.782 L/r 255.750 Net Sect 47 6.17 239.782 0.000 0.000 255.750 0.000 0.000 0.000 0_700 0.000 Automatic 4306P 11 239.782 L/r 255.750 Net Sect 47 6.17 239.782 0.000 0.000 255.750 0.000 0.000 0.000 0_000 0.000 Automatic g3078 11 91.920 Shear 91.920 Shear 47 6.17 239.782 91.920 252.000 206.381 280.000 0.000 0.000 0.000 0.000 Automatic 9308P L3 84.016 L/r 75.356 Net Sect 74 6.17 84.016 91.920 157.500 75.356 175.000 0.000 0.000 0.580 0.000 Automatic 9309P L3 84.016 L/r 99.990 Net Sect 74 6.17 84.016 0.000 0.000 99.990 0.000 0.000 0.000 0.000 0.000 Automatic g310P L3 84.016 L/r 99.990 Net Sect 74 6.17 84.016 0.000 0.000 99.990 0.000 0.000 0.000 0.000 0.000 Automatic 9311P L3 84.016 L/r 75.356 Net Sect 74 6.17 84.016 91.920 157.500 75.356 175.000 0.000 0.000 0.000 0.000 Automatic 9312? 11 229.800 Shear 227.865 Net Sect 53 7.00 235.175 229.800 629.999 227.865 699.999 0.000 0.000 0.000 0.000 Automatic g313P 11 239.782 L/r 255.750 Net Sect 47 6.17 239.782 0.000 0.000 255.750 0.000 0.000 0.000 0.000 0.000 Automatic 9314? 11 239.782 L/r 255.750 Net Sect 47 6.17 239.782 0.000 0.000 255.750 0.000 0.000 0.000 0.000 0.000 Automatic g315P 11 91.920 50e50 91.920 Shear 47 6.17 239.782 91.920 252.000 206.381 280.000 0.000 0.000 0.000 0.000 Automatic 0316P L3 84.016 L/r 75.356 Net Sect 74 6.17 84.016 91.920 157.500 75.356 175.000 0.000 0.000 0.000 0.000 Automatic 9317? L3 84.016 L/r 99.990 Net Sect 74 6.17 84.016 0.000 0.000 99.990 0.000 0.000 0.000 0.000 0.000 Automatic g318P L3 64.016 L/r 99.990 Net Sect 74 6.17 84.016 0.000 0.000 99.990 0.000 0.000 0.000 0.000 0.000 Automatic 9319? 13 84.016 L/r 75.356 Net Sect 74 6.17 84.016 91.920 157.500 75.356 175.000 0.000 0.000 0.000 0.000 Automatic 9320? H2 5.814 L/r 18.777 Rupture 232 11.51 5.814 22.980 23.625 22.816 18.777 0.000 0.000 0.000 0.000 Automatic RL/A value of 231.65 ax ceeds maximum of 200.00 for member "g320P" 9323P 82 5.814 L/r18.777 Rupture 232 11.51 5.814 22.980 23.625 22.816 18.777 0.000 0.000 0.000 0.000 Automatic RL/R value of 231.65 exceeds maximum of 200.00 for member "9323P" 9324P 82 5.814 L/r 18.777 Rupture 232 11.51 5.814 22.980 23.625 22.816 18.777 0.000 0.000 0.000 0.000 Automatic RL/R value of 231.65 a%e eeds max of 200.00 for member "9324P" g325P 02 5.814 L/r 18.777 Rupture 232 11.51 5.814 22.980 23.625 22.816 18.777 0.000 0.000 0.100 0.000 Automatic 10./R value of 231.65 exceeds maximum of 200.00 for member "g325P" 9326P 02 5.814 L/r 18.777 Rupture 232 11.51 5.814 22.980 23.625 22.816 18.777 0.000 0.000 0.300 0.000 Automatic RL/R value of 231.65 a%e eeds max of 200.00 for amber "53268" 9? 93272 02 5.814 L/r 18.777 Rupture 232 11.51 5.814 22.980 23.625 22.816 18.777 0.000 0.000 0.300 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 CG Engineering - wa158 roxbury 1.0 Page 8/33 Automatic AL/R value of 231.65 ax ceeds max of 200.00 for member "g327P" 7? 43282 02 5.814 L/r18.777 Rupture 232 11.51 5.814 22.980 23.625 22.816 18.777 0.000 0.000 0 00 0.000 Automatic RL/R value of 231.65 exceeds maximum of 200.00 for member "8328P" 7? g329P 82 5.814 L/r 18.777 Rupture 232 11.51 5.814 22.980 23.625 22.816 18.777 0.000 0.000 0.000 0.000 Automatic KL/It value of 231.65 exceeds maximum of 200.00 for member "g329P" 03302 H3 6.991 L/r 18.176 Net Sect 192 7.93 6.991 22.980 23.625 18.176 18.777 0.000 0.000 0.000 0.000 Automatic g331P 83 6.991 L/r 18.176 Net Sect 192 7.93 6.991 22.980 23.625 18.176 18.777 0.000 0.000 0.000 0.000 Automatic 03322 83 6.991 L/r 18.176 Net Sect 192 7.93 6.991 22.980 23.625 18.176 18.777 0.000 0.000 0.000 0.000 Automatic g333P 83 6.991 L/r 18.176 Net Sect 192 7.93 6.991 22.980 23.625 18.176 18.777 0.000 0.000 0..000 0.000 Automatic g334P H3 6.991 L/r 18.176 Net Sect 192 7.93 6.991 22.980 23.625 18.176 18.777 0.000 0.000 0.000 0.000 Automatic 0339P 83 6.991 L/r 18.176 Net Sect 192 7.93 6.991 22.980 23.625 18.176 18.777 0.000 0.000 0.000 0.000 Automatic g3400 83 6.991 L/r 18.176 Net Sect 192 7.93 6.991 22.980 23.625 18.176 18.777 0.000 0.000 0.000 0.000 Automatic g341P 83 6.991 L/r 18.176 Net Sect 192 7.93 6.991 22.980 23.625 18.176 18.777 0.000 0.000 0.000 0.000 Automatic g342P H2 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g343P 142 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g3442 82 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0..000 0.000 Automatic g345P H2 12.025 1/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g346P 83 6.864 L/r 18.342 Net Sect 194 8.00 6.864 22.980 23.625 18.342 21.875 0.000 0.000 0.000 0.000 Automatic g347P H3 6.864 L/r 18.342 Net Sect 194 8.00 6.864 22.980 23.625 18.342 21.875 0.000 0.000 0.000 0.000 Automatic g348P H3 6.864 L/r 18.342 Net Sect 194 8.00 6.864 22.980 23.625 18.342 21.875 0.000 0.000 0.000 0.000 Automatic g349P 03 6.864 L/r 18.342 Net Sect 194 8.00 6.864 22.980 23.625 18.342 21.875 0.000 0.000 0 00 0.000 Automatic g350P 82 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g3518 H2 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g352P 82 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g353P 82 12.025 L/o 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g354P 82 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.794 21.875 0.000 0.000 0.000 0.000 Automatic g355P H2 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g356P 82 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g361P 82 12.025 L/r 21.875 Rupture 161 8.00 12.025 22.980 23.625 23.744 21.875 0.000 0.000 0.000 0.000 Automatic g362P A4 8.910 L/r 22.980 Shear 196 8.00 8.910 22.980 31.500 24.102 29.167 0.000 0.000 0.000 0.000 Automatic g363P A4 8.910 L/r 22.980 Shear 196 8.00 8.910 22.980 31.500 24.102 29.167 0.000 0.000 0,1000 0.000 Automatic 9364P A4 8.910 L/r 22.980 Shear 196 8.00 8.910 22.980 31.500 24.102 29.167 0.000 0.000 08000 0.000 Automatic 0365P A4 8.910 L/r 22.980 Shear 196 8.00 8.910 22.980 31.500 24.102 29.167 0.000 0.000 0.000 0.000 Automatic The model contains 264 angle members. Sum of Dnfactored Dead Load and Drag Areas From Equipment, Input and Calculated: Joint Dead Y -Drag Y -Drag Label Load Area Area (kips) (ft42) (ft^2) 1P 0.968 31.126 31.080 2P 1.05 29.331 29.319 3P 0.503 12.891 12.891 4P 0.506 16.928 16.928 5P 0.382 11.449 11.949 6P 0.163 6.704 6.247 7P 0.127 4.577 4.577 8P 0.0913 4.951 2.225 9P 0.145 7.031 2.220 9AP 0.0397 1.953 0.905 10P 0.0913 4.951 2.225 11P 0.145 7.031 2.220 11AP 0.0397 1.953 0.905 12P 0.0913 4.951 2.225 13P 0.153 7.875 2.690 10 0.968 31.126 31.080 1XY 1.11 39.296 39.250 10 1.11 39.296 39.250 2X 1.05 29.331 29.319 2XY 1.27 42.131 42.119 2Y 1.27 42.131 42.119 3X 0.503 12.891 12.891 3XY 0.635 20.731 20.731 3Y 0.635 20.731 20.731 4X 0.231 5.678 5.678 4XY 0.563 20.248 20.248 4Y 0.563 20.248 20.248 5% 0.382 11.449 11.449 50Y 0.382 11.449 11.449 5Y 0.382 11.449 11.449 6X 0.177 7.348 6.400 6XY 0.177 7.348 6.400 6Y 0.163 6.704 6.247 9AY 0.0397 1.953 0.905 11AY 0.0397 1.953 0.905 3125 0.456 15.230 15.230 4110 0.635 21.938 21.938 4120 0.367 10.987 10.987 511S 0.378 12.106 11.200 5120 0.321 10.758 10.302 5130 0.28 8.856 8.856 5L4S 0.289 10.491 9.585 5L5S 0.23 9.217 8.760 5160 0.181 7.314 7.314 5170 0.24 9.720 8.814 1810 0.644 26.885 17.817 1825 0.643 17.835 26.835 21115 0.286 16.738 11.453 2825 0.286 11.453 16.738 3810 0.158 8.368 4.539 3820 0.158 4.539 8.368 3L2X 0.456 15.230 15.230 3L2XY 0.537 20.050 20.050 3L2Y 0.537 20.050 20.050 4110 0.36 10.688 10.688 41101 0.635 21.938 21.938 411Y 0.635 21.938 21.938 412% 0.367 10.987 10.987 4123? 0.367 10.987 10.987 41.27 0.367 10.987 10.987 5110 0.395 12.924 11.283 51103 0.395 12.924 11.283 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 CG Engineering - wa158 roxbury 1.0 Page 9/33 51.18 0.378 12.106 11.200 5L2X 0.318 10.350 10.067 5L2XY 0.318 10.350 10.067 5L2Y 0.321 10.758 10.302 5L3X 0.28 8.856 8.856 SL3XY 0.28 8.856 8.856 51.38 0.23 8.085 8.085 5L4X 0.306 11.309 9.668 5L4XY 0.306 11.309 9.668 5140 0.24 9.720 8.814 5L5X 0.227 8.808 8.525 5L5XY 0.227 8.808 8.525 515? 0.23 9.217 8.760 5L6X 0.181 7.314 7.314 5L6XY 0.181 7.314 7.314 5L6Y 0.181 7.314 7.314 5L7X 0.256 10.538 8.897 5L7XY 0.256 10.538 8.897 5L7Y 0.24 9.720 8.814 1810 0.644 26.885 17.817 102% 0.643 17.835 26.835 201? 0.286 16.738 11.453 2H2X 0.286 11.453 16.738 3810 0.158 8.368 4.539 3H2X 0.158 4.539 8.368 Total 33.9 1175.415 1126.833 Unadjusted Dead Load and Drag Areas by Section: Section Unfactored X -Drag Y -Drag X -Drag Y -Drag Label Dead Load Area All Area AIX Area Face Area Face (kips) (ft^2) (ft^2) lft^2) (ft^2) 6 0.254 9.154 9.154 4.577 4.577 5 9.808 364.794 316.577 151.779 125.187 4 4.398 131.584 131.584 52.642 52.642 3 3.842 128.442 128.442 50.149 50.149 2 3.688 126.043 126.043 49.487 49.487 1 8.979 273.998 273.633 101.329 101.182 Total 30.968 1034.015 985.433 409.963 383.224 Angle Member Weights and Surface Areas by Section: Section Unfactored Factored Unfactored Factored Label Weight Weight Surface Area Surface Area (kips) (kips) (ft^2) (11.2) 6 0.254 0.259 41.099 41.921 5 9.808 10.985 1705.414 1910.064 4 4.398 4.486 590.101 601.903 3 3.842 4.303 560.590 627.861 2 3.688 3.762 547.340 558.287 1 8.979 9.158 1116.250 1138.575 Total 30.960 32.952 4560.795 4878.612 Section Joint Information: Section Joint Joint Label Label Elevation (ft) 6% 148.167 7P 154.917 6P 148.167 6Y 148.167 6XY 148.167 6P 148.167 6Y 148.167 6XY 148.167 6% 148.167 50 98.000 5L1Y 105.000 58 98.000 5110 105.000 51.10Y 105.000 5XY 98.000 5110 105.000 5X 98.000 5L2Y 111.167 5L2S 111.167 5L2XY 111.167 5L2X 111.167 5L3Y 117.333 5L3S 117.333 5L3XY 117.333 5L3X 117.333 514? 123.500 5140 123.500 5L4XY 123.500 5142 123.500 5L5Y 129.667 5L5S 129.667 5L5XY 129.667 5L5X 129.667 5L6Y 135.833 5160 135.833 516X0 135.833 5L6X 135.833 5L78 142.000 5175 142.000 5L7XY 142.000 5L7X 142.000 8P 105.000 9P 105.000 100 123.500 11P 123.500 120 142.000 13P 142.000 9AP 107.604 9AY 107.604 11AY 126.104 11A0 126.104 50 98.000 58 98.000 5XY 98.000 5% 98.000 302S 75.802 4L18 83.194 4115 83.194 3010 75.802 4L1XY 83.194 3H2X 75.802 4L1X 83.194 3015 75.802 4L2Y 90.586 4L2S 90.586 4120? 90.586 412% 90.586 40 75.802 4Y 75.802 4X0 75.802 CG Engineering - wa158 roxbury 1.0 Page 10/33 A 10 4 4% 75.802 3 2825 55.000 3 3L2Y 68.854 3 3120 68.854 3 3X25 75.802 3 2H17 55.000 3 3L2XY 68.854 3 3810 75.802 3 2H2X 55.000 3 3L2X 68.854 3 382% 75.802 3 2015 55.000 3 3810 75.802 3 3P 55.000 3 4P 75.802 3 3Y 55.000 3 4Y 75.802 3 3XY 55.000 3 4XY 75.802 3 3X 55.000 3 4X 75.802 2 2P 35.000 2 30 55.000 2 2X 35.000 2 3X 55.000 2 2XY 35.000 2 3XY 55.000 2 2Y 35.000 2 3Y 55.000 2 2H2S 55.000 2 2010 55.000 2 2H2X 55.000 2 2010 55.000 1 1P 0.000 1 2P 35.000 1 1X 0.000 1 2X 35.000 1 1X4 0.000 1 2XY 35.000 1 10 0.000 1 2Y 35.000 1 1X25 35.000 1 1810 35.000 1 182X 35.000 1 1X15 35.000 Sections Information: Section Top Bottom Joint Member Tran. Paco Tran. Face Tran. Face Long. Face Long. Face Long. Face Label E S Count Count Top Width Hot Width Gross Area Top Width Hot Width Gross Area (ft) (ft) (ft) (ft) (ft^2) (ft) (ft) (£t^2) 6 154.917 148.167 5 4 0.00 8.00 27.000 0.00 8.00 27.000 5 148.167 98.000 46 14B 8.00 8.00 401.333 8.00 8.00 624.505 4 98.000 75.802 20 40 8.00 15.85 264.756 8.00 15.85 264.756 3 75.802 55.000 20 32 15.85 23.01 404.232 15.85 23.01 404.232 2 55.000 35.000 12 20 23.01 29.99 530.000 23.01 29.99 530.000 1 35.000 0.000 12 20 29.99 43.38 1283.880 29.99 43.75 1290.443 Manually Input Dead Loads and Drag Areas: Load Attach Vertical Transverse Longitudinal Point Point Dead Wind Wind Label Load Area Area (kips) (ft"2) (ft"2) Sector "A" Bot. 400 0.275 11.250 11.250 Sector "C" Bot. 4Y 0.275 11.250 11.250 Sector "B" Bot. 40 0.275 11.250 11.250 Sector "A" Top 41100 0.275 11.250 11.250 Sector "C" Top 4110 0.275 11.250 11.250 Sector "B" Top 4115 0.275 11.250 11.250 Coax 10 104 0.138 8.170 8.170 Coax 2x 2XY 0.216 12.800 12.800 Coax 3x 3XY 0.132 7.840 7.840 Coax 4x 3L2XY 0.081 4.820 4.820 Coax 5x 4XY 0.056 3.320 3.320 Coax 10 10 0.130 8.170 8.170 Coax 2S 2Y 0.216 12.800 12.800 Coax 3S 3Y 0.132 7.840 7.840 Coax 4S 3L2Y 0.081 4.820 4.820 Coax 50 4Y 0.056 3.320 3.320 Total 2.898 141.400 141.400 "+ Insulator Data Suspension Properties: Label Stock Length Weight Wind Tension Top Rect Top Rect Hot. Hent Bot. Rect Vert. Beet Vert. Beet Humber Area Capacity Width Height Width Height Width Height (ft) (lbs) (ft^2) (lbs) (ft) (ft) (ft) (ft) (ft) (ft) SUSP-DBL EX6 6.92 400 0 2e+004 0 0 0 Suspension Insulator Connectivity: Suspension Structure Tip Property Cond. 1 Cond. 1 Cond. 2 Cond. 2 Cond. 3 Cond. 3 Cond. 4 Cond. 4 Min. Required Label Attach Label Set Minimum Maximum Maximum Maaim� x'Maximum Vertical Load Swing Swing Swing Swing Swing Swing Swing Swing (uplift) (deg) (deg) (deg) (deg) (deg( (deo) (deg) (deg) (lb.) I1 80 IL1A SUSP-DBL EX6 -45.00 45.00 -45.00 45.00 -45.00 45.00 -180.00 180.00 No Limit 12 9P IL2A SUSP-DBL EX6 -45,00 45.00 -45.00 45.00 -45.00 45.00 -180.00 180.00 No Limit I3 1011 IL3A SUSP-DBL EX6 -45.00 45.00 -45.00 45.00 -45.00 45.00 -180.00 180.00 No Limit I4 1111 IL4A SUSP-DBL EX6 -45.00 45.00 -45.00 45.00 -45.00 45.00 -180.00 180.00 No Limit I5 120 IL5A SUSP-DBL EX6 -45.00 45.00 -45.00 45.00 -45.00 45.00 -180.00 180.00 No Limit I6 13P IL6A SU5P-DBL EX6 -45.00 45.00 -45.00 45.00 -45.00 45.00 -180.00 180.00 No Limit CG Engineering - wa158 roxbury 1.0 Page 11/33 Loads Data Loads from file: r:\_w re1ess projects\_2014 wireless projects\14162 westower\104 wa158 roxbury\analysis\wa158 roxbury 1.0.1Ca Insulator dead and wind loads are already included in the point loads printed below. Loading Method Parameters: Structure Height Summary (used for calculating wind/ice adjust with height): 2 of ground for wind height adjust 0.00 (ft) and structure 2 coordinate that will be put on the centerline ground profile in PLS-CADD. Ground elevation shift 0.00 (ft) Z of ground with shift 0.00 (ft) Z of structure top (highest joint) 154.92 (ft) Structure height 154.92 (ft) Structure height above ground 154.92 (ft) Vector Load Cases: Load Case Dead Wind S£ for SO for SO foe 5F For Point Wind/Ice Trans. Longit. Ice Ice Temperature Joint Description Load Area Steel Poles Guys Instils. Found. Loads Model Wind Wind Thick. Density Displ. Factor Factor Tubular Arms and Pressure Pressure and Towers Cables (psf) (psf) (in)(lbs/ft43) (deg F) NESC 250B (Wind Transverse) 1.5000 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 32 0 0.000 56.000 60.0 [SCSI 250C (Wind Transverse) 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 90.5 0 0.000 56.000 60.0 NESC 250C (Wind 9 Corner) 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 64 64 0.000 56.000 60.0 (2) Top Cond. Broken (Wind Transverse) 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 22.4 0 0.000 56.000 60.0 (2) Top Cond. Broken (Wind 9 Corner) 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 15.8 15.8 0.000 56.000 60.0 (2) Side Cond. Broken (Wind Transverse) 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 22.4 0 0.000 56.000 60.0 (2) Side Cond. Broken (Wind @ Corner) 1.2500 1.0000 1.00000 1.0000 1.0000 1.0000 6 loads Wind on Face 15.8 15.8 0.000 56.000 60.0 Point Loads for Load Case "NESC 2503 (Wind Transverse)": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) ILIA 3553 7351 478 IL2A 3553 7351 478 IL3A 3553 7351 478 IL4A 3553 7351 476 IL5A 3553 7351 478 IL6A 3553 7351 478 Section Load Case Information (Standard) for "NESC 2503 (Wind Transverse)": Section t a Ave. Res_ Tran Iran Txan Long Long Long Ice Total Label of of Elev. Adj. Adj. Drag Wind Adj. Drag Wind Weight Weight Top Bottom Above Wind Wind Coot Load Wind Coef Load Ground Pres. Pres. Pres. (ft) (ft) (ft) (psf) (psf) (lbs) (psf) (lbs) (lbs) (lbs) 6 154.92 148.17 151.54 32.00 32.00 1.020 149.4 0.00 1.020 0.0 0 388 5 148.17 98.00 123.08 32.00 32.00 1.200 4807.2 0.00 1.200 0.0 0 16478 4 98.00 75.80 86.90 32.00 32.00 1.020 1718.2 0.00 1.020 0.0 0 6729 3 75.80 55.00 65.40 32.00 32.00 1.200 1925.7 0.00 1.200 0.0 0 6454 2 55.00 35.00 45.00 32.00 32.00 1.020 1615.2 0.00 1.020 0.0 0 5643 1 35.00 0.00 17.50 32.00 32.00 1.020 3302.6 0.00 1.020 0.0 0 13737 Point Loads fox Load Case "NESC 250C (Wind Transverse)": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (Lbs) (lbs) ILIA 2349 6654 478 IL2A 2349 6654 478 IL3A 2349 6654 478 I1.48 2349 6654 478 IL5A 2349 6654 478 IL6A 2349 6654 478 Section Load Case Information (Standard) for "NESC 250C (Wind Transverse)": Section r E Ave. Res. Tran Tran Tran Long Long Long Ice Total Label of of Elev. Adj. Adj. Drag Wind Adj. Drag Wind Weight Weight Top Bottom Above Wind Wind Coef Load Wind Coef Load Ground Pres. Pres. Pres. (ft) (ft) (ft) (p50) (psf) (lbs) (psf) (lbs) (lbs) (lbs) 6 154.92 148.17 151.54 90.50 90.50 1.020 422.5 0.00 1.020 0.0 0 323 5 148.17 98.00 123.08 90.50 90.50 1.200 13595.2 0.00 1.200 0.0 0 13731 4 98.00 75.80 86.90 90.50 90.50 1.020 4859.4 0.00 1.020 0.0 0 5608 3 75.80 55.00 65.40 90.50 90.50 1.200 5446.2 0.00 1.200 0.0 0 5378 2 55.00 35.00 45.00 90.50 90.50 1.020 4568.1 0.00 1.020 0.0 0 4702 1 35.00 0.00 17.50 90.50 90.50 1.020 9340.1 0.00 1.020 0.0 0 11448 Point Loads for Load Case "NESC 250C (Wind 0 Corner)": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) IL1A 2350 6056.3 478 0028 2350 6056.3 478 IL3A 2350 6056.3 478 IL4A 2350 6056.3 478 IL5A 2350 6056.3 478 ILEA 2350 6056.3 478 Section Load Case Information (Standard) for "NESC 250C (Wind 0 Corner)": Section E Ave. Res. Tran Tran Tran Long Long Long Ice Total Label of of Elev. Adj. Adj. Drag Wind Adj. Drag Wind Weight Weight Top Bottom Above Wind Wind Coef Load Wind Coef Load Ground Pres. Pres. Pres. (ft) (ft) (ft) (psf) (psf) (lbs) (psf) (lbs) (lbs) (IDs) 6 154.92 148.17 151.54 90.51 64.00 1.020 298.8 64.00 1.020 298.8 0 323 5 148.17 98.00 123.08 90.51 64.00 1.200 9614.3 64.00 1.200 11656.6 0 13131 4 98.00 75.80 86.90 90.51 64.00 1.020 3436.5 64.00 1.020 3436.5 0 5608 3 75.80 55.00 65.40 90.51 64.00 1.200 3851.5 64.00 1.200 3851.5 0 5378 2 55.00 35.00 45.00 90.51 64.00 1.020 3230.5 64.00 1.020 3230.5 0 4702 1 35.00 0.00 17.50 90.51 64.00 1.020 6605.2 64.00 1.020 6614.8 0 11448 Point Loads for Load Case "(2) Top Cond. Broken (Wind Transverse)": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) ILIA 2961 4573 478 IL2A 2961 4573 478 IL3A 2961 4573 478 IL4A 2961 4573 478 IL5A 1838 2803 9000 CG Engineering - wa158 roxbury 1.0 Page 12/33 IL6A 1838 2803 9000 Section Load Case Information (Standard) for "(2) Top Cond. Broken (Wind Transverse)") Section E S Ave. Res. Tran Tran Tran Long Long Long Ice Total Label of of Elev. Adj. Adj. Drag Wind Adj. Drag Wind Weight Weight Top Bottom Above Wind Wind Coef Load Wind Coef Load Ground Pres. Pros. Pres. (ft) (ft) (ft) (psf) (psf) (lbs) (paf) (lbs) (lbs) (lbs) 6 154.92 148.17 151.54 22.40 22.40 1.020 104.6 0.00 1.020 0.0 0 323 5 148.17 98.00 123.08 22.40 22.40 1.200 3365.0 0.00 1.200 0.0 0 13731 4 98.00 75.80 86.90 22.90 22.40 1.020 1202.8 0.00 1.020 0.0 0 5608 3 75.80 55.00 65.40 22.40 22.40 1.200 1348.0 0.00 1.200 0.0 0 5378 2 55.00 35.00 45.00 22.40 22.40 1.020 1130.7 0.00 1.020 0.0 0 4702 1 35.00 0.00 17.50 22.40 22.40 1.020 2311.8 0.00 1.020 0.0 0 11448 Point Loads for Load Case "42) Top Cond. Broken (Wind @ Corner)": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) ILIA 2961 4315 478 IL2A 2961 4315 478 IL3A 2961 4315 478 IL419 2961 4315 478 IL5A 1838 2653 9000 IL6A 1838 2653 9000 Section Load Case Information (Standard) for "(2) Top Cond. Broken (Wind @ Corner)": Section L E Ave. Res. Iran Than Iran Long Long Lang Ice Total Label of of Elev. Adj. Adj. Drag Wind Adj. Drag Wind Weight Weight Top Bottom Above Wind Wind Coef Load Wind Coef Load Ground Pres. Pres. Pres. (ft) (ft) (ft) (psf) (psf) (lbs) (psf) (lbs) (lbs) (lbs) 6 154.92 148.17 151.54 22.34 15.80 1.020 73.8 15.80 1.020 73.8 5 148.17 98.00 123.08 22.34 15.80 1.200 2373.5 15.80 1.200 2877.7 4 98.00 75.80 86.90 22.34 15.80 1.020 848.4 15.80 1.020 848.4 3 75.80 55.00 65.40 22.34 15.80 1.200 950.8 15.80 1.200 950.8 2 55.00 35.00 45.00 22.39 15.80 1.020 797.5 15.80 1.020 797.5 1 35.00 0.00 17.50 22.34 15.80 1.020 1630.7 15.80 1.020 1633.0 Point Loads for Load Case "(2) Sida Cond. Broken (Wind Transverse)": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (ibs) IL1A 2961 4573 478 IL2A 2961 4573 478 IL3A 2961 4573 478 0140 1838 2803 9000 IL5A 2961 4573 478 IL60 1838 2803 9000 O 323 0 13731 0 5608 O 5378 O 4702 O 11448 Section Load Case Information (Standard) for "(2) Side Cond. Broken (Wind Transverse)": Section a 0 Ave. Res. Tran Tran Tran Long Long Long Ice Tote/ Label of of Elev. Adj. Adj. Drag Wind Adj. Drag Wind Weight Weight Top Bottom Above Wind Wind Coef Load Wind Coef Load Ground Pres. Pres. Pres. (ft) (ft) (ft) (psf) (psf) (lbs) (psf) (lbs) (lbs) (lbs) 6 154.92 148.17 151.54 22.40 22.40 1.020 104.6 0.00 1.020 0.0 5 148.17 98.00 123.08 22.40 22.40 1.200 3365.0 0.00 1.200 0.0 4 98.00 75.80 86.90 22.40 22.40 1.020 1202.8 0.00 1.020 0.0 3 75.80 55.00 65.40 22.40 22.40 1.200 1348.0 0.00 1.200 0.0 2 55.00 35.00 45.00 22.40 22.40 1.020 1130.7 0.00 1.020 0.0 1 35.00 0.00 17.50 22.40 22.40 1.020 2311.8 0.00 1.020 0.0 Point Loads for Load Case "(2) Side Cond. Broken (Wind @ Corner)": Joint Vertical Transverse Longitudinal Load Label Load Load Load Comment (lbs) (lbs) (lbs) ILIA 2961 4573 478 IL2A 2961 4573 478 IL3A 2961 4573 478 IL4A 1838 2653 9000 IL5A 2961 4573 478 IL6A 1838 2653 9000 O 323 O 13731 O 5608 O 5378 O 4702 O 11448 Section Load Case Information (Standard) for "(2) Side Cond. Broken (Wind @ Corner)": Section S 0 Ave. Res. Iran Tran Iran Long Long Long Ica Total Label of of Elev. Adj. Adj. Drag Wind Adj. Drag Wind Weight Weight Top Bottom Above Wind Wind Coef Load Wind Coef Load Ground Pres. Pres. Pres. (ft) (ft) (ft) (psf) (psf) (lbs) (paf) (lbs) (lbs) (lbs) 6 154.92 148.17 151.54 22.34 15.80 1.020 73.8 15.80 1.020 73.8 0 323 5 148.17 98.00 123.08 22.34 15.80 1.200 2373.5 15.80 1.200 2877.7 0 13731 4 98.00 75.80 86.90 22.39 15.80 1.020 848.4 15.80 1.020 848.4 0 5608 3 75.80 55.00 65.40 22.34 15.80 1.200 950.8 15.80 1.200 950.8 0 5378 2 55.00 35.00 45.00 22.34 15.80 1.020 797.5 15.80 1.020 797.5 0 4702 1 35.00 0.00 17.50 22.34 15.80 1.020 1630.7 15.80 1.020 1633.0 0 11448 CG Engineering - wa158 roxbury 1.0 Page 13/33 Analysis Results: Maximum element usage is 82.415 for Angle "943P" in load case "NEW 250C (wind Transverse'. Maximum insulator usage is 48.02' for Suspen "15" in load case •(2) Top Cond. Broken (Wind Transverse)" Log10 of Imbalance (lbs) 100000 10000 1000 100 10 1 0-1 0.01 Graph of Imba ance s. Iteration WWW .,...cI .._ .0 250: (1Nind 250 - P f 14 it In rop CodBrak Transv=roe) or n Pin- er rt Cooner) Angle Forces For All Load Cases: Positive for tension - negative for congression Group Angle Max. Osage Max. Tens. Max. Comp. Label Label For A11 LC For A11 LC For A11 LC 6 (kips) (kips) 4 Iteration # LC 1 LC 2 LC 3 LC 4 LC 5 LC 6 LC 7 (kips) (kips( (kips) (kips) (kips) (kips) (kips) L1 91P L1 g2P L1 g3P L1 g4P L1 g5P L1 g6P LI g7P L1 g8P D1 g210 01 g22P 01 g23P 01 g24P D1 g25P D1 026P D1 g27P D1 g28P 111 429P 141 930P 111 931P H1 g32P 111 g33P 01 934P H1 935P N1 g36P H3 g43P H3 g44P N3 g45P H3 g46P H3 g47P H3 g48P H3 g49P H3 g50P D2 g51P D2 g52P D2 g53P D2 g54P D2 g55P D2 g56P D2 957P D2 958P D2 g59P D2 g60P D3 g61P D3 462P D2 g63P D2 g64P D3 g65P D3 g66P D2 g67P D2 468P 54.71 0.000 -125.717) r •• ... .. .13T2 9 -105.046 38.48 77.000 -I-6.379 57.945 77.000 34.500 -5.280 -16.379 8.124 631 49.71 99.485 0.000 66.822 88.8500 99.485 65.569 67.520 54.650 58.119--� 6 46.60 0.000 47.77 0.000 43.135.401 76.273 100.000 63.602 179.875 _35.053 2 66.201 .893 65.233 12±22;4"""...5-'5' 2.254 9388 8.492 0.582 -< 40.49 0.000 -93.097 -82.719 -93.097 -56.687-1'-`9"�2'([Z""'x'4'0.871 32.80 7.538 37.41 5.751 38.15 3.836 33.80 7.766 26.52 6.093 28.41 1.930 17.53 4.029 22.13 0.180 17.40 2.440 19.07 4.382 14.01 2.288 27.69 1.212 29.00 0.217 9.45 1.618 16.48 0.000 8.14 1.871 82.41 0.000 16.99 3.088 28.74 5.224 51.38 0.000 8.89 0.000 22.23 4.040 14.87 0.000 19.71 3.583 52.14 4.369 54.32 0.000 42.14 6.460 36.72 8.438 41.62 9.564 27.21 6.253 17.17 3.945 48.42 0.000 43.64 5.303 55.12 0.000 33.49 5.414 42.95 9.867 30.12 6.920 32.68 7.507 40.13 3.662 35.44 4.080 26.41 6.067 37.13 8.529 -6.912 -0.503 -0.508 -6.912 3.270 1.685 7.538 5.961 -8.596 -0.833 -0.662 5.751 -4.331 -2.742 -8.596 -7.020 -8.767 -1.461 -8.767 -5.485 -1.536 -0.720 2.995 3.836 - 4.633 0.288 7,766 4.930 0.631 -0.073 -3.903 -4.633 - 2.668 -0.305 -0.138 6.093 -2.66B -1.132 3.505 5.056 - 6.529 -0.494 -0.058 -6.529 1.930 0.337 -4.241 -5.847 -1.369 -1.369 3.151 1.568 0.383 0.006 4.029 3.610 -5.085 0.180 -4.164 -2.628 -1.443 -1.078 -5.085 -4.678 - 4.000 0.355 0.588 2.440 -1.775 -1.350 -4.000 -3.568 -4.139 0.527 0.668 -4.139 2.174 0.950 4.382 3.175 - 3.219 -0.552 2.288 -0.309 -0.321 -0.841 -2.672 -3.219 - 6.363 -1.467 -6.363 -5.754 -1.455 -1.179 0.937 1.212 -6.665 -1.459 -1.915 -6.665 0.217 -0.819 -2.991 -4.046 -2.172 -1.360 -1.956 -0.110 -2.172 -1.583 1.033 1.618 - 3.788 -0.479 -3.788 -2.284 -0.974 -0.631 -2.897 -2.531 -1.290 -1.290 0.041 -0.088 -0.019 -0.063 1.871 1.805 -5.657 -5.436 -5.657 -5.488 -2.952 -2.867 -3.113 -3.101 -0.739 -0.332 -0.739 1.646 2.537 3.088 2.156 2.716 0.000 4.288 5.224 4.042 2.104 1.661 2.338 1.971 -3.526 -0.712 -1.057 -1.928 -3.311 -3.526 -2.912 -3.127 - 0.611 -0.611 -0.289 -0.456 -0.330 -0.371 -0.534 -0.570 0.000 3.808 2.450 2.508 3.920 3.930 4.035 4.040 -1.021 -1.021 -0.783 -0.883 -0.490 -0.513 -0.543 -0.567 -0.069 3.583 2.235 2.282 -0.069 -0.062 0.734 0.736 -10.509 -5.215 -5.802 -10.509 -0.194 -1.258 4.369 3.239 - 10.947 -5.443 -5.896 -1.217 -6.298 -5.058 -10.947 -9.830 - 8.493 -3.345 -8.493 -1.510 -0.391 1.078 5.012 6.460 - 2.936 1.438 6.334 8.438 2.823 3.038 -2.936 -2.644 0.000 4.629 6.442 9.564 0.977 1.464 7.638 8.252 -4.280 4.241 6.253 0.694 3.865 2.184 -2.664 -4.280 -1.520 -0.115 2.800 0.303 -0.907 -1.520 3.945 3.341 - 9.757 -2.867 -6.236 -6.440 -5.197 -5.183 -9.753 -9.757 - 8.849 -4.710 -5.329 -8.849 0.342 -0.424 5.303 4.476 -11.176 -4.983 -5.450 -1.955 -6.128 -5.192 -11.176 -10.362 -6.140 3.090 3.653 5.414 -1.194 -0.824 -6.140 -5.714 0.000 3.360 3.762 0.466 4.889 4.012 9.867 9.088 - 3.843 1.101 4.603 6.920 2.436 2.731 -3.843 -3.466 -6.222 -2.396 -6.222 -0.062 0.340 1.601 6.274 7.507 -7.359 1.465 3.662 -0.957 -0.396 -1.339 -6.444 -7.359 -6.497 -1.643 -4.570 -6.497 -2.151 -2.352 4.080 3.792 -4.334 4.277 6.067 1.837 4.096 2.758 -3.058 -4.334 0.000 4.640 6.210 8.207 0.906 1.125 8.189 8.529 6 10 "e4-40'- CG c 0' - CG Engineering - wa158 roxbury 1.0 Page 14/33 03 9698 22.32 4.455 -4.093 -3.116 -4.093 -2.127 -3.359 -2.569 3.716 4.455 D3 g708 45.02 0.000 -8.255 -3.501 -4.277 -6.959 -0.709 -1.039 -7.832 -8.255 D2 g710 48.71 0.000 -9.877 -2.270 -4.953 -5.403 -4.763 -4.819 -9.799 -9.877 D2 g72P 20.34 4.673 -1.165 -0.056 2.107 -0.036 -0.647 -1.165 4.673 4.171 D3 g73P 31.73 0.000 -5.818 -0.836 -2.878 -1.060 -0.510 -0.068 -5.818 -5.401 D3 g749 37.93 8.713 0.000 1.487 3.026 3.551 3.466 3.559 8.586 8.713 D4 g75P 51.78 11.896 0.000 3.022 3.283 1.588 5.862 5.386 11.896 11.504 D4 g76P 53.19 3.470 -8.591 2.552 3.018 3.470 -2.580 -2.514 -8.591 -8.486 D4 9770 54.72 0.878 -8.838 -0.034 0.878 -2.515 -1.054 -1.738 -8.177 -8.838 D4 g78P 28.43 6.531 -3.416 0.227 -1.333 -3.416 -0.739 -1.023 6.531 6.176 D4 g79P 51.17 0.706 -8.264 -2.676 -3.367 -4.974 0.706 0.575 -8.050 -8.264 D4 9808 23.58 5.417 -3.788 -2.451 -3.372 -2.291 -3.788 -3.268 4.931 5.417 D4 g810 38.92 0.604 -6.287 0.604 -0.641 0.440 -0.175 0.091 -6.287 -6.034 D4 g82P 39.23 9.013 0.000 0.263 1.046 1.869 2.860 3.027 8.824 9.013 55 g839 41.53 9.541 -1.762 -1.442 -1.762 -1.934 3.205 3.316 9.455 9.541 05 g84P 50.25 0.000 -11.547 -1.889 -2.005 -2.185 -5.330 -5.339 -11.515 -11.547 05 g858 37.71 8.663 0.000 0.240 0.226 2.275 0.603 1.013 8.281 8.663 D5 g86P 35.92 0.478 -8.254 -1.096 -1.093 0.478 -0.668 -0.415 -8.254 -7.952 55 g87P 32.46 7.457 -1.757 1.164 1.017 1.477 -1.615 -1.757 7.457 7.332 55 g888 27.76 3.065 -6.380 1.017 1.088 0.626 3.065 2.693 -6.035 . -6.380 D5 9898 31.20 7.168 -0.798 -0.798 -0.341 -0.718 0.787 0.683 7.168 7.113 D5 9900 38.67 0.000 -8.885 -0.024 -0.006 -0.855 -2.128 -2.306 -8.669 -8.885 D5 9918 62.61 14.383 -0.738 -0.576 -0.738 -0.077 5.332 5.476 14.250 14.383 D5 g92P 67.02 0.000 -15.401 -1.147 -0.951 -1.254 -6.120 -6.218 -15.303 -15.401 D5 g93P 51.00 11.717 -0.085 0.840 0.954 -0.085 1.869 1.736 11.717 11.519 D5 9948 43.71 0.584 -10.045 -0.320 -0.623 -1.893 0.584 0.306 -9.808 -10.045 55 g95P 44.00 10.108 -3.157 0.542 0.881 0.933 -3.157 -2.905 9.850 10.108 D5 g96P 43.38 2.795 -9.968 0.323 1.054 -0.147 2.795 2.758 -9.948 -9.968 05 g97P 44.37 10.194 -0.273 -0.135 -0.273 0.090 1.359 1.403 10.088 10.194 55 998E 49.56 0.212 -11.388 0.212 -0.291 -0.518 -3.002 -3.031 -11.283 -11.388 D6 g211P 27.36 0.000 -12.575 -9.799 -10.522 -12.575 -9.604 -10.059 -0.655 -1.244 D6 92128 20.56 1.464 -9.450 -8.128 -8.871 -4.798 0.387 1.464 -9.950 -8.510 D6 g213P 39.11 11.801 -17.975 -17.161 -17.975 -12.276 -2.996 -1.456 10.591 11.801 D6 92140 38.25 15.001 -6.263 13.238 15.001 14.798 10.317 10.102 -6.263 -6.143 D6 g215P 56.50 22.157 0.000 8.874 9.905 12.216 11.584 12.031 21.574 22.157 D6 g216P 31.15 7.766 -14.318 6.799 7.766 2.376 -3.945 -5.404 -12.993 -14.318 D6 92178 49.04 19.231 0.000 12.725 14.528 10.658 2.737 1.640 19.231 18.467 D6 92188 70.08 0.000 -32.210 -19.163 -19.826 -20.124 -18.448 -18.379 -31.950 -32.210 D7 92198 13.60 2.294 -5.918 -1.780 -1.860 -4.267 -5.329 -5.918 2.294 1.680 D7 92208 15.94 5.001 -3.656 -0.364 -0.274 2.327 4.358 5.001 -3.656 -3.019 D7 92218 36.85 11.561 -8.488 9.823 11.561 9.437 4.142 3.539 -8.053 -8.488 D7 g222P 32.72 10.265 -11.352 -9.444 -11.352 -9.017 -2.397 -1.737 9.773 10.265 07 92230 54.05 16.959 0.000 0.971 1.023 4.103 7.268 8.034 16.186 16.959 07 92248 38.84 0.000 -16.898 -0.411 -0.395 -3.748 -7.294 -8.127 -16.078 -16.898 D7 92258 56.65 17.773 0.000 9.482 10.989 9.458 5.638 5.189 17.773 17.477 D7 92268 43.97 0.000 -19.131 -9.805 -11.477 -10.333 -6.957 -6.605 -19.131 -18.930 D7 92278 13.87 3.833 -6.037 -0.732 -0.567 -3.058 -5.417 -6.037 3.833 3.217 D7 g228P 13.97 4.383 -4.498 0.156 0.295 2.153 3.925 4.383 -4.498 -4.032 D7 g229P 39.10 12.266 -10.294 11.874 12.266 10.246 4.811 9.235 -9.881 -10.294 07 92300 36.85 11.560 -10.115 -8.661 -10.115 -8.249 -2.679 -2.147 11.184 11.560 D7 42319 53.16 16.679 0.000 0.684 0.927 3.361 7.117 7.716 16.075 16.679 D7 g232P 38.73 0.000 -16.852 -0.683 -0.481 -3.425 -7.408 -8.138 -16.129 -16.852 07 g233P 71.90 22.559 0.000 11.871 12.130 10.952 7.875 7.512 22.559 22.347 D7 g234P 46.95 0.000 -20.209 -9.536 -11.045 -9.702 -6.621 -6.215 -20.209 -19.969 D7 92358 13.24 4.154 -4.494 -0.731 -0.892 -2.640 -4.066 -4.494 9.154 3.712 D7 92368 18.64 5.849 -4.006 0.436 0.250 2.254 5.354 5.849 -4.006 -3.519 D7 92378 27.06 8.489 -11.423 7.454 8.489 7.061 2.123 1.700 -11.158 -11.423 07 g238P 33.78 10.599 -12.295 -11.876 -12.295 -10.206 -4.624 -4.031 10.168 10.599 D7 92398 53.77 16.869 0.000 1.230 0.978 3.250 7.709 8.266 16.315 16.869 D7 92408 37.47 0.000 -16.302 -0.127 -0.408 -2.881 -6.724 -7.338 -15.689 -16.302 07 g2418 59.73 18.739 0.000 8.413 9.519 8.359 5.523 5.163 16.739 18.545 57 g2429 52.80 0.000 -22.972 -11.784 -12.085 -10.979 -8.000 -7.653 -22.972 -22.775 D7 g243P 26.74 2.265 -6.144 -2.554 -2.611 -3.835 -5.850 -6.144 2.265 1.939 D7 92440 23.05 3.729 -5.297 -1.969 -1.964 -0.474 3.358 3.729 -5.297 -4.946 D7 g2458 30.62 5.427 0.000 4.233 5.427 4.934 2.070 1.944 0.403 0.338 57 92468 33.81 5.992 -5.465 -4.393 -5.465 -3.905 1.793 2.181 5.642 5.992 D7 g2478 63.73 11.296 0.000 1.538 1.967 3.200 7.180 7.482 10.978 11.296 D7 92489 45.03 1.161 -10.347 0.759 1.161 -0.930 -6.681 -7.202 -9.845 -10.347 D7 g2498 28.18 4.995 -0.183 3.526 4.521 3.261 0.127 -0.183 4.995 4.737 D7 92504 51.53 0.000 -11.841 -5.186 -6.076 -5.772 -5.384 -5.309 -11.841 -11.797 D7 g251P 22.06 3.698 -5.069 -0.790 -0.626 -1.772 -9.786 -5.069 3.698 3.417 D7 g252P 24.97 4.337 -4.475 -0.323 -0.208 0.723 4.107 4.337 -4.475 -4.242 07 92539 35.69 6.325 -3.321 6.325 6.170 5.307 0.562 0.346 -3.143 -3.321 D7 g2548 21.81 3.478 -5.013 -4.096 -5.013 -4.048 -0.708 -0.467 3.288 3.478 D7 g255P 57.55 10.200 0.000 0.069 0.242 1.387 6.727 7.010 9.916 10.200 57 92569 45.98 0.000 -10.566 -0.666 -0.540 -1.966 -7.137 -7.487 -10.219 -10.566 D7 9257P 56.47 10.009 0.000 6.625 6.408 5.857 5.505 5.365 10.009 9.906 07 g258P 31.90 0.000 -7.331 -4.130 -5.009 -4.325 -2.189 -2.017 -7.331 -7.211 D7 92590 25.10 4.449 -4.319 0.297 0.179 -0.742 -4.092 -4.319 4.449 4.218 07 92608 27.65 4.900 -3.735 0.765 0.598 1.215 4.748 4.900 -3.735 -3.586 D7 92618 22.04 3.907 -3.909 3.326 3.907 3.182 0.283 0.104 -3.702 -3.909 D7 92628 27.54 3.334 -6.329 -6.329 -6.164 -5.298 -0.424 -0.206 3.157 3.334 D7 92638 59.67 10.576 0.000 0.689 0.711 1.617 7.289 7.513 10.356 10.576 07 g2640 43.92 0.152 -10.093 0.152 -0.072 -1.218 -6.522 -6.805 -9.809 -10.093 D7 92650 38.97 6.907 0.000 3.366 3.906 3.428 1.475 1.355 6.907 6.839 D7 42668 43.70 0.000 -10.042 -6.634 -6.409 -5.866 -5.619 -5.481 -10.042 -9.941 D7 42678 26.74 4.740 -0.861 -0.652 -0.521 -0.861 -0.607 -0.688 4.740 4.649 D7 92688 25.28 0.006 -5.809 -0.679 -0.552 -0.376 -0.036 0.006 -5.809 -5.771 D7 g269P 15.64 2.772 -0.327 -0.327 0.109 -0.000 2.772 2.740 -0.004 -0.018 D7 g270P 28.31 5.017 0.000 1.237 0.389 0.849 4.755 4.872 4.902 5.017 D7 92718 40.59 7.195 -0.023 -0.023 0.142 0.483 3.129 3.214 7.112 7.195 D7 92720 33.02 0.000 -7.587 -0.427 -0.270 -0.939 -3.520 -3.687 -7.424 -7.587 D7 g2738 13.54 1.148 -3.111 -0.450 -0.213 -0.258 -3.106 -3.111 1.148 1.143 D7 g274P 21.91 0.603 -5.035 0.603 -0.046 -0.142 -3.737 -3.766 -5.022 -5.035 Al g2758 9.45 1.675 -1.332 0.036 1.047 0.120 -1.038 -1.332 1.675 1.533 Al 92768 12.01 1.601 -2.760 0.694 1.305 1.601 -0.045 -0.023 -2.760 -2.615 A2 92778 24.19 0.000 -10.287 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4.802 4.947 4.970 Al g291P 33.02 5.852 0.000 5.852 3.929 3.831 4.794 9.765 4.631 4.605 A4 g2920 32.41 5.744 0.000 5.744 3.788 3.743 4.703 4.688 4.542 4.530 Al g2938 32.63 5.784 0.000 5.784 3.909 3.986 4.843 4.857 2.594 2.607 A4 92948 32.05 5.680 0.000 5.680 3,769 3.870 4.754 4,774 2.542 2.561 Al g295P 33.12 5.869 0.000 5.869 3.959 3.839 4.802 4.766 3.598 3.512 A9 92968 32.52 5.764 0.000 5.764 3.818 3.759 4.715 4.694 3.476 3.455 A3 93218 28.77 3.825 0.000 3.825 2.363 2.438 2.857 2.881 2.096 2.109 A3 g322P 34.50 4.586 0.000 4.146 2.936 2.881 3.829 3.808 4.586 4.575 A3 g335P 45.02 5.985 -1.876 3.856 2.457 2.996 -1.876 -1.866 5.990 5.985 A3 g336P 45.66 6.069 0.000 4.118 2.846 2.826 6.069 6.054 0.703 0.699 A5 g337P 60.98 4.710 -7.268 4.710 3.068 2.744 -4.237 -4.328 -7.186 -7.268 A5 g338P 72.11 12.781 0.000 5.628 3.845 4.193 9.748 9.833 12.706 12.781 D9 g357P 32.75 0.000 -7.527 -0.132 -0.091 -0.298 -2.155 -2.207 -7.476 -7.527 D9 43588 33.35 7.389 -0.010 ,Q,�,0Q, O Q.Z30 028_ 2.050 2.060 7.378 7.389 D9 g3598 32.78"2 -0.215 'x.325 -0.298=1 :1'T2 "`-=?': 295+.. 75 D9 93608 33.7,,..v."1'4°4''''''''-0:00-0- 0.089 0.220 0.358 2.108 2.192''-'-'7.411''7"7.440. 11 g1928 0,000 -109.080 -89.929 -98.886 -109.080 -85.796 -87.840 -93.690 -96.995 11 91838 7.6 0.000 -109.487 -94.743 -101.369 -109.487 -93.377 -94.794 -100.830 -103.64R"•b 11 g184P 40.11 -r 82 -81.785 -92.182 -55.736 -13.164 -3.355 -8.350 0.012 11 91850 39.71 2.844 -91.2 1.13? 99=.»55.,x7.79 9.t4v3- .=-,..d::361:. :5,.032<.,.,.2-:8,49.,s- - 11 91868 38.33 87.343 0.000 64.710 80.899 87.343 64.775 66.180 53.183 55.983 11 91878 40.04 91.234 0.000 68.074 81.540 91.234 71.450 72.881 58.203 61.073 CG Engineering - wa158 roxbury 1.0 Page 15/33 01 41889 31.9771.701 -14.679 56. 71.701 35.851 -5.482 -14.010,,,9.212 1.291 01 9189P 32.46 73.962 -16. 664- .825 73.962 40.897 -9.776 -18.664 4'7'1:43 0.555 L2 91909 47.49 0.000 -109.192 - 4.238 -101.017 -109.142 -93.000 -94.419 -100.474- 03.294 L2 g191P 39.50 3.609 -83.983 -90.774 -55.178 -7.201 2.117 -4.295 a.09 L2 g192P 40.19 92.350 0.000 69.229 82.622 92.350 72.460 73.898 59.162 62.046., L2 g193P 32.47 74.605 -18.391 61.448 74.605 41.416 -9.474 -18.391 8.419 0.896 •.... /4,40( 02 g194P 44.93 0.000 -103.244 -90.498 -96.339 -103.244 -92.725 -93.936 -100.039 -102.566 L2 g195P 37.44 8.052 -86.027 -80.013 -86.027 -55.135 -0.206 8.052 1.017 7.963 L2 g196P 37.48 86.134 0.000 68.476 80.201 86.134 74.670 75.743 59.447 61.825 12 g197P 62.50 71.906 -22.218 60.633 71.906 40.670 -14.121 -22.218 7.221 0.438 L2 g1989 46.15 0.000 -106.051 -90.698 -96.000 -103.444 -95.749 -97.090 -103.468 -106.051 L2 g199P 37.71 12.953 -86.659 -80.201 -86.659 -54.136 4.408 12.953 4.617 11.908 02 9200P 38.39 88.211 0.000 69.279 80.816 88.211 78.417 79.510 60.686 63.048 L2 9201P 31.34 72.012 -26.463 61.417 72.012 41.302 -18.250 -26.463 7.080 0.114 LI 82029 36.43 0.000 -83.719 -69.318 -73.635 -79.289 -77.077 -78.159 -81.774 -83.719 01 g2039 28.33 0.000 -67.919 -58.556 -61.206 -65.956 -66.967 -67.919 -64.501 -66.079 LI 42049 21.81 0.000 -52.296 -44.536 -46.193 -49.410 -51.641 -52.296 -45.466 -46.566 01 42059 40.50 0.000 -37.226 -29.082 -30.291 -32.702 -36.679 -37.226 -22.560 -23.356 L3 9206P 27.48 0.000 -23.091 -18.453 -18.602 -19.938 -22.760 -23.091 -7.295 -7.741 13 g2079 17.77 0.000 -14.928 -12.326 -12.174 -13.052 -14.714 -14.928 -3.962 -4.248 L3 92089 5.65 3.083 -4.748 -4.306 -4.332 -4.748 -2.664 -2.770 3.083 2.956 L3 92099 7.34 5.530 -1.344 -1.344 -0.895 -0.961 4.127 4.108 5.530 5.516 01 9210P 29.13 16.664 -66.940 -61.299 -66.940 -42.092 10.154 16.664 6.851 12.467 11 42979 23.49 15.232 -56.332 -52.386 -56.332 -35.995 9.961 15.232 -0.908 3.704 01 42989 17.70 14.478 -42.437 -19.701 -42.437 -27.314 10.586 14.478 -4.946 -1.529 L3 g299P 32.87 12.593 -27.617 -25.526 -27.617 -17.746 10.095 12.593 -12.081 -9.852 L3 9300P 21.54 7.609 -18.096 -17.127 -18.096 -12.030 6.097 7.609 -16.244 -14.877 L3 43019 13.69 4.768 -11.498 -11.087 -11.498 -7.667 3.810 4.768 -11.449 -10.585 L3 g3029 12.50 0.000 -10.505 -4.007 -4.462 -2.763 -1.155 -0.727 -10.505 -10.121 L3 9303P 10.96 0.000 -9.208 -1.726 -1.527 -1.222 -6.025 -5.943 -9.208 -9.136 LI g304P 30.04 68.451 0.000 54.161 63.960 68.451 65.269 66.082 50.689 52.397 01 9305P 21.47 54.902 0.000 41.193 49.973 54.090 54.132 54.902 44.543 45.971 11 93069 17.12 43.779 0.000 30.206 36.646 39.833 43.137 43.779 39.057 40.162 01 g3079 36.99 33.998 0.000 19.671 24.788 26.800 31.369 31.808 33.281 33.998 L3 4308P 31.77 23.937 0.000 9.117 12.817 14.153 19.071 19.395 23.481 23.937 L3 g3099 18.68 10.675 0.000 5.536 8.020 8.830 13.707 13.901 18.386 18.675 L3 43109 10.53 10.531 0.000 0.359 2.061 2.479 4.549 4.647 10.395 10.531 L3 43119 3.50 2.385 -2.937 -2.776 -1.549 -1.443 -2.937 -2.911 2.357 2.385 1.1 g312P 24.70 56.278 -26.431 47.974 56.278 32.367 -20.254 -26.431 2.300 -3.015 L1 g313P 17.06 43.643 -28.423 36.075 43.643 24.074 -23.371 -28.423 -5.173 -9.593 01 43149 12.52 32.032 -24.915 26.546 32.032 17.591 -21.219 -24.915 -8.584 -11.831 01 g315P 24.23 20.682 -22.277 16.554 20.682 10.768 -19.789 -22.277 -12.571 -14.810 L3 43169 20.39 10.707 -17.129 7.760 10.707 4.900 -15.700 -17.129 -13.498 -14.814 03 g3177 15.99 6.344 -13.437 4.405 6.344 2.719 -11.510 -12.402 -12.623 -13.437 L3 9318P 11.15 1.343 -9.371 0.080 1.343 -0.172 -5.405 -5.772 -9.020 -9.371 13 g3199 5.58 0.019 -4.685 -2.469 -1.490 -1.682 0.019 -0.022 -4.632 -4.685 82 9320P 2.64 0.094 -0.153 0.015 0.094 -0.015 -0.105 -0.137 -0.123 -0.153 H2 43239 30.63 0.083 -1.781 0.001 0.083 -1.761 -0.005 -0.479 -0.002 -0.474 H2 g324P 3.85 0.282 -0.224 -0.139 0.282 0.026 -0.153 -0.224 -0.133 -0.205 02 g325P 45.32 0.000 -2.635 -1.077 -2.635 -2.081 -0.921 -0.771 -0.914 -0.765 82 0326P 39.51 0.000 -2.297 -0.470 -0.645 -2.297 -0.322 -0.757 -0.307 -0.747 82 43279 10.50 0.000 -0.611 -0.437 -0.611 -0.493 -0.304 -0.299 -0.308 -0.302 H2 4328P 32.84 0.000 -1.909 -0.776 -1.909 -1.318 -0.452 -0.300 -0.455 -0.299 H2 g329P 6.57 0.000 -0.382 -0.345 -0.382 -0.230 -0.143 -0.112 -0.193 -0.167 H3 g330P 8.82 1.602 0.000 0.844 0.966 1.602 0.809 0.962 0.880 1.050 83 43319 15.33 0.878 -1.072 0.748 0.378 -1.072 0.043 -0.432 0.008 -0.448 H3 g332P 10.11 1.837 -0.019 1.020 1.337 1.242 0.181 0.016 0.131 -0.019 H3 g333P 45.99 0.000 -3.215 -1.611 -3.215 -2.544 -1.417 -1.259 -1.272 -1.131 83 93349 38.00 0.000 -2.656 -0.939 -1.009 -2.656 -0.694 -1.291 -0.740 -1.155 83 g339P 12.30 0.042 -0.860 -0.784 -0.860 -0.617 -0.016 0.042 -0.194 -0.153 83 g3409 25.91 0.028 -1.811 -0.998 -1.811 -1.116 -0.141 0.028 -0.334 -0.178 83 93419 9.60 1.745 0.000 1.066 1.745 1.588 0.999 0.957 1.075 1.045 82 g342P 16.60 2.111 -1.997 -1.997 -1.092 -0.202 1.885 2.102 1.891 2.111 H2 g343P 29.36 6.422 0.000 6.258 6.422 5.773 3.386 3.197 3.746 3.613 H2 43449 47.54 0.000 -5.716 -1.970 -1.165 -2.800 -5.314 -5.707 -5.317 -5.716 H2 g345P 42.33 0.000 -5.090 -3.611 -5.090 -4.038 -1.263 -0.961 -1.642 -1.405 H3 g346P 20.27 3.718 0.000 2.935 1.707 2.321 3.566 3.718 2.111 2.263 H3 g347P 5.43 0.997 0.000 0.668 0.997 0.622 0.315 0.218 0.271 0.191 H3 9348P 15.56 2.853 0.000 2.729 1.587 1.425 1.450 1.406 2.853 2.814 H3 43499 27.39 0.000 -1.880 -1.880 -1.686 -1.761 -1.103 -1.113 -1.255 -1.284 H2 g3509 48.18 0.000 -5.794 -2.777 -2.073 -2.000 -0.896 -0.880 -5.794 -5.747 H2 g351P 8.88 1.943 0.000 1.943 1.852 1.398 0.715 0.615 1.403 1.290 H2 43529 27.67 3.745 -3.327 -1.533 -0.860 -0.965 -3.303 -3.327 3.742 3.745 02 03539 3.86 0.844 -0.024 0.577 0.030 -0.024 0.844 0.825 0.010 -0.014 H2 4359965.44 0.000 -7.869 -3.357 -2.457 -2.604 -7.838 -7.869 -5.028 -5.035 82 43559 2.11 0.344 -0.254 0.025 -0.236 -0.254 0.144 0.139 0.344 0.322 H2 g3569 22.72 4.970 -2.703 -2.703 -1.790 -1.589 4.919 4.970 1.659 1.736 82 g361P 8.65 1.892 0.000 1.892 1.464 1.267 0.814 0.762 0.837 0.788 A4 43629 18.19 4.180 0.000 3.665 2.361 2.876 4.052 4.180 3.506 3.626 A4 g363P 6.12 1.406 0.000 1.109 1.406 1.096 0.312 0.232 0.559 0.496 A4 g364P 14.64 3.364 0.000 3.364 2.130 1.715 2.069 1.961 1.024 0.916 A4 g365P 22.57 0.000 -2.011 -1.990 -2.011 -1.872 -1.147 -1.113 -1.065 -1.044 CG Engineering - wa158 roxbury 1.0 Page 16/33 """ Analysis Results for Load Case No. 1 "NESC 250B (wind Transverse)" - Number of iterations in SAPS 10 Equilibrium Joint Positions and Rotations for Load Case "NESC 2508 (Wind Transverse)": Joint 3-0ispl Y-Displ X-Displ X -Rot Y -Rot 8 -Rot X-Pos Y-Pos E-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) IP 0 0 0 0.0000 0.0000 0.0000 21.69 21.88 0 2P -0.0001128 -0.0008652 -0.01687 -0.0357 -0.0269 0.0995 14.99 14.99 34.98 3P 0.000407 0.01812 -0.02205 -0.1176 0.0270 0.1168 11.51 11.52 54.98 4P 0.002833 0.05063 -0.02368 -0.1209 -0.0822 0.0720 7.93 7.986 75.78 50 0.005161 0.1195 -0.0212 -0.2046 -0.0107 0.0416 4.005 4.119 97.98 6P 0.01821 0.3638 -0.03014 -0.2984 0.0112 0.0251 4.018 4.364 148.1 7P 0.01984 0.3974 -0.009365 0.0000 0.0000 0.0000 0.01984 0.3974 154.9 BP 0.008225 0.1482 -0.08121 -0.3174 0.0181 -0.0021 0.008225 15.4 104.9 9P 0.009006 0.1537 -0.2152 2.2410 0.0123 0.0043 0.009006 -19.1 104.8 9AP -0.1159 0.08921 0.166 -0.0890 0.2980 -0.0548 3.196 -9.161 107.0 100 0.01204 0.236 -0.09056 -0.3380 0.0104 0.0100 0.01204 15.49 123.4 11P 0.01628 0.2415 -0.2093 2.2401 0.0245 0.0175 0.01628 -19.01 123.3 11AP 0.1423 0.1766 0.1745 -0.1025 -0.2544 0.0668 -3.169 -9.073 126.3 12P 0.01671 0.3313 -0.09346 -0.3377 0.0108 0.0025 0.01671 15.58 141.9 13P 0.01902 0.3353 0.07102 -0.1916 0.0147 0.0099 0.01902 -18.91 142.1 10 0 0 0 0.0000 0.0000 0.0000 21.69 -21.88 0 100 0 0 0 0.0000 0.0000 0.0000 -21.69 -21.88 0 16 0 0 0 0.0000 0.0000 0.0000 -21.69 21.88 0 2X -0.000979 -0.0005323 0.00962 0.0426 -0.0787 -0.4124 14.99 -15 35.01 2XY 0.001137 0.0009669 0.01078 0,0404 0.0815 0.4125 -14.99 -14.99 35.01 2Y -0.0001618 0.0005915 -0.01535 -0.0396 0.0285 -0.1025 -14.99 15 34.98 3X -0.0007463 0.01856 0.01161 -0.0050 -0.1050 -0.4518 11.5 -11.49 55.01 306 0.003135 0.02083 0.01296 -0.0085 0.1150 0.4531 -11.5 -11.48 55.01 3Y 0.0008122 0.02036 -0.0199 -0.1153 -0.0177 -0.1217 -11.5 11.53 54.98 4% 0.002249 0.05866 0.01089 -0.0685 0.0022 -0.3915 7.929 -7.868 75.81 4XY 0.004504 0.06086 0.01225 -0.0610 0.0110 0.3924 -7.923 -7.866 75.81 4Y 0.002381 0.06064 -0.0214 -0.1257 0.0955 -0.0759 -7.925 7.988 75.78 5X 0.007196 0.1197 0.006604 -0.1961 0.0070 -0.2360 4.007 -3.88 98.01 5XY 0.005884 0.1204 0.00785 -0.1889 0.0137 0.2380 -3.994 -3.88 98.01 50 0.006823 0.1203 -0.01934 -0.2018 0.0366 -0.0440 -3.993 4.12 97.98 60 0.01628 0.3628 0.01036 -0.2717 0.0075 -0.0541 4.018 -3.637 148.2 6XY 0.01859 0.3623 0.01231 -0.2744 0.0211 0.0609 -3.981 -3.638 148.2 66 0.0184 0.3633 -0.02855 -0.2994 0.0115 -0.0220 -3.982 4.363 148.1 9A0 0.1339 0.0888 0.1674 -0.0902 -0.2749 0.0637 -3.178 -9.161 107.8 11AY -0.1127 0.1787 0.1706 -0.0936 0.2847 -0.0279 3.199 -9.071 126.3 3125 0.01129 0.04661 -0.02118 -0.1147 -0.0522 0.0868 9.133 9.169 68.83 4111 0.0007103 0.07617 -0.02392 -0.1637 0.0251 0.0738 6.62 6.696 83.17 4120 0.00791 0.09702 -0.02181 -0.1695 0.0015 0.0593 5.32 5.409 90.56 5116 0.008687 0.1485 -0.02342 -0.2581 0.0279 0.0444 4.009 4.148 105 51.25 0.009871 0.1769 -0.02509 -0.2687 0.0142 0.0473 4.01 4.177 111.1 5135 0.0124 0.2063 -0.02638 -0.2783 0.0208 0.0483 4.012 4.206 117.3 5145 0.01356 0.2368 -0.02725 -0.2862 0.0066 0.0494 4.014 4.237 123.5 5155 0.01465 0.2681 -0.02863 -0.2914 0.0139 0.0595 4.015 4.268 129.6 5160 0.01613 0.2998 -0.02958 -0.2959 0.0106 0.0443 4.016 4.3 135.8 5170 0.01708 0.3317 -0.02996 -0.2979 0.0085 0.0290 4.017 4.332 142 1015 0.01535 -0.0006245 0.002632 -0.0776 -0.0528 0.0757 15.01 -0.0006245 35 1025 -0.0001338 -0.03388 -0.007012 -0.0381 0.0040 -0.0034 -0.0001338 14.96 34.99 2015 0.002143 0.01826 -0.004015 -0.0949 -0.0387 0.0794 11.51 0.01826 55 2020 0.0005998 -0.04912 -0.02821 -0.1157 0.0057 -0.0071 0.0005998 11.46 54.97 3015 0.009407 0.05833 -0.006426 -0.1401 -0.0394 0.0768 7.936 0.05833 75.8 3020 0.002589 0.0469 -0.03142 -0.1235 0.0091 -0.0099 0.002589 7.974 75.77 3L2X -0.005911 0.04335 0.01015 -0.0440 -0.0302 -0.4117 9.116 -9.079 68.86 31206 0.01117 0.0463 0.0114 -0.0404 0.0422 0.4128 -9.111 -9.076 68.87 3L26 -0.007443 0.04794 -0.0191 -0.1189 0.0634 -0.0908 -9.13 9.17 68.84 4L1X 0.006603 0.07737 0.01025 -0.0844 -0.0678 -0.3222 6.626 -6.542 83.2 41100 0.002036 0.07895 0.01163 -0.0821 0.0831 0.3245 -6.617 -6.54 83.21 4L1Y 0.006461 0.07799 -0.02169 -0.1591 -0.0083 -0.0785 -6.613 6.697 83.17 4L2X 0.002746 0.09589 0.008154 -0.1000 -0.0499 -0.2686 5.314 -5.216 90.59 4L2XY 0.007936 0.0974 0.00943 -0.0961 0.0669 0.2711 -5.304 -5.214 90.6 4L2Y 0.001428 0.09602 -0.01978 -0.1671 0.0162 -0.0633 -5.31 5.41 90.57 5110 0.007471 0.149 0.008037 -0.2449 0.0037 -0.2235 4.007 -3.851 105 5110? 0.008385 0.1491 0.009478 -0.2407 0.0204 0.2267 -3.992 -3.851 105 5110 0.007104 0.1485 -0.02131 -0.2514 0.0058 -0.0458 -3.993 4.149 105 5L2X 0.008986 0.1761 0.008967 -0.2800 0.0215 -0.2556 4.009 -3.824 111.2 5L2XY 0.009561 0.1757 0.01055 -0.2730 0.0043 0.2600 -3.99 -3.824 111.2 5120 0.009667 0.1764 -0.02281 -0.2645 0.0229 -0.0479 -3.99 4.176 111.1 5130 0.0104 0.2063 0.009621 -0.2891 0.0136 -0.2331 4.01 -3.794 117.3 51300 0.01102 0.2051 0.01131 -0.2832 0.0140 0.2390 . -3.989 -3.795 117.3 50.36 0.01098 0.2052 -0.02397 -0.2704 0.0083 -0.0481 -3.989 4.205 117.3 5L4X 0.01229 0.2376 0.009996 -0.2762 0.0139 -0.2107 4.012 -3.762 123.5 50.4X6 0.01214 0.236 0.01177 -0.2748 0.0144 0.2181 -3.988 -3.764 123.5 5140 0.01307 0.2355 -0.02583 -0.2895 0.0187 -0.0493 -3.987 4.236 123.5 5L5X 0.01349 0.2673 0.01041 -0.3801 0.0557 -0.3377 4.013 -3.733 129.7 51506 0.01395 0.2662 0.01234 -0.3859 -0.0282 0.3475 -3.986 -3.734 129.7 51.56 0.01439 0.2669 -0.02712 -0.2916 0.0081 -0.0582 -3.986 4.267 129.6 5160 0.01516 0.2996 0.01069 -0.2855 0.0141 -0.2090 4.015 -3.7 135.8 5L6XY 0.0154 0.2988 0.01264 -0.2868 0.0158 0.2176 -3.985 -3.701 135.8 5166 0.01542 0.2988 -0.02798 -0.2991 0.0137 -0.0424 -3.985 4.299 135.8 5171 0.01712 0.3326 0.01061 -0.2968 0.0206 -0.0805 4.017 -3.667 142 51706 0.01664 0.3319 0.01258 -0.2986 0.0087 0.0880 -3.983 -3.668 142 517? 0.01707 0.3311 -0.02834 -0.3003 0.0150 -0.0266 -3.983 4.331 142 101Y -0.01588 0.0007047 0.002738 -0.0750 0.0549 -0.0736 -15.01 0.0007047 35 1020 7.673e-005 0.1515 -0.03032 0.0404 0.0026 -0.0043 7.673e-005 -14.84 34.97 2016 -0.001645 0.02043 -0.002405 -0.0916 0.0484 -0.0742 -11.51 0.02043 55 2820 0.001206 0.2103 -0.02539 -0.0053 0.0025 -0.0088 0.001206 -11.29 54.97 3012 -0.004175 0.06035 -0.003955 -0.1357 0.0527 -0.0677 -7.931 0.06035 75.8 3020 0.003368 0,176 -0.002964 -0.0670 0.0041 -0.0122 0.003368 -7.751 75.8 Joint Support Reactions for Load Case "NESC 250B (wind Transverse)": Joint X X Y Y R -Shear E Comp. Uplift Result. Result. X X -M. Y Y -M. B -Rend -M L 3-M. Max. Label 000ce Osage 0000e Osage Osage Force Osage Osage Force Usage Moment Osage Moment Osage Osage Moment Osage Osage (kips) 8 (kips) 6 B (kips) 8 8 (kips) a (ft -k) 8 (ft -k) 8 8 (ft -k) 8 8 10 -18.61 0.0 -18.86 0.0 0.0 -97.83 0.0 0.0 101.35 0.0 -0.26 0.0 0.2 0.0 0.0 -0.42 0.0 0.0 10 10.21 0.0 -10.87 0.0 0.0 52.85 0.0 0.0 54.91 0.0 -0.71 0.0 0.3 0.0 0.0 1.39 0.0 0.0 1X0 -12.21 0.0 -13.72 0.0 0.0 62.75 0.0 0.0 65.38 0.0 -0.68 0.0 -0.2 0.0 0.0 -1.40 0.0 0.0 10 17.74 0.0 -18.69 0.0 0.0 -92.86 0.0 0.0 96.37 0.0 -0.21 0.0 -0.1 0.0 0.0 0.43 0.0 0.0 Joint Displacements, Loads and Member Forces on Joints for Load Case "NESC 250B (Wind Transverse)": Joint X External Y External E External X Member Y Member X Member X Y E Label Load Load Load Force Force Force (lisp. Disp. Disp. (kips) (kips) (kips) (kips) (kips) (kips) (ft) (ft) (ft) 1P 0.0000 0.0000 -1.4808 18.6100 18.8635 -96.3453 0.0000 0.0000 0.0000 2P 0.0000 0.0000 -1.6093 0.0000 0.0000 1.6093 -0.0001 -0.0009 -0.0169 30 0.0000 0.0000 -0.7975 -0.0000 -0.0000 0.7975 0.0004 0.0181 -0.0220 4P 0.0000 0.3600 -0.7845 -0.0000 -0.3600 0.7845 0.0028 0.0586 -0.0237 5P 0.0000 0.0000 -0.6112 0.0000 0.0000 0.6112 0.0052 0.1195 -0.0212 6P 0.0000 0.0000 -0.2691 0.0000 0.0000 0.2691 0.0182 0.3638 -0.0301 70 0.0000 0.0747 -0.1940 0.0000 -0.0747 0.1940 0.0198 0.3974 -0.0094 80 0.4780 7.3510 -3.7064 -0.4780 -7.3510 3.7064 0.0082 0.1482 -0.0812 9P 0.4780 7.4362 -3.7959 -0.4780 -7.4362 3.7959 0.0090 0.1537 -0.2152 9AP 0.0000 0.0347 -0.0666 -0.0000 -0.0347 0.0666 -0.1159 0.0892 0.1660 100 0.4780 7.3510 -3.7064 -0.4780 -7.3510 3.7064 0.0120 0.2360 -0.0906 11P 0.4780 7.4362 -3.7959 -0.4780 -7.4362 3.7959 0.0163 0.2415 -0.2093 11AP 0.0000 0.0347 -0.0666 0.0000 -0.0347 0.0666 0.1423 0.1766 0.1745 120 0.4780 7.3510 -3.7064 -0.4780 -7.3510 3.7064 0.0167 0.3313 -0.0935 130 0.4780 7.4546 -3.8096 -0.4780 -7.4546 3.8096 0.0190 0.3353 0.0710 10 0.0000 0.7237 -1.4808 -10.2089 10.1490 54.3285 0.0000 0.0000 0.0000 CG Engineering - wa158 roxbury 1.0 Page 17/33 1XY 0.0000 0.9851 -1.6878 12.2063 12.7338 64.4353 0.0000 0.0000 0.0000 1Y 0.0000 0.2614 -1.6878 -17.7394 18.4327 -91.1752 0.0000 0.0000 0.0000 2X 0.0000 0.8465 -1.6093 0.0000 -0.8465 1.6093 -0.0010 -0.0005 0.0096 2XY 0.0000 1.2561 -1.9336 -0.0000 -1.2561 1.9336 0.0011 0.0030 0.0108 2Y 0.0000 0.4096 -1.9336 -0.0000 -0.4096 1.9336 -0.0002 0.0006 -0.0153 3X 0.0000 0.4478 -0.7975 0.0000 -0.4478 0.7975 -0.0007 0.0186 0.0116 3XY 0.0000 0.6986 -0.9962 -0.0000 -0.6986 0.9962 0.0031 0.0208 0.0130 3Y 0.0000 0.2509 -0.9962 0.0000 -0.2509 0.9962 0.0008 0.0204 -0.0199 42 0.0000 0.2036 -0.3720 0.0000 -0.2036 0.3720 0.0022 0.0587 0.0109 4XY 0.0000 0.6699 -0.8687 -0.0000 -0.6699 0.8687 0.0045 0.0609 0.0123 4Y 0.0000 0.4662 -0.8687 0.0000 -0.4662 0.8687 0.0024 0.0606 -0.0214 5X 0.0000 0.3234 -0.6112 -0.0000 -0.3234 0.6112 0.0072 0.1197 0.0066 5XY 0.0000 0.3234 -0.6112 0.0000 -0.3234 0.6112 0.0059 0.1204 0.0079 51 0.0000 0.0000 -0.6112 -0.0000 0.0000 0.6112 0.0068 0.1203 -0.0193 6X 0.0000 0.2046 -0.2930 -0.0000 -0.2046 0.2930 0.0183 0.3628 0.0104 6XY 0.0000 0.2046 -0.2930 0.0000 -0.2046 0.2930 0.0186 0.3623 0.0123 6Y 0.0000 0.0000 -0.2691 -0.0000 0.0000 0.2691 0.0184 0.3633 -0.0205 9AY 0.0000 0.0347 -0.0666 0.0000 -0.0347 0.0666 0.1339 0.0888 0.1674 11AY 0.0000 0.0347 -0.0666 -0.0000 -0.0347 0.0666 -0.1127 0.1787 0.1706 3121 0.0000 0.0000 -0.7659 -0.0000 0.0000 0.7659 0.0113 0.0466 -0.0212 4110 0.0000 0.3600 -0.9629 -0.0000 -0.3600 0.9629 0.0007 0.0762 -0.0239 412S 0.0000 0.0000 -0.5610 -0.0000 0.0000 0.5610 0.0079 0.0970 -0.0218 5110 0.0000 0.0000 -0.6359 0.0000 0.0000 0.6359 0.0087 0.1485 -0.0234 5L2S 0.0000 0.0000 -0.5392 0.0000 0.0000 0.5392 0.0099 0.1769 -0.0251 5135 0.0000 0.0000 -0.4703 -0.0000 0.0000 0.4703 0.0124 0.2063 -0.0264 5140 0.0000 0.0000 -0.4660 0.0000 -0.0000 0.4860 0.0136 0.2368 -0.0273 5L5S 0.0000 0.0000 -0.3862 0.0000 0.0000 0.3862 0.0146 0.2681 -0.0286 5165 0.0000 0.0000 -0.3036 -0.0000 0.0000 0.3036 0.0161 0.2998 -0.0296 5175 0.0000 0.0000 -0.4026 0.0000 0.0000 0.4026 0.0171 0.3317 -0.0300 1815 0.0000 0.0000 -0.9848 0.0000 -0.0000 0.9848 0.0153 -0.0006 0.0026 1825 0.0000 0.0000 -0.9836 0.0000 -0.0000 0.9836 -0.0001 -0.0339 -0.0070 2010 0.0000 0.0000 -0.4526 0.0000 -0.0000 0.4526 0.0021 0.0183 -0.0040 2821 0.0000 0.0000 -0.4526 0.0000 -0.0000 0.4526 0.0006 -0.0491 -0.0282 3815 0.0000 0.0000 -0.2575 0.0000 0.0000 0.2575 0.0094 0.0583 -0.0064 3821 0.0000 0.0000 -0.2575 0.0000 -0.0000 0.2575 0.0026 0.0469 -0.0314 312X 0.0000 0.4497 -0.7659 0.0000 -0.4497 0.7659 -0.0059 0.0434 0.0102 3L2XY 0.0000 0.6040 -0.8879 -0.0000 -0.6040 0.8879 0.0112 0.0463 0.0114 3L2Y 0.0000 0.1542 -0.8879 0.0000 -0.1542 0.8879 -0.0074 0.0479 -0.0191 4L1X 0.0000 0.2774 -0.5504 0.0000 -0.2774 0.5504 0.0066 0.0774 0.0102 41109 0.0000 0.6374 -0.9629 -0.0000 -0.6374 0.9629 0.0020 0.0790 0.0116 4110 0.0000 0.3600 -0.9629 0.0000 -0.3600 0.9629 0.0065 0.0780 -0.0217 4L2X 0.0000 0.2871 -0.5610 0.0000 -0.2871 0.5610 0.0027 0.0959 0.0082 4L2XY 0.0000 0.2871 -0.5610 -0.0000 -0.2871 0.5610 0.0079 0.0974 0.0094 4129 0.0000 0.0000 -0.5610 0.0000 -0.0000 0.5610 0.0014 0.0980 -0.0198 511X 0.0000 0.3155 -0.6635 -0.0000 -0.3155 0.6635 0.0075 0.1490 0.0080 51101 0.0000 0.3155 -0.6635 0.0000 -0.3155 0.6635 0.0084 0.1491 0.0095 5110 0.0000 0.0000 -0.6359 -0.0000 0.0000 0.6359 0.0071 0.1485 -0.0213 5L2X 0.0000 0.3175 -0.5336 0.0000 -0.3175 0.5336 0.0090 0.1761 0.0090 5L2XY 0.0000 0.3175 -0.5336 -0.0000 -0.3175 0.5336 0.0096 0.1757 0.0106 5121 0.0000 0.0000 -0.5392 -0.0000 0.0000 0.5392 0.0097 0.1764 -0.0228 5L3X 0.0000 0.2710 -0.4703 0.0000 -0.2710 0.4703 0.0104 0.2063 0.0096 51321 0.0000 0.2710 -0.4703 -0.0000 -0.2710 0.4703 0.0110 0.2051 0.0113 5139 0.0000 0.0000 -0.3870 0.0000 0.0000 0.3870 0.0110 0.2052 -0.0240 5L4X 0.0000 0.2638 -0.5136 -0.0000 -0.2638 0.5136 0.0123 0.2376 0.0100 5L4XY 0.0000 0.2638 -0.5136 0.0000 -0.2638 0.5136 0.0121 0.2360 0.0118 5L4Y 0.0000 0.0000 -0.4026 -0.0000 0.0000 0.9026 0.0131 0.2355 -0.0258 515X 0.0000 0.2583 -0.3806 0.0000 -0.2583 0.3806 0.0135 0.2673 0.0105 5L5XY 0.0000 0.2583 -0.3806 -0.0000 -0.2583 0.3806 0.0139 0.2662 0.0123 5151 0.0000 0.0000 -0.3862 -0.0000 0.0000 0.3862 0.0144 0.2669 -0.0271 5L6X 0.0000 0.2118 -0.3036 0.0000 -0.2118 0.3036 0.0152 0.2996 0.0107 51629 0.0000 0.2118 -0.3036 -0.0000 -0.2118 0.3036 0.0154 0.2988 0.0126 5160 0.0000 0.0000 -0.3036 0.0000 0.0000 0.3036 0.0154 0.2988 -0.0280 517X 0.0000 0.2342 -0.4302 -0.0000 -0.2342 0.4302 0.0171 0.3326 0.0106 5170Y 0.0000 0.2342 -0.4302 0.0000 -0.2342 0.4302 0.0166 0.3319 0.0126 5L7Y 0.0000 0.0000 -0.4026 -0.0000 0.0000 0.4026 0.0171 0.3311 -0.0283 1810 0.0000 0.0000 -0.9848 -0.0000 -0.0000 0.9848 -0.0159 0.0007 0.0027 1822 0.0000 0.8759 -0.9836 -0.0000 -0.8759 0.9836 0.0001 0.1515 -0.0303 2810 0.0000 0.0000 -0.4526 -0.0000 -0.0000 0.4526 -0.0016 0.0204 -0.0024 2822 0.0000 0.5782 -0.4526 -0.0000 -0.5782 0.4526 0.0012 0.2183 -0.0254 38819 0.0000 0.0000 -0.2575 -0.0000 0.0000 0.2575 -0.0042 0.0603 -0.0040 3H2X 0.0000 0.3047 -0.2575 -0.0000 -0.3047 0.2575 0.0034 0.1760 -0.0030 Summary of Suspension Capacities and Osages for Load Case "NESC 250B (Wind Transverse)": Suspension Tension Input Factored Osage Label Tension Tension Capacity Capacity (kips) (kips) (kips) I1 8.179 20.00 20.00 40.89 I2 8.179 20.00 20.00 40.89 I3 8.179 20.00 20.00 40.89 14 8.179 20.00 20.00 40.89 I5 8.179 20.00 20.00 90.89 I6 8.179 20.00 20.00 40.89 CG Engineering - wa158 roxbury 1.0 Page 18/33 Analysis Results for Load Case No. 2 "NESC 250C (Wind Transverse)" - Number of iterations in SAPS 10 Equilibrium Joint Positions and Rotations for Load Case "NESC 250C (Wind Transverse)": Joint X-Displ Y-Disp) L-Disp) X -Rot Y -Rot S -Rot X-Pos Y-Pos L-Pos Label (ft) (ft) (1t) (deg) (deg) (deg) (ft) (ft) (ft) 1P 0 0 0 0.0000 0.0000 0.0000 21.69 21.88 0 2P -4.1980-005 0.002729 -0.01813 -0.0750 -0.0525 0.2434 14.99 15 34.98 3P 0.0001563 0.02697 -0.02328 -0.1566 0.0056 0.2600 11.51 11.53 54.98 4P 0.002281 0.07433 -0.02461 -0.1595 -0.1066 0.1675 7.929 8.001 75.78 5P 0.004028 0.1423 -0.02155 -0.2353 -0.0161 0.0904 4.004 4.142 97.98 6P 0.01892 0.4155 -0.0309 -0.3309 0.0130 0.0168 4.019 4.416 148.1 7P 0.02 0.454 -0.007593 0.0000 0.0000 0.0000 0.02 0.454 154.9 88 0.01229 0.1766 -0.08459 -0.3282 0.0225 -0.0332 0.01229 15.43 104.9 9P 0.003174 0.1799 -0.1251 1.5030 0.0018 -0.0265 0.003174 -19.07 104.9 9AP -0.08736 0.1408 0.13 -0.1352 0.2072 -0.0477 3.224 -9.109 107.7 10P 0.015 0.2741 -0.09499 -0.3522 0.0133 -0.0091 0.015 15.52 123.4 11P 0.01256 0.2775 -0.1157 1.4847 0.0179 0.0013 0.01256 -18.97 123.4 11AP 0.1072 0.2403 0.1376 -0.1527 -0.1957 0.0260 -3.204 -9.01 126.2 12P 0.01905 0.3804 -0.09815 -0.3524 0.0120 -0.0073 0.01905 15.63 141.9 13P 0.01642 0.3834 0.0896 -0.2546 0.0133 0.0005 0.01642 -18.87 142.1 1X 0 0 0 0.0000 0.0000 0.0000 21.69 -21.88 0 1XY 0 0 0 0.0000 0.0000 0.0000 -21.69 -21.88 0 10 0 0 0 0.0000 0.0000 0.0000 -21.69 21.88 0 2X -0.005941 0.003816 0.01101 0.1519 -0.2316 -1.1578 14.99 -14.99 35.01 2XY 0.005767 0.007973 0.01221 0.1434 0.2338 1.1536 -14.99 -14.99 35.01 21' -8.362e-005 0.006826 -0.01657 -0.0851 0.0547 -0.2520 -14.99 15 34.98 3X -0.009463 0.02821 0.01281 0.1106 -0.2641 -1.2337 11.5 -11.48 55.01 3XY 0.0119 0.03487 0.01397 0.1040 0.2747 1.2261 -11.49 -11.47 55.01 3Y 0.0008029 0.03361 -0.02085 -0.1593 0.0034 -0.2748 -11.5 11.54 54.98 4X -0.003553 0.07453 0.01209 0.0259 -0.0420 -1.0161 7.924 -7.853 75.81 420 0.01131 0.08179 0.01388 0.0295 0.0562 1.0063 -7.916 -7.845 75.82 4Y 0.001775 0.08117 -0.02191 -0.1650 0.1201 -0.1877 -7.925 8.008 75.78 5X 0.008522 0.1426 0.009688 -0.1934 -0.0136 -0.4788 4.009 -3.857 98.01 5XY 0.006926 0.1476 0.01052 -0.1846 0.0319 0.4657 -3.993 -3.852 98.01 50 0.00576 0.1473 -0.01925 -0.2292 0.0455 -0.1123 -3.994 4.147 97.98 60 0.01799 0.415 0.01453 -0.3129 0.0079 -0.0554 4.018 -3.585 148.2 6XY 0.01822 0.4156 0.01635 -0.3146 0.0190 0.0462 -3.982 -3.584 148.2 6Y 0.01901 0.4162 -0.02921 -0.3307 0.0112 -0.0289 -3.981 4.416 148.1 9AY 0.1024 0.1437 0.1296 -0.1302 -0.1901 0.0016 -3.209 -9.106 107.7 11A0 -0.08046 0.2406 0.1347 -0.1469 0.2216 -0.0198 3.231 -9.009 126.2 3L2S 0.01169 0.05951 -0.0222 -0.1551 -0.0760 0.1979 9.134 9.182 68.83 4L15 -0.0002795 0.09429 -0.02471 -0.1935 0.0118 0.1556 6.619 6.714 83.17 41.25 0.007208 0.1171 -0.0224 -0,1983 -0.0123 0.1242 5.319 5.429 90.56 5110 0.008 0.1749 -0.02392 -0.2866 0.0337 0.0815 4.008 4.175 105 5125 0.009553 0.2065 -0.02569 -0.3005 0.0167 0.0775 4.01 4.206 111.1 5130 0.01236 0.2395 -0.02704 -0.3130 0.0230 0.0724 4.012 4.24 117.3 5145 0.01371 0.2737 -0.02797 -0.3195 0.0081 0.0673 4.014 4.274 123.5 5155 0.01502 0.3085 -0.02937 -0.3255 0.0150 0.0599 4.015 4.309 129.6 5160 0.01661 0.344 -0.03033 -0.3329 0.0107 0.0407 4.017 4.344 135.8 51,75 0.01761 0.3799 -0.03074 -0.3325 0.0094 0.0214 4.018 4.38 142 1015 0.07556 0.002947 0.01411 -0.1025 -0.1422 0.2115 15.07 0.002947 35.01 1820 -6.24e-005 -0.04541 -0.00925 -0.0811 0.0039 -0.0096 -6.24e-005 14.95 34.99 2015 0.05968 0.02731 0.006542 -0.1231 -0.1282 0.2075 11.56 0.02731 55.01 2025 0.0004506 -0.05946 -0.03249 -0.1570 0.0069 -0.0211 0.0004506 11.45 54.97 3015 0.03162 0.07389 -0.0009512 -0.1700 -0.0728 0.1805 7.959 0.07389 75.8 31125 0.002005 0.06051 -0.03348 -0.1623 0.0114 -0.0320 0.002005 7.988 75.77 31270 -0.01809 0.05773 0.0109 0.0569 -0.1191 -1.0879 9.104 -9.064 68.87 31200 0.02401 0.0653 0.01189 0.0560 0.1319 1.0790 -9.098 -9.057 68.87 31.20 -0.008697 0.0657 -0.01976 -0.1626 0.0870 -0.2160 -9.131 9.188 68.83 4110 0.007426 0.09509 0.01349 -0.0155 -0.1311 -0.8139 6.627 -6.524 83.21 41150 0.002646 0.1016 0.01445 -0.0115 0.1472 0.8032 -6.617 -6.518 83.21 4110 0.005949 0.1006 -0.02207 -0.1909 0.0055 -0.1775 -6.613 6.72 83.17 4L2X 0.003394 0.1162 0.01125 -0.0510 -0.1201 -0.6287 5.315 -5.195 90.6 41221 0.009183 0.1221 0.01214 -0.0476 0.1387 0.6170 -5.302 -5.19 90.6 4L2Y 0.0002834 0.1227 -0.01988 -0.1996 0.0297 -0.1461 -5.311 5.434 90.57 511X 0.008151 0.1752 0.01136 -0.2855 0.0067 -0.3775 4.008 -3.825 105 51.10Y 0.00944 0.1708 0.01244 -0.2752 0.0115 0.3630 -3.991 -3.821 105 511Y 0.006376 0.1784 -0.0214 -0.2743 0.0070 -0.1043 -3.994 4.178 105 5L2X 0.009628 0.2061 0.01248 -0.3069 0.0171 -0.3578 4.01 -3.794 111.2 51.200 0.01014 0.2086 0.01374 -0.2960 0.0045 0.3436 -3.99 -3.791 111.2 5120 0.009249 0.209 -0.02303 -0.2919 0.0260 -0.1013 -3.991 4.209 111.1 513X 0.01069 0..2396 0.01327 -0.3203 0.0115 -0.3129 4.011 -3.76 117.3 5L3XY 0.01151 0.2409 0.01466 -0.3101 0.0119 0.3000 -3.988 -3.759 117.3 51,30 0.01086 0.241 -0.02427 -0.3004 0.0109 -0.0978 -3.989 4.241 117.3 5L40 0.0124 0.2743 0.01374 -0.3127 0.0145 -0.2680 4.012 -3.726 123.5 51400 0.0124 0.2748 0.01525 -0.3079 0.0100 0.2564 -3.988 -3.725 123.5 514Y 0.01324 0.2745 -0.0263 -0.3185 0.0213 -0.0761 -3.987 4.274 123.5 5150 0.01349 0.3081 0.0144 -0.3864 0.0426 -0.3044 4.013 -3.692 129.7 51.5XY 0.01396 0.3087 0.01606 -0.3896 -0.0176 0.2954 -3.986 -3.691 129.7 5150 0.01469 0.3091 -0.02767 -0.3235 0.0095 -0.0711 -3.985 4.309 129.6 51.6X 0.01496 0.344 0.01474 -0.3257 0.0155 -0.1914 4.015 -3.656 135.8 51600 0.01535 0.3447 0.01651 -0.3246 0.0120 0.1825 -3.985 -3.655 135.8 5L6Y 0.01587 0.3445 -0.02858 -0.3337 0.0155 -0.0525 -3.984 4.345 135.8 5175 0.01683 0.3806 0.01473 -0.3319 0.0196 -0.0785 4.017 -3.619 142 5L700 0.01646 0.3811 0.01655 -0.3321 0.0077 0.0697 -3.984 -3.619 142 5177 0.01767 0.3806 -0.029 -0.3334 0.0158 -0.0338 -3.982 4.381 142 1810 -0.07644 0.006661 0.01428 -0.0968 0.1442 -0.2084 -15.07 0.006661 35.01 17620 -3.249e-005 0.4021 -0.08149 0.1431 0.0028 -0.0109 -3.249e-005 -14.59 34.92 27812 -0.05002 0.0337 0.008048 -0.1160 0.1380 -0.1964 -11.56 0.0337 55.01 2H2X 0.001347 0.5138 -0.07513 0.1123 0.0016 -0.0230 0.001347 -10.99 54.92 31110 -0.02844 0.08071 0.001709 -0.1602 0.0868 -0.1529 -7.956 0.08071 75.8 3H2X 0.004005 0.4117 -0.0316 0.0143 0.0018 -0.0370 0.004005 -7.515 75.77 Joint Support Reactions for Load Case "MESO 250C (Wind Transverse)", Joint X X Y Y H -Shear L Comp. Uplift Result. Result. Y R -M. Y Y -M. H-Dend-M S E -M. Max. Label Force Usage Force Osage Usage Force Usage Osage Force Usage Moment Usage Moment Usage Usage Moment Usage Usage (kips) 6 (kips) 9 9 (kips) 8 8 (kips) 6 (ft -k) 6 (ft -k) 9 9 (ft -k) 6 8 1P -21.48 0.0 -23.37 0.0 0.0 -112.63 0.0 0.0 117.02 0.0 -0.12 0.0 0.3 0.0 0.0 -0.93 0.0 0.0 1X 14.68 0.0 -18.24 0.0 0.0 75.62 0.0 0.0 79.16 0.0 -1.35 0.0 0.9 0.0 0.0 4.01 0.0 0.0 102 -17.55 0.0 -23.64 0.0 0.0 90.68 0.0 0.0 95.34 0.0 -1.25 0.0 -0.9 0.0 0.0 -4.02 0.0 0.0 12 21.48 0.0 -25.71 0.0 0.0 -112.58 0.0 0.0 117.46 0.0 0.00 0.0 -0.3 0.0 0.0 0.95 0.0 0.0 Joint Displacements, Loads and Member Forces on Joints for Load Case "NESC 2500 (Wind Transverse)": Joint X &xternal Y External Z External X Member Y Member f Member X Y L Label Load Load Load Force Force Force Disp. Disp. Disp. (kips) (kips) (kips) (kips) (kips) (kips) (ft) (ft) (ft) 1P 0.0000 0.0000 -1.2340 21.4805 23.3695 -111.3939 0.0000 0.0000 0.0000 2P 0.0000 0.0000 -1.3411 0.0000 0.0000 1.3411 -0.0000 0.0027 -0.0181 3P 0.0000 0.0000 -0.6646 -0.0000 0.0000 0.6646 0.0002 0.0270 -0.0233 4P 0.0000 1.0181 -0.6537 -0.0000 -1.0181 0.6537 0.0023 0.0743 -0.0246 50 0.0000 0.0000 -0.5094 0.0000 0.0000 0.5094 0.0040 0.1423 -0.0216 6P 0.0000 0.0000 -0.2242 0.0000 0.0000 0.2242 0.0189 0.4155 -0.0309 7P 0.0000 0.2112 -0.1617 0.0000 -0.2112 0.1617 0.0200 0.4540 -0.0076 8P 0.4780 6.6540 -2.4768 -0.4780 -6.6540 2.4768 0.0123 0.1766 -0.0846 9P 0.4780 6.8951 -2.5515 -0.4780 -6.8951 2.5515 0.0032 0.1799 -0.1251 9AP 0.0000 0.0982 -0.0555 -0.0000 -0.0982 0.0555 -0.0874 0.1408 0.1300 1OP 0.4780 6.6540 -2.4768 -0.4780 -6.6540 2.4768 0.0150 0.2741 -0.0950 11P 0.4780 6.8951 -2.5515 -0.4780 -6.8951 2.5515 0.0126 0.2775 -0.1157 11AP 0.0000 0.0982 -0.0555 0.0000 -0.0982 0.0555 0.1072 0.2403 0.1376 12P 0.4780 6.6540 -2.4768 -0.4780 -6.6540 2.4768 0.0190 0.3804 -0.0982 13P 0.4780 6.9470 -2.5628 -0.4780 -6.9470 2.5628 0.0164 0.3834 0.0896 1X 0.0000 2.0467 -1.2340 -14.6815 16.1906 76.8544 0.0000 0.0000 0.0000 CG Engineering - wa158 roxbury 1.0 Page 19/33 4,0 120 0.0000 2.7861 -1.4065 17.5534 20.8533 92.0860 0.0000 0.0000 0.0000 10 0.0000 0.7394 -1.4065 -21.4843 24.9667 -111.1727 0.0000 0.0000 0.0000 2X 0.0000 2.3941 -1.3411 0.0000 -2.3941 1.3411 -0.0059 0.0038 0.0110 2XY 0.0000 3.5525 -1.6113 -0.0000 -3.5525 1.6113 0.0058 0.0080 0.0122 2Y 0.0000 1.1584 -1.6113 -0.0000 -1.1584 1.6113 -0.0001 0.0068 -0.0166 3X 0.0000 1.2663 -0.6646 0.0000 -1.2663 0.6646 -0.0095 0.0282 0.0128 320 0.0000 1.9759 -0.8302 -0.0000 -1.9759 0.8302 0.0119 0.0349 0.0140 30 0.0000 0.7095 -0.8302 0.0000 -0.7095 0.8302 0.0008 0.0336 -0.0209 40 0.0000 0.5759 -0.3100 0.0000 -0.5759 0.3100 -0.0036 0.0745 0.0129 400 0.0000 1.8944 -0.7239 -0.0000 -1.8944 0.7239 0.0113 0.0818 0.0139 4Y 0.0000 1.3186 -0.7239 0.0000 -1.3186 0.7239 0.0018 0.0812 -0.0219 5X 0.0000 0.9146 -0.5094 -0.0000 -0.9146 0.5094 0.0085 0.1426 0.0097 5X0 0.0000 0.9146 -0.5094 0.0000 -0.9146 0.5094 0.0069 0.1476 0.0105 50 0.0000 0.0000 -0.5094 -0.0000 0.0000 0.5094 0.0058 0.1473 -0.0193 6X 0.0000 0.5788 -0.2442 -0.0000 -0.5788 0.2442 0.0180 0.4150 0.0145 600 0.0000 0.5788 -0.2442 0.0000 -0.5788 0.2442 0.0182 0.4156 0.0163 6Y 0.0000 0.0000 -0.2242 -0.0000 0.0000 0.2242 0.0190 0.4162 -0.0292 9AY 0.0000 0.0982 -0.0555 0.0000 -0.0982 0.0555 0.1024 0.1437 0.1296 112.0 0.0000 0.0982 -0.0555 -0.0000 -0.0982 0.0555 -0.0805 0.2406 0.1347 3L2S 0.0000 0.0000 -0.6382 -0.0000 -0.0000 0.6382 0.0117 0.0595 -0.0222 4L10 0.0000 1.0181 -0.8024 -0.0000 -1.0181 0.8024 -0.0003 0.0943 -0.0247 4L2S 0.0000 0.0000 -0.4675 -0.0000 -0.0000 0.4675 0.0072 0.1171 -0.0224 5110 0.0000 0.0000 -0.5299 0.0000 0.0000 0.5299 0.0080 0.1749 -0.0239 5125 0.0000 0.0000 -0.4493 0.0000 0.0000 0.4493 0.0096 0.2065 -0.0257 5130 0.0000 0.0000 -0.3920 -0.0000 0.0000 0.3920 0.0124 0.2395 -0.0270 514S 0.0000 0.0000 -0.4050 0.0000 -0.0000 0.4050 0.0137 0.2737 -0.0280 5155 0.0000 0.0000 -0.3218 0.0000 0.0000 0.3218 0.0150 0.3085 -0.0294 5160 0.0000 0.0000 -0.2530 -0.0000 0.0000 0.2530 0.0166 0.3440 -0.0303 5L7S 0.0000 0.0000 -0.3355 0.0000 0.0000 0.3355 0.0176 0.3799 -0.0307 19810 0.0000 0.0000 -0.8207 0.0000 -0.0000 0.8207 0.0756 0.0029 0.0141 1H2S 0.0000 0.0000 -0.8197 0.0000 -0.0000 0.8197 -0.0001 -0.0454 -0.0093 29810 0.0000 0.0000 -0.3771 0.0000 -0.0000 0.3771 0.0597 0.0273 0.0065 29825 0.0000 0.0000 -0.3771 0.0000 -0.0000 0.3771 0.0005 -0.0595 -0.0325 3H1S 0.0000 0.0000 -0.2146 0.0000 -0.0000 0.2146 0.0316 0.0739 -0.0010 3025 0.0000 0.0000 -0.2146 0.0000 -0.0000 0.2146 0.0020 0.0605 -0.0335 3L2X 0.0000 1.2719 -0,6382 0.0000 -1.2719 0.6382 -0.0181 0.0577 0.0109 3L2XY 0.0000 1.7081 -0.7399 -0.0000 -1.7081 0.7399 0.0240 0.0653 0.0119 30.22 0.0000 0.4362 -0.7399 0.0000 -0.4362 0.7399 -0.0087 0.0657 -0.0198 4110 0.0000 0.7845 -0.4586 0.0000 -0.7845 0.4586 0.0074 0.0951 0.0135 4LOXY 0.0000 1.8026 -0.8024 -0.0000 -1.8026 0.8024 0.0026 0.1016 0.0145 4L10 0.0000 1.0181 -0.8024 0.0000 -1.0181 0.8024 0.0059 0.1006 -0.0221 4122 0.0000 0.8118 -0.4675 0.0000 -0.8118 0.4675 0.0034 0.1162 0.0112 41200 0.0000 0.8118 -0.4675 -0.0000 -0.8118 0.4675 0.0092 0.1221 0.0121 4120 0.0000 0.0000 -0.4675 0.0000 -0.0000 0.4675 0.0003 0.1227 -0.0199 5110 0.0000 0.8924 -0.5529 -0.0000 -0.8924 0.5529 0.0082 0.1752 0.0114 51120 0.0000 0.8924 -0.5529 0.0000 -0.8924 0.5529 0.0094 0.1788 0.0124 5110 0.0000 0.0000 -0.5299 -0.0000 0.0000 0.5299 0.0064 0.1784 -0.0214 5120 0.0000 0.8980 -0.4447 -0.0000 -0.8980 0.4447 0.0096 0.2061 0.0125 51200 0.0000 0.8980 -0.4447 0.0000 -0.8980 0.4447 0.0101 0.2086 0.0137 5L2Y 0.0000 0.0000 -0.4493 -0.0000 0.0000 0.4493 0.0092 0.2090 -0.0230 513X 0.0000 0.7664 -0.3920 0.0000 -0.7664 0.3920 0.0107 0.2396 0.0133 5L3XY 0.0000 0.7664 -0.3920 -0.0000 -0.7664 0.3920 0.0115 0.2409 0.0147 5L3Y 0.0000 0.0000 -0.3225 0.0000 -0.0000 0.3225 0.0109 0.2410 -0.0243 5140 0.0000 0.7460 -0.4280 -0.0000 -0.7460 0.4280 0.0124 0.2743 0.0137 5L4XY 0.0000 0.7460 -0.4280 0.0000 -0.7460 0.4280 0.0124 0.2748 0.0153 5140 0.0000 0.0000 -0.3355 -0.0000 0.0000 0.3355 0.0132 0.2745 -0.0263 5150 0.0000 0.7305 -0.3172 -0.0000 -0.7305 0.3172 0.0135 0.3081 0.0144 51.5XY 0.0000 0.7305 -0.3172 0.0000 -0.7305 0.3172 0.0140 0.3087 0.0161 5150 0.0000 0.0000 -0.3218 -0.0000 0.0000 0.3218 0.0147 0.3091 -0.0277 5160 0.0000 0.5990 -0.2530 0.0000 -0.5990 0.2530 0.0150 0.3440 0.0147 5L600 0.0000 0.5990 -0.2530 -0.0000 -0.5990 0.2530 0.0153 0.3447 0.0165 50.63 0.0000 0.0000 -0.2530 0.0000 0.0000 0.2530 0.0159 0.3445 -0.0286 5170 0.0000 0.6623 -0.3585 -0.0000 -0.6623 0.3585 0.0168 0.3806 0.0147 51700 0.0000 0.6623 -0.3585 0.0000 -0.6623 0.3505 0.0165 0.3811 0.0166 5172 0.0000 0.0000 -0.3355 -0.0000 0.0000 0.3355 0.0177 0.3806 -0.0290 1810 0.0000 0.0000 -0.8207 -0.0000 -0.0000 0.8207 -0.0764 0.0067 0.0143 1820 0.0000 2.4771 -0.8197 -0.0000 -2.4771 0.8197 -0.0000 0.4021 -0.0815 2810 0.0000 0.0000 -0.3771 -0.0000 -0.0000 0.3771 -0.0580 0.0337 0.0080 2H2X 0.0000 1.6351 -0.3771 -0.0000 -1.6351 0.3771 0.0013 0.5138 -0.0751 3810 0.0000 0.0000 -0.2146 -0.0000 -0.0000 0.2146 -0.0284 0.0807 0.0017 3820 0.0000 0.8616 -0.2146 -0.0000 -0.8616 0.2146 0.0040 0.4117 -0.0316 Summary of Suspension Capacities and Usages for Load Casa "MSC 2500 (Wind Transverse)": Suspension Tension Input Factored Usage Label Tension Tension Capacity Capacity (hips) (kips) (kip,) I1 7.073 20.00 20.00 35.36 I2 7.073 20.00 20.00 35.36 I3 7.073 20.00 20.00 35.36 I4 7.073 20.00 20.00 35.36 I5 7.073 20.00 20.00 35.36 I6 7.073 20.00 20.00 35.36 CG Engineering - wa158 roxbury 1.0 Page 20/33 ".** Analysis Results for Load Case Nc. 3 "NESC 250C (Wind @ Corner)" - Number of iterations in SAPS 10 Equilibrium Joint Positions and Rotations for Load Case "NESC 250C (Wind 8 Corner)": Joint X-Displ Y-Displ Z-Displ X -Rot Y -Rot Z -Rot X-Pos Y-Pos Z-Pos Label (ft) (ft) (00) (deg) (deg) (dog) (ft) (ft) (ft) 1P 0 0 2P 0.005504 0.001624 3P 0.01547 0.02205 4P 0.0305 0.06243 5P 0.04799 0.1200 6P 0.1215 0.3527 7P 0.1323 0.3644 8P 0.05617 0.1479 9P 0.05996 0.1514 9AP -0.03116 0.1098 10P 0.08195 0.2313 11P 0.09037 0.2348 11AP 0.1979 0.1972 12P 0.1107 0.3217 13P 0.1173 0.3246 10 0 0 1X7 0 0 1Y 0 0 20 0.003263 0.002114 207 0.008039 0.006959 2Y 0.005865 0.002407 30 0.009816 0.02268 3XY 0.02117 0.03226 3Y 0.01614 0.01982 4X 0.02611 0.06234 407 0.03327 0.0674 4Y 0.03036 0.06274 5X 0.04893 0.1214 507 0.04769 0.1207 5Y 0.04968 0.1212 6X 0.1223 0.3521 600 0.1225 0.3507 6Y 0.1216 0.3513 9AY 0.1654 0.1134 11AY -0.002797 0.1945 3L2S 0.03429 0.05242 4110 0.033 0.07871 4120 0.04499 0.1001 5110 0.0584 0.1487 5125 0.06648 0.1756 5135 0.07606 0.2036 5140 0.08478 0.2324 5155 0.09375 0.2621 51.6S 0.1032 0.2922 5175 0.1123 0.3224 11410 0.03496 0.001691 1H2S 0.00513 0.02729 2815 0.03364 0.02217 2825 0.01549 0.03196 31110 0.04096 0.06197 3H2S 0.03002 0.07086 3L2X 0.01174 0.0453 3L2XY 0.03781 0.0594 3L2Y 0.01665 0.04368 411% 0.03756 0.08106 4110Y 0.03311 0.08005 41.1Y 0.03888 0.08352 4L2X 0.03877 0.09767 4L2XY 0.04386 0.101 4L2Y 0.03872 0.09851 5110 0.05644 0.1488 51100 0.05747 0.1482 511Y 0.05695 0.1474 5L2X 0.06519 0.1749 5120Y 0.06574 0.1736 51.2Y 0.0663 0.174 5130 0.07403 0.2034 5130Y 0.07473 0.2015 5L3Y 0.07488 0.2012 5140 0.08362 0.233 5L4XY 0.08363 0.2304 5140 0.08444 0.2301 5L5X 0.0928 0.2615 5L5XY 0.09325 0.2594 5L5Y 0.09351 0.2597 5L6X 0.1026 0.292 5L6XY 0.1029 0.2902 5L6Y 0.1026 0.29 5171 0.1128 0.3232 5L7XY 0.1125 0.3213 517Y 0.1123 0.3208 1810 0.2315 0.004196 1820 0.005113 0.2306 21110 0.3795 0.02565 2420 0.01528 0.3665 3H1Y 0.2132 0.06448 3621 0.02943 0.2837 O 0.0000 - 0.01968 -0.0261 - 0.02475 -0.1109 -0.02598 -0.0912 -0.02251 -0.1881 - 0.03235 -0.2814 -0.007309 0.0000 - 0.07395 -0.2871 -0.1423 1.5706 0.1224 -0.0985 -0.08238 -0.3057 -0.1362 1.5656 0.1327 -0.0536 - 0.08508 -0.3054 0.0736 -0.2072 O 0.0000 O 0.0000 O 0.0000 0.005985 0.0797 0.01375 -0.0630 - 0.01088 0.1069 0.006838 0.0580 0.01517 -0.1050 -0.015 0.0575 0.006446 -0.0372 0.0157 -0.0535 -0.01559 -0.0669 0.003787 -0.1811 0.01197 -0.1767 - 0.01389 -0.1762 0.00605 -0.2623 0.01851 -0.2673 - 0.02043 -0.2825 0.1257 -0.0404 0.1261 -0.1085 - 0.02346 -0.0923 -0.02608 -0.1539 - 0.02344 -0.1554 - 0.02504 -0.2475 - 0.02692 -0.2541 -0.02834 -0.2653 -0.02931 -0.2699 -0.03079 -0.2766 - 0.03179 -0.2812 - 0.0322 -0.2814 0.006401 -0.0868 0.005062 0.0416 -0.003589 -0.1043 -0.01375 -0.0266 - 0.01015 -0.1438 -0.02576 -0.0799 0.0056 -0.0038 0.01331 -0.0666 - 0.01464 -0.0255 0.006419 -0.0387 0.01636 -0.1229 -0.01517 -0.0528 0.004944 -0.0698 0.0134 -0.1355 -0.01423 -0.0709 0.004737 -0.2354 0.01404 -0.2328 - 0.01526 -0.2396 0.005336 -0.2638 0.01546 -0.2554 -0.01631 -0.2508 0.005747 -0.2725 0:01649 -0.2671 -0.01712 -0.2566 0.005963 -0.2656 0.01715 -0.2596 -0.01844 -0.2752 0.006235 -0.3386 0.01006 -0.3407 -0.01937 -0.2757 0.006343 -0.2728 0.0186 -0.2774 -0.01998 -0.2054 0.006243 -0.2812 0.01869 -0.2838 -0.02026 -0.2854 - 0.0452 -0.0811 - 0.04623 0.0084 - 0.0632 -0.0992 - 0.05154 -0.0192 - 0.02618 -0.1397 -0.0187 -0.0518 0.0000 0.0110 0.0732 -0.0339 0.0426 0.0861 0.0000 0.0745 0.0566 0.2786 0.0796 0.0756 -0.2658 0.0847 0.0909 0.0000 0.0000 0.0000 - 0.1196 0.0495 -0.0791 -0.1407 0.0793 -0.1301 0.0125 - 0.0306 0.0146 0.0516 0.0514 0.0582 0.0852 0.0959 0.0853 -0.2929 0.2815 - 0.0027 0.0701 0.0500 0.0886 0.0792 0.0885 0.0000 0.0117 0.0178 0.0069 0.0048 0.0232 0.0000 -0.0321 0.0028 -0.0250 0.0093 0.0011 0.0373 0.0081 0.0206 0.0000 0.0000 0.0000 - 0.6901 0.0075 0.6669 -0.7805 0.0168 0.7448 - 0.6520 0.0751 0.5783 -0.3061 0.0879 0.2386 - 0.0345 0.0533 - 0.0073 0.0282 0.0019 0.0107 0.0146 0.0114 0.0131 0.0187 0.0232 0.0783 0.0277 0.0876 0.0420 0.0857 0.0336 0.0842 0.0253 - 0.0546 0.1629 0.0421 -0.1715 -0.0331 0.1693 0.0502 -0.1819 - 0.0095 0.1373 0.0610 -0.1476 - 0.0369 -0.6950 0.0030 0.0555 -0.0280 0.6349 - 0.0550 -0.5142 0.0655 0.0721 -0.0640 0.4400 -0.0363 -0.3971 0.0709 0.0753 -0.0218 0.3284 0.0718 -0.2446 0.0876 0.1136 0.0736 0.1599 0.0877 -0.2451 0.0726 0.1583 0.0869 0.1291 0.0847 -0.2143 0.0857 0.1533 0.0776 0.1145 0.0874 -0.1836 0.0862 0.1483 0.0864 0.0201 0.1186 -0.2558 0.0542 0.2759 0.0817 -0.0147 0.0915 -0.1553 0.0929 0.1750 0.0886 -0.0119 0.0962 -0.0549 0.0861 0.0744 0.0890 -0.0090 - 0.0161 -0.1622 0.0393 0.1567 - 0.0280 -0.1718 0.0454 0.1553 - 0.0054 -0.1474 0.0547 0.1167 21.69 15 11.52 7.958 4.048 4.121 0.1323 0.05647 0.05996 3.28 0.08195 0.09037 - 3.114 0.1107 0.1173 21.69 - 21.69 -21.69 15 -14.99 -14.99 11.52 -11.48 -11.49 7.953 - 7.894 -7.897 4.049 -3.952 -3.95 4.122 -3.877 - 3.878 -3.146 3.309 9.156 6.652 21.88 0 15 34.98 11.53 54.98 7.99 75.78 4.121 97.98 4.353 148.1 0.3844 154.9 15.4 104.9 -19.1 104.9 -9.14 107.7 15.48 123.4 -19.02 123.4 - 9.053 126.2 15.57 141.9 -18.93 142.1 -21.88 0 -21.88 0 21.88 0 -14.99 35.01 -14.99 35.01 15 34.99 - 11.48 55.01 - 11.47 55.02 11.53 54.99 -7.865 75.81 -7.86 75.82 7.99 75.79 - 3.879 98 -3.879 98.01 4.121 97.99 -3.648 148.2 -3.649 148.2 4.351 148.1 - 9.137 107.7 - 9.056 126.2 9.175 68.83 6.698 83.17 5.357 5.412 90.56 4.058 4.149 105 4.066 4.176 111.1 4.076 4.204 117.3 4.085 4.232 123.5 4.094 4.262 129.6 4.103 4.292 135.8 4.112 4.322 142 15.03 0.001691 35.01 0.00513 15.02 35.01 11.54 0.02217 55 0.01549 7.968 0.03002 9.134 -9.084 -9.106 6.657 -6.586 -6.58 5.35 - 5.268 -5.273 4.056 -3.943 -3.943 4.065 -3.934 - 3.934 4.074 - 3.925 - 3.925 4.084 -3.916 -3.916 4.093 -3.907 -3.906 4.103 - 3.897 -3.897 4.113 -3.888 11.54 54.99 0.06197 75.79 7.998 75.78 - 9.077 68.86 -9.063 68.87 9.166 68.84 -6.538 83.2 -6.539 83.21 6.703 83.18 - 5.214 90.59 - 5.211 90.6 5.41 90.57 - 3.851 105 -3.852 105 4.147 105 - 3.825 111.2 - 3.826 111.2 4.174 111.2 -3.797 117.3 -3.799 117.3 4.201 117.3 - 3.767 123.5 -3.77 123.5 4.23 123.5 - 3.739 129.7 -3.741 129.7 4.26 129.6 -3.708 135.8 -3.71 135.9 4.29 135.8 -3.677 142 - 3.679 142 -3.888 4.321 142 -14.76 0.004196 34.95 0.005113 -14.76 34.95 -11.13 0.02565 54.94 0.01528 -11.14 54.95 - 7.714 0.06448 75.78 0.02943 -7.643 75.78 Joint Support Reactions for Load Case "NESC 2500 (Wind @ Corner)": Joint X X Y Y 0 -Shear 8 Comp. Uplift Result. Result. X X -M. Y 0-M. N -Bend -M Z Z -M. Max. Label Force Usage Force Usage Usage Force Usage Usage Fare. Usage Moment Usage Moment Usage Usage Moment Usage Usage (kips) 8 (kips) 8 0 (kips) 5 4 (kips) 8 (ft -k) 4 (ft -k) 4 4 (ft -k) 4 8 1P -27.18 0.0 -26.33 0.0 10 3.22 0.0 -7.66 0.0 308Y -24.29 0.0 -24.42 0.0 10 7.25 0.0 -14.02 0.0 0.0 -130.48 0.0 0.0 27.89 0.0 0.0 103.77 0.0 0.0 -60.09 0.0 0.0 135.85 0.0 29.10 0.0 109.33 0.0 62.13 0.0 -0.31 0.0 0.0 -0.89 0.0 0.0 -0.42 0.0 0.0 -0.61 0.0 0.1 0.0 0.4 0.0 0.2 0.0 0.6 0.0 Joint Displacements, Loads and Member Forces on Joints for Load Case "NESC 250C (Wind 0 Corner)": Joint X External Y External E External X Member Y Member E Member X Y Z Label Load Load Load Force Force Force Pisp. Disp. n1ap. (kips) (kips) (kips) (kips) (kips) (kips) (ft) (ft) (ft) 1P 0.0000 0.0000 -1.2340 21.1806 2P 0.0000 0.0000 -1.3411 -0.0000 3P 0.0000 0.0000 -0.6646 0.0000 4P 0.7200 0.7200 -0.6537 -0.7200 5P 0.0000 0.0000 -0.5094 0.0000 6P 0.0000 0.0000 -0.2242 0.0000 7P 0.1494 0.1494 -0.1617 -0.1494 88 0.6681 6.0563 -2.4778 -0.6681 9P 0.7480 6.2268 -2.5525 -0.7480 9AP 0.0000 0.0695 -0.0555 -0.0000 10P 0.6681 6.0563 -2.4778 -0.6681 11P 0.7480 6.2268 -2.5525 -0.7480 11AP 0.1500 0.0695 -0.0555 -0.1500 12P 0.6681 6.0563 -2.4778 -0.6681 13P 0.7804 6.2635 -2.5638 -0.7804 10 0.0000 1.4474 -1.2340 -3.2178 26.3272 -129.2424 0.0000 0.0000 1.3411 0.0055 - 0.0000 0.6646 0.0155 - 0.7200 0.6537 0.0305 0.0000 0.5094 0.0480 0.0000 0.2242 0.1215 -0.1494 0.1617 0.1323 -6.0563 2.4778 0.0565 - 6.2268 2.5525 0.0600 -0.0695 0.0555 -0.0312 -6.0563 2.4778 0.0820 - 6.2268 2.5525 0.0904 -0.0695 0.0555 0.1979 - 6.0563 2.4778 0.1107 - 6.2635 2.5638 0.1173 6.2131 29.1247 0.0000 0.0000 0.0000 0.0016 -0.0197 0.0221 -0.0247 0.0624 -0.0260 0.1208 -0.0225 O .3527 -0.0324 O .3844 -0.0073 0.1479 -0.0740 0.1514 -0.1423 0.1098 0.1224 0.2313 -0.0824 0.2348 -0.1362 0.1972 0.1327 0.3217 -0.0851 0.3246 0.0736 0.0000 0.0000 0.0 -0.10 0.0 0.0 0.0 2.38 0.0 0.0 0.0 0.02 0.0 0.0 0.0 -2.30 0.0 0.0 CG Engineering - wa158 roxbury 1.0 Page 21/33 100 1.9726 1.9702 -1.4065 22.3191 22.4497 105.1724 0.0000 0.0000 0.0000 17 1.9726 0.5229 -1.4065 -9.2210 13.4937 -58.6869 0.0000 0.0000 0.0000 2X 0.0000 1.6931 -1.3411 0.0000 -1.6931 1.3411 0.0033 0.0021 0.0060 2XY 2.5130 2.5123 -1.6113 -2.5130 -2.5123 1.6113 0.0080 0.0070 0.0138 2Y 2.5130 0.8192 -1.6113 -2.5130 -0.8192 1.6113 0.0059 0.0024 -0.0109 3% 0.0000 0.8955 -0.6646 0.0000 -0.8955 0.6646 0.0098 0.0227 0.0068 300 1.3973 1.3973 -0.8302 -1.3973 -1.3973 0.8302 0.0212 0.0323 0.0152 3Y 1.3973 0.5018 -0.8302 -1.3973 -0.5018 0.8302 0.0161 0.0198 -0.0150 4X 0.0000 0.4072 -0.3100 0.0000 -0.4072 0.3100 0.0261 0.0623 0.0064 400 1.3397 1.3397 -0.7239 -1.3397 -1.3397 0.7239 0.0333 0.0674 0.0157 4Y 1.3397 0.9325 -0.7239 -1.3397 -0.9325 0.7239 0.0304 0.0627 -0.0156 5% 0.0000 0.6468 -0.5094 -0.0000 -0.6468 0.5094 0.0489 0.1214 0.0038 5X0 0.6468 0.6468 -0.5094 -0.6468 -0.6468 0.5094 0.0477 0.1207 0.0120 50 0.6468 0.0000 -0.5094 -0.6468 -0.0000 0.5094 0.0497 0.1212 -0.0139 6% 0.0000 0.4093 -0.2442 -0.0000 -0.4093 0.2442 0.1223 0.3521 0.0060 6XY 0.4821 0.4093 -0.2442 -0.4821 -0.4093 0.2442 0.1225 0.3507 0.0185 6Y 0.4326 0.0000 -0.2242 -0.4326 0.0000 0.2242 0.1216 0.3513 -0.0204 9AY 0.1500 0.0695 -0.0555 -0.1500 -0.0695 0.0555 0.1654 0.1134 0.1257 1100 0.0000 0.0695 -0.0555 0.0000 -0.0695 0.0555 -0.0028 0.1945 0.1261 3123 0.0000 0.0000 -0.6382 0.0000 -0.0000 0.6382 0.0343 0.0524 -0.0235 4115 0.7200 0.7200 -0.8024 -0.7200 -0.7200 0.8024 0.0330 0.0787 -0.0261 4125 0.0000 0.0000 -0.4675 0.0000 -0.0000 0.4675 0.0450 0.1001 -0.0234 5115 0.0000 0.0000 -0.5299 -0.0000 0.0000 0.5299 0.0584 0.1487 -0.0250 5125 0.0000 0.0000 -0.4493 -0.0000 0.0000 0.4493 0.0665 0.1756 -0.0269 5135 0.0000 0.0000 -0.3920 0.0000 0.0000 0.3920 0.0761 0.2036 -0.0283 5145 0.0000 0.0000 -0.4050 -0.0000 0.0000 0.4050 0.0848 0.2324 -0.0293 5155 0.0000 0.0000 -0.3218 -0.0000 0.0000 0.3218 0.0938 0.2621 -0.0308 5161 0.0000 0.0000 -0.2530 0.0000 0.0000 0.2530 0.1032 0.2922 -0.0318 5175 0.0000 0.0000 -0.3355 0.0000 0.0000 0.3355 0.1123 0.3224 -0.0322 1015 0.0000 0.0000 -0.8207 0.0000 -0.0000 0.8207 0.0350 0.0017 0.0064 1025 0.0000 0.0000 -0.8197 -0.0000 0.0000 0.8197 0.0051 0.0273 0.0051 2515 0.0000 0.0000 -0.3771 0.0000 -0.0000 0.3771 0.0336 0.0222 -0.0036 2825 0.0000 0.0000 -0.3771 -0.0000 0.0000 0.3771 0.0155 0.0320 -0.0138 3015 0.0000 0.0000 -0.2146 0.0000 0.0000 0.2146 0.0410 0.0620 -0.0101 3H2S 0.0000 0.0000 -0.2146 -0.0000 0.0000 0.2146 0.0300 0.0709 -0.0258 3L2X 0.0000 0.8995 -0.6382 -0.0000 -0.8994 0.6382 0.0117 0.0453 0.0056 31202 1.2079 1.2079 -0.7399 -1.2079 -1.2079 0.7399 0.0378 0.0594 0.0133 3120 1.2079 0.3085 -0.7399 -1.2079 -0.3085 0.7399 0.0166 0.0437 -0.0146 4110 0.0000 0.5548 -0.4586 0.0000 -0.5548 0.4586 0.0376 0.0811 0.0064 41100 1.2748 1.2748 -0.8024 -1.2748 -1.2748 0.8024 0.0331 0.0801 0.0164 4L1Y 1.2748 0.7200 -0.8024 -1.2748 -0.7200 0.8024 0.0389 0.0835 -0.0152 4120 0.0000 0.5741 -0.4675 0.0000 -0.5741 0.4675 0.0388 0.0977 0.0049 4L2XY 0.5741 0.5741 -0.4675 -0.5741 -0.5741 0.4675 0.0439 0.1010 0.0134 4120 0.5741 0.0000 -0.4675 -0.5741 0.0000 0.4675 0.0387 0.0985 -0.0142 5110 0.0000 0.6311 -0.5529 -0.0000 -0.6311 0.5529 0.0564 0.1488 0.0047 51100 0.8339 0.6311 -0.5529 -0.8339 -0.6311 0.5529 0.0575 0.1482 0.0140 5115 0.7711 0.0000 -0.5299 -0.7711 -0.0000 0.5299 0.0569 0.1474 -0.0153 5L20 0.0000 0.6350 -0.4447 -0.0000 -0.6350 0.4447 0.0652 0.1749 0.0053 5120Y 0.6567 0.6350 -0.4447 -0.6567 -0.6350 0.4447 0.0657 0.1736 0.0155 512Y 0.6881 0.0000 -0.4493 -0.6881 -0.0000 0.4493 0.0663 0.1740 -0.0163 5L3X 0.0000 0.5420 -0.3920 0.0000 -0.5420 0.3920 0.0740 0.2034 0.0057 51300 0.5420 0.5420 -0.3920 -0.5420 -0.5420 0.3920 0.0747 0.2015 0.0165 5138 0.482B 0.0000 -0.3225 -0.4828 0.0000 0.3225 0.0749 0.2012 -0.0171 514% 0.0000 0.5276 -0.4280 -0.0000 -0.5276 0.4280 0.0836 0.2330 0.0060 51405 0.7304 0.5276 -0.4280 -0.7304 -0.5276 0.4280 0.0836 0.2304 0.0171 514Y 0.6084 0.0000 -0.3355 -0.6084 -0.0000 0.3355 0.0844 0.2301 -0.0184 515X 0.0000 0.5166 -0.3172 -0.0000 -0.5166 0.3172 0.0928 0.2615 0.0062 51500 0.5383 0.5166 -0.3172 -0.5383 -0.5166 0.3172 0.0932 0.2594 0.0181 515Y 0.5697 0.0000 -0.3218 -0.5697 -0.0000 0.3218 0.0935 0.2597 -0.0194 516X 0.0000 0.4236 -0.2530 0.0000 -0.4236 0.2530 0.1026 0.2920 0.0063 51600 0.4236 0.4236 -0.2530 -0.4236 -0.4236 0.2530 0.1029 0.2902 0.0186 5L60 0.4236 0.0000 -0.2530 -0.4236 0.0000 0.2530 0.1026 0.2900 -0.0200 5L72 0.0000 0.4684 -0.3585 -0.0000 -0.4684 0.3585 0.1120 0.3232 0.0062 51700 0.6712 0.4684 -0.3585 -0.6712 -0.4604 0.3585 0.1125 0.3213 0.0187 5177 0.6084 0.0000 -0.3355 -0.6084 0.0000 0.3355 0.1123 0.3208 -0.0203 1010 1.7550 0.0000 -0.8207 -1.7550 0.0000 0.8207 0.2315 0.0042 -0.0452 1820 0.0000 1.7518 -0.8197 0.0000 -1.7518 0.8197 0.0051 0.2306 -0.0462 2010 1.1563 0.0000 -0.3771 -1.1563 0.0000 0.3771 0.3795 0.0257 -0.0632 262% 0.0000 1.1563 -0.3771 0.0000 -1.1563 0.3771 0.0153 0.3665 -0.0515 3010 0.6093 0.0000 -0.2146 -0.6093 0.0000 0.2146 0.2132 0.0645 -0.0262 382% 0.0000 0.6093 -0.2146 0.0000 -0,6093 0.2146 0.0294 0.2837 -0.0187 Suamary of Suspension Capacities and Usages for Load Case "NESE 250C (Wind 8 Corner)": Suspension Tension Input Factored Usage Label Tension Tension Capacity Capacity (kips) (kips) (kips) I1 6.514 20.00 20.00 32.57 12 6.514 20.00 20.00 32.57 I3 6.514 20.00 20.00 32.57 I4 6.514 20.00 20.00 32.57 I5 6.514 20.00 20.00 32.57 I6 6.514 20.00 20.00 32.57 CG Engineering - wa158 roxbury 1.0 Page 22/33 ••' Analysis Results for Load Case No. 4 "(2) Top Cond. Broken (Wind Transverse)" - Number of iterations in SAPS 9 Equilibrium Joint Positions and Rotations for Load Case "(2) Top Cond. Broken (Wind Transverse)": Joint X-Displ Y-D1sp1 Z-Displ X -Rat Y -Rot 1 -Rot Label (ft) (ft) (ft) (deg) (deg) (deg) X-Pos Y-Pos Z-Pos (ft) (ft) (ft) 1P 2P 3P 4P 5P 6P 7P 0P 9P 9AP 10P 11P 13AP 12P 13P 1% 1XY lY 2X 2XY 2Y 3X 3XY 3Y 4% 4XY 4Y 5X 5XY 51 6% 6XY 6Y 990 1114% 3L2S 4112 4120 5110 5125 5135 5140 5155 5165 5175 1010 1x2S 2012 2025 3X15 3025 31.2X 312XY 312Y 4110 41100 4110 412X 4120Y 4L2Y 5L1X 5L1XY 5L1Y 5120 51200 512Y 5L30 5L3XY 5L3Y 5140 5L4XY 5140 5L5X 51500 5L5Y 5L6X 5L6XY 516Y 5170 51.791 5L7Y 1810 192% 281Y 2020 3910 3020 O 0 0.0000 0.0000 0.0000 -0.003407 0.0007216 -0.01605 -0.0198 -0.0153 0.0624 0.002681 0.01218 -0.02116 -0.0869 0.0502 0.0689 0.02136 0.03491 -0.02272 -0.0352 0.0054 0.0598 0.05159 0.06759 -0.02043 -0.1012 0.0972 0.0547 0.2109 0.1906 -0.03003 -0.1494 0.1964 0.0659 0.2379 0.2023 -0.006778 0.0000 0.0000 0.0000 0.06108 0.08055 -0.04588 -0.1802 0.1521 0.0443 0.07847 0.0852 -0.2156 2.0219 0.1453 0.0362 -0.02546 0.02673 0.1217 0.0101 0.4051 -0.0214 0.1119 0.1248 -0.04852 -0.1814 0.1857 0.0687 0.1417 0.1295 -0.2168 2.0404 0.1890 0.0685 0.249 0.066 0.1411 0.0377 -0.0324 0.1015 0.186 0.1705 -0.04761 -0.1663 0.1952 0.0126 0.2313 0.1725 0.03125 -0.0896 0.2078 0.1633 O 0 0 0.0000 0.0000 0.0000 O 0 0 0.0000 0.0000 0.0000 O 0 0 0.0000 0.0000 0.0000 -0.002641 0.0009032 -0.001567 0.0257 -0.0516 -0.2835 - 0.001472 0.001129 0.01104 0.0360 0.0645 0.3012 -0.003429 0.0008142 -0.002748 -0.0274 0.0200 -0.0694 0.003904 0.01241 -0.003023 0.0247 -0.0305 -0.3109 0.006377 0.01213 0.01377 -0.0029 0.1144 0.3466 0.002881 0.01173 -0.003273 -0.0478 0.0267 -0.0762 0.02303 0.03466 -0.004262 -0.0646 0.0459 -0.2608 0.02401 0.0335 0.01361 0.0110 0.02112 0.03311 -0.003875 -0.0948 0.05384 0.06862 -0.006177 -0.1140 0.05322 0.06404 0.01005 -0.0843 0.05251 0.06481 -0.00396 -0.1095 0.2179 0.1906 -0.01129 -0.1164 0.2181 0.1805 0.01761 -0.1436 0.2111 0.1817 -0.002574 -0.1365 0.1972 0.1859 0.02374 0.1356 0.0241 -0.0885 0.03254 0.07259 0.121 0.0191 0.4317 0.02017 0.03237 -0.02031 -0.0469 0.0140 0.0286 0.0431 -0.0229 -0.1071 0.0794 0.04181 0.05751 -0.02093 -0.0988 0.0695 0.06907 0.08373 -0.02287 -0.1413 0.1574 0.08554 0.09849 -0.02475 -0.1381 0.1596 0.104 0.1130 -0.02621 -0.1433 0.1789 0.1235 0.1292 -0.02727 -0.1425 0.1838 0.1444 0.1449 -0.02892 -0.1485 0.2032 0.1668 0.1609 -0.03002 -0.1380 0.2118 0.1895 0.1749 -0.03026 -0.1355 0.2047 0.003762 0.0007356 0.0004521 -0.0429 -0.0337 - 0.003079 -0.02422 -0.005035 -0.0238 0.0369 - 0.004278 0.01224 -0.01095 -0.0521 0.0098 0.002796 -0.02971 -0.01686 -0.0671 0.0475 0.0244 0.03461 -0.01682 -0.0752 0.0261 0.02112 0.02403 -0.01883 -0.0651 0.0738 0.01279 0.02208 -0.003521 -0.0354 0.02149 0.02914 0.01246 0.0104 0.009514 0.02292 -0.003354 -0.0803 0.03362 0.04633 -0.004766 -0.0263 0.03094 0.04191 0.01315 -0.0397 0.03188 0.04332 -0.004211 -0.0717 0.04046 0.05352 -0.005276 -0.0483 0.04321 0.05389 0.01117 -0.0337 0.03829 0.05142 -0.003925 -0.0874 0.07029 0.08327 -0.006842 -0.1194 0.07063 0.07947 0.01204 -0.1208 0.06824 0.0781 -0.003674 -0.1218 0.08754 0.09742 -0.007524 -0.1537 0.08791 0.09201 0.01349 -0.1385 0.08548 0.09244 -0.003442 -0.1331 0.1064 0.1131 -0.008155 -0.1497 0.1066 . 0.1071 0.01463 -0.1417 0.1036 0.1061 -0.003193 -0.1251 0.1265 0.1294 -0.008753 -0.1405 0.1264 0.1217 0.01544 -0.1192 0.1233 0.1209 -0.002534 -0.1435 0.1477 0.144 -0.009908 -0.2186 0.148 0,1353 0.01672 -0.2196 0.1444 0.1359 -0.00216 -0.1287 0.1708 0.1596 -0.01078 -0.1334 0.1708 0.1513 0.01762 -0.1222 0.1666 0.1498 -0.001948 -0.1435 0.1948 0.1769 -0.01123 -0.1481 0.1947 0.1653 0.01788 -0.1381 0.1895 0.1665 -0.002095 -0.1516 -0.0133 0.0008731 0.002312 -0.0416 -0.001863 0.1096 -0.0219 0.0305 0.002819 0.01179 0.004129 -0.0510 0.005114 0.1701 -0.02349 0.0115 0.01616 0.03307 0.008077 -0.0738 0.02337 0.1076 -0.005111 -0.0275 0.0755 0.2925 0.1089 -0.0393 0.1090 -0.1573 0.1198 0.1950 0.1250 -0.0113 0.2097 0.0233 0.2167 0.1191 0.0267 0.0816 0.0198 0.0627 0.0569 0.0534 0.0619 0.0675 0.0714 0.0753 0.0894 0.0771 0.0649 0.0574 0.0015 0.0650 0.0036 0.0593 0.0046 0.0199 -0.2776 0.0039 0.3107 0.0823 -0.0512 0.0239 -0.2091 0.1260 0.2571 0.0637 -0.0438 0.0364 -0.1741 0.1226 0.2211 0.0802 -0.0306 0.1497 -0.1506 0.1578 0.1965 0.1443 -0.0100 0.1741 -0.1780 0.1606 0.2316 0.1677 -0.0099 0.1814 -0.1576 0.1808 0.2197 0.1704 -0.0087 0.1873 -0.1373 0.1898 0.2076 0.1909 -0.0004 0.2445 -0.2394 0.1681 0.3327 0.1998 -0.0062 0.2163 -0.1186 0.2267 0.2374 0.2128 0.0065 0.2225 0.0025 0.2159 0.1427 0.2078 0.0193 0.0420 -0.0523 0.0329 -0.0051 0.0703 -0.0546 0.0417 -0.0078 0.0921 -0.0477 0.0664 -0.0017 21.69 21.88 0 14.99 15 34.98 11.51 11.52 54.98 7.948 7.962 75.78 4.052 4.068 97,98 4.211 4.191 148.1 0.2379 0.2023 154.9 0.06108 15.33 105 0.07847 -19.16 104.8 3.286 -9.223 107.7 0.1119 15.37 123.5 0.1417 -19.12 123.3 - 3.062 -9.184 126.2 0.186 15.42 142 0.2313 -19.08 142 21.69 -21.88 0 - 21.69 -21.88 0 -21.69 21.88 0 14.99 -14.99 35 -15 -14.99 35.01 -15 15 35 11.51 -11.49 55 -11.5 -11.49 55.01 -11.5 11.52 55 7.95 -7.892 75.8 -7.903 -7.894 75.82 -7.906 7.96 75.8 4.054 -3.931 97.99 -3.947 -3.936 98.01 -3.947 4.065 98 4.218 -3.809 148.2 -3.782 -3.819 148.2 -3.789 4.182 148.2 -3.126 -9.226 107.7 3.344 -9.177 126.2 9.142 9.155 68.83 6.648 6.662 83.17 5.353 5.369 90.56 4.069 4.084 105 4.086 4.098 111.1 4.104 4.114 117.3 4.123 4.129 123.5 4.144 4.145 129.6 4.167 4.161 135.8 4.19 4.175 142 15 0.0007356 35 -0.003079 14.97 34.99 11.5 0.01224 54.99 0.002796 11.48 54.98 7.951 0.03461 75.79 0.02112 7.951 75.78 9.135 -9.1 68.85 -9.101 -9.093 68.87 -9.113 9.145 69.85 6.653 -6.573 83.19 - 6.588 -6.577 83.21 -6.587 6.663 83.19 5.352 -5.258 90.50 -5.268 -5.258 90.6 -5.273 5.363 90.50 4.07 -3.917 105 -3.929 -3.921 105 -3.9324.070 105 4.088 -3.903 111.2 -3.912 -3.908 111.2 - 3.915 4.092 111.2 4.106 -3.887 117.3 -3.893 -3.893 117.3 - 3.896 4.106 117.3 4.127 -3.871 123.5 -3.874 -3.878 123.5 -3.877 4.121 123.5 4.148 -3.856 129.7 -3.852 -3.865 129.7 -3.856 4.136 129.7 4.171 -3.84 135.8 - 3.829 -3.849 135.9 -3.833 4.15 135.8 4.195 -3.823 142 -3.805 -3.835 142 -3.81 4.166 142 -15.01 0.0008731 35 -0.001863 -14.89 34.98 -11.5 0.01179 55 0.005114 -11.34 54.98 - 7.911 0.03307 75.81 0.02337 -7.82 75.8 Joint Support Reactions for Load Case "(2) Top Cond. Broken (Wind Transverse)": Joint 8 8 Y Y R -Shear Z Comp. Uplift Result. Result. 8 8-M. Y Y -M. R -Bend -M Z Z -M. Max. Label Force Usage Force Usage Usage force Osage Usage Force Usage Moment Osage Moment Usage Osage Moment Osage Usage (kips) 8 (kips) 8 8 (kips) 8 8 (kips) 8 (ft -k) 8 (ft -k) 4 8 (ft -k) 6 % 1P -15.65 0.0 -17.81 0.0 10 0.10 0.0 -0.01 0.0 100 -10.79 0.0 -12.98 0.0 lY 6.43 0.0 -5.73 0.0 0.0 -89.23 0.0 0.0 -4.39 0.0 0.0 60.13 0.0 0.0 -26.85 0.0 0.0 92.32 0.0 4.39 0.0 62.45 0.0 28.19 0.0 -0.13 0.0 0.3 0.0 0.0 -0.40 0.0 0.3 0.0 0.0 -0.45 0.0 -0.0 0.0 0.0 -0.06 0.0 0.1 0.0 0.0 -0.22 0.0 0.0 0.0 0.93 0.0 0.0 0.0 -1.07 0.0 0.0 0.0 0.32 0.0 0.0 Joint Displacements, Loads and Member Forces on Taints for Load Case "(2) Top Cond. Broken (Wind Transverse)": Joint E External Y External Z External 8 Member Y Member Z Member Label Load Load Load Porte Force Force (kips) (kips) (kips) (kips) (kips) (kips) Disp. Disp. Disp. (ft) (ft) (ft) OP 0.0000 0.0000 -1.2340 15.6538 17.8073 -87.9934 0.0000 0.0000 0.0000 2P 0.0000 0.0000 -1.3411 -0.0000 -0.0000 1.3411 -0.0034 0.0007 -0.0161 3P 0.0000 0.0000 -0.6646 -0.0000 -0.0000 0.6646 0.0027 0.0122 -0.0212 4P 0.0000 0.2520 -0.6537 0.0000 -0.2520 0.6537 0.0214 0.0349 -0.0227 5P 0.0000 0.0000 -0.5094 0.0000 0.0000 0.5094 0.0516 0.0676 -0.0204 6P 0.0000 0,0000 -0.2242 0.0000 0.0000 0.2242 0.2109 0.1906 -0.0300 7P 0.0000 0.0523 -0.1617 0.0000 -0.0523 0.1617 0.2379 0.2023 -0.0068 8P 0.4780 4.5730 -3.0888 -0.4780 -4.5730 3.0888 0.0611 0.0806 -0.0459 9P 0.4780 4,6327 -3.1635 -0.4780 -4.6327 3.1635 0.0785 0.0852 -0.2156 9AP 0.0000 0.0243 -0.0555 0.0000 -0.0243 0.0555 -0.0255 0.0267 0.1217 102 0.4780 4.5730 -3.0888 -0.4780 -4.5730 3.0888 0.1119 0.1248 -0.0485 11P 0.4780 4.6327 -3.1635 -0.4780 -4.6327 3.1635 0.1417 0.1295 -0.2168 11AP 0.0000 0.0243 -0.0555 0.0000 -0.0243 0.0555 0.2490 0.0660 0.1411 12P 9.0000 2.8030 -1.9658 -9.0000 -2.8030 1.9658 0.1860 0.1705 -0,0476 13P 9.0000 2.8755 -2.0518 -9.0000 -2.0755 2.0518 0.2313 0.1725 0.0313 1% 0.0000 0.5066 -1.2340 -0.1001 -0.4964 -3.1520 0.0000 0.0000 0.0000 CG Engineering - wa158 roxbury 1.0 Page 23/33 1XY 0.0000 0.6896 -1.4065 10.7878 12.2940 61.5341 0.0000 0.0000 0.0000 16 0.0000 0.1830 -1.4065 -6.4296 5.5442 -25.4409 0.0000 0.0000 0.0000 20 0.0000 0.5926 -1.3411 0.0000 -0.5926 1.3411 -0.0026 0.0009 -0.0016 2XY 0.0000 0.8793 -1.6113 -0.0000 -0.8793 1.6113 -0.0015 0.0011 0.0110 2Y 0.0000 0.2867 -1.6113 -0.0000 -0.2867 1.6113 -0.0034 0.0008 -0.0027 3X 0.0000 0.3134 -0.6646 0.0000 -0.3134 0.6646 0.0039 0.0124 -0.0030 300 0.0000 0.4891 -0.8302 -0.0000 -0.4891 0.8302 0.0064 0.0121 0.0138 3Y 0.0000 0.1756 -0.8302 0.0000 -0.1756 0.8302 0.0029 0.0117 -0.0033 4X 0.0000 0.1425 -0.3100 0.0000 -0.1425 0.3100 0.0230 0.0347 -0.0043 400 0.0000 0.4689 -0.7239 -0.0000 -0.4689 0.7239 0.0240 0.0335 0.0136 4Y 0.0000 0.3264 -0.7239 0.0000 -0.3264 0.7239 0.0211 0.0331 -0.0039 5X 0.0000 0.2264 -0.5094 0.0000 -0.2264 0.5094 0.0538 0.0686 -0.0062 5XY 0.0000 0.2264 -0.5094 0.0000 -0.2264 0.5094 0.0532 0.0640 0.0100 50 0.0000 0.0000 -0.5094 0.0000 0.0000 0.5094 0.0525 0.0648 -0.0040 62 0.0000 0.1433 -0.2442 0.0000 -0.1433 0.2442 0.2179 0.1906 -0.0113 6XY 0.0000 0.1433 -0.2442 0.0000 -0.1433 0.2442 0.2181 0.1805 0.0176 6Y 0.0000 0.0000 -0.2242 0.0000 0.0000 0.2242 0.2111 0.1817 -0.0026 9AY 0.0000 0.0243 -0.0555 -0.0000 -0.0243 0.0555 0.1859 0.0237 0.1356 11AY 0.0000 0.0243 -0.0555 0.0000 -0.0243 0.0555 0.0325 0.0726 0.1210 3L25 0.0000 0.0000 -0.6382 -0.0000 0.0000 0.6382 0.0202 0.0324 -0.0203 4110 0.0000 0.2520 -0.8024 -0.0000 -0.2520 0.8024 0.0286 0.0431 -0.0229 4125 0.0000 0.0000 -0.4675 -0.0000 0.0000 0.4675 0.0418 0.0575 -0.0209 5115 0.0000 0.0000 -0.5299 0.0000 -0.0000 0.5299 0.0691 0.0837 -0.0229 5120 0.0000 0.0000 -0.4493 0.0000 0.0000 0.4493 0.0855 0.0985 -0.0247 5135 0.0000 0.0000 -0.3920 -0.0000 0.0000 0.3920 0.1040 0.1138 -0.0262 5145 0.0000 0.0000 -0.4050 0.0000 -0.0000 0.4050 0.1235 0.1292 -0.0273 5150 0.0000 0.0000 -0.3218 0.0000 0.0000 0.3218 0.1444 0.1449 -0.0289 5165 0.0000 0.0000 -0.2530 0.0000 0.0000 0.2530 0.1668 0.1609 -0.0300 5175 0.0000 0.0000 -0.3355 0.0000 0.0000 0.3355 0.1895 0.1749 -0.0303 1X15 0.0000 0.0000 -0.8207 0.0000 -0.0000 0.8207 0.0038 0.0007 0.0005 1025 0.0000 0.0000 -0.8197 -0.0000 -0.0000 0.8197 -0.0031 -0.0242 -0.0050 2H1S 0.0000 0.0000 -0.3771 0.0000 -0.0000 0.3771 -0.0043 0.0122 -0.0109 2H2S 0.0000 0.0000 -0.3771 0.0000 -0.0000 0.3771 0.0028 -0.0297 -0.0169 3819 0.0000 0.0000 -0.2146 0.0000 0.0000 0.2146 0.0244 0.0346 -0.0168 3025 0.0000 0.0000 -0.2146 0.0000 -0.0000 0.2146 0.0211 0.0240 -0.0188 3120 0.0000 0.3148 -0.6382 0.0000 -0.3148 0.6382 0.0128 0.0221 -0.0035 3L2XY 0.0000 0.4228 -0.7399 0.0000 -0.4224 0.7399 0.0215 0.0291 0.0125 3L2Y 0.0000 0.1080 -0.7399 0.0000 -0.1080 0.7399 0.0095 0.0229 -0.0034 4115 0.0000 0.1942 -0.4586 0.0000 -0.1942 0.4586 0.0336 0.0463 -0.0048 41107 0.0000 0.4462 -0.8024 -0.0000 -0.4462 0.8024 0.0309 0.0419 0.0132 411? 0.0000 0.2520 -0.8024 0.0000 -0.2520 0.8024 0.0319 0.0433 -0.0042 4L2X 0.0000 0.2009 -0.4675 0.0000 -0.2009 0.4675 0.0405 0.0535 -0.0053 4L2XY 0.0000 0.2009 -0.4675 -0.0000 -0.2009 0.4675 0.0432 0.0539 0.0112 4L2Y 0.0000 0.0000 -0.4675 0.0000 -0.0000 0.4675 0.0383 0.0514 -0.0039 511X 0.0000 0.2209 -0.5529 -0.0000 -0.2209 0.5529 0.0703 0.0833 -0.0068 5110? 0.0000 0.2209 -0.5529 0.0000 -0.2209 0.5529 0.0706 0.0795 0.0120 5110 0.0000 0.0000 -0.5299 -0.0000 0.0000 0.5299 0.0682 0.0781 -0.0037 5L2X 0.0000 0.2223 -0.4447 0.0000 -0.2223 0.4447 0.0875 0.0974 -0.0075 5L2XY 0.0000 0.2223 -0.4447 0.0000 -0.2223 0.4447 0.0879 0.0920 0.0135 5L2Y 0.0000 0.0000 -0.4493 0.0000 0.0000 0.4493 0.0855 0.0924 -0.0034 5L3X 0.0000 0.1897 -0.3920 0.0000 -0.1897 0.3920 0.1064 0.1131 -0.0082 51300 0.0000 0.1897 -0.3920 -0.0000 -0.1897 0.3920 0.1066 0.1071 0.0146 5130 0.0000 0.0000 -0.3225 0.0000 -0.0000 0.3225 0.1036 0.1061 -0.0032 5L4X 0.0000 0.1847 -0.4280 -0.0000 -0.1847 0.4280 0.1265 0.1294 -0.0088 51400 0.0000 0.1847 -0.4280 0.0000 -0.1847 0.4280 0.1264 0.1217 0.0154 5L4Y 0.0000 0.0000 -0.3355 -0.0000 0.0000 0.3355 0.1233 0.1209 -0.0025 5152 0.0000 0.1808 -0.3172 0.0000 -0.1808 0.3172 0.1477 0.1440 -0.0095 5L5XY 0.0000 0.1808 -0.3172 0.0000 -0.1808 0.3172 0.1400 0.1353 0.0167 5L5Y 0.0000 0.0000 -0.3218 0.0000 0.0000 0.3218 0.1444 0.1358 -0.0022 5160 0.0000 0.1483 -0.2530 0.0000 -0.1483 0.2530 0.1708 0.1596 -0.0108 5L6XY 0.0000 0.1483 -0.2530 0.0000 -0.1483 0.2530 0.1708 0.1513 0.0176 5166 0.0000 0.0000 -0.2530 0.0000 0.0000 0.2530 0.1666 0.1498 -0.0019 5170 0.0000 0.1639 -0.3585 0.0000 -0.1639 0.3585 0.1948 0.1769 -0.0112 5170? 0.0000 0.1639 -0.3585 0.0000 -0.1639 0.3585 0.1947 0.1653 0.0179 517? 0.0000 0.0000 -0.3355 0.0000 0.0000 0.3355 0.1895 0.1665 -0.0021 1H1Y 0.0000 0.0000 -0.8207 -0.0000 -0.0000 0.8207 -0.0133 0.0009 0.0023 1H2X 0.0000 0.6131 -0.8197 -0.0000 -0.6131 0.8197 -0.0019 0.1096 -0.0219 2010 0.0000 0.0000 -0.3771 -0.0000 -0.0000 0.3771 0.0028 0.0118 0.0041 2H2X 0.0000 0.4047 -0.3771 0.0000 -0.4047 0.3771 0.0051 0.1701 -0.0235 381? 0.0000 0.0000 -0.2146 -0.0000 0.0000 0.2146 0.0162 0.0331 0.0081 3820 0.0000 0.2133 -0.2146 0.0000 -0.2133 0.2146 0.0234 0.1076 -0.0051 Summary of Suspension Capacities and Usages for Load Case "(2) Top Cond. Broken (Wind Transverse)^: Suspension Tension Input Factored Usage La001 Tension Tension Capacity Capacity (kips) (kips) (kips) 4 I1 5.469 20.00 20.00 27.34 12 5.469 20.00 20.00 27.34 I3 5.469 20.00 20.00 27.34 14 5.469 20.00 20.00 27.34 I5 9.604 20.00 20.00 48.02 I6 9.604 20.00 20.00 48.02 CG Engineering - wa158 roxbury 1.0 Page 24/33 ••• Analysis Results for Load Case No. 5 "(2) Top Cond. Broken (Wind 0 Corner)" - Number of iterations in SAPS 9 Equilibrium Joint Positions and Rotations for Load Case "(2) Top Cond. Broken (Wind 0 Corner)": Joint X-Displ Y-Displ E-Displ X -Rot Y -Rot 0 -Rot X -Pas Y-Pos 0-Pos Label (ft) (ft) (ft) (deg) (deg) 8409) (ft) (ft) (ft) 1P 0 0 0 0.0000 0.0000 0.0000 21.69 21.88 0 2P -0.002033 0.000418 -0.01634 -0.0079 -0.0001 0.0077 14.99 15 34.98 3P 0.00644 0.01076 -0.02142 -0.0757 0.0658 0.013911.51 11.52 54.98 4P 0.0284 0.03152 -0.02294 -0.0182 0.0239 0.0229 7.955 7.959 75.78 5P 0.06259 0.06141 -0.02056 -0.0881 0.1119 0.03494.063 4.061 97.98 6P 0.2364 0.1725 -0.03032 -0.1353 0.2145 0.0676 4.236 4.173 148.1 7P 0.2659 0.1824 -0.006773 0.0000 0.0000 0.0000 0.2659 0.1824 154.9 8P 0.07199 0.0723 -0.0428 -0.1683 0.1650 0.0464 0.07199 15.32 105 9P 0.09272 0.07701 -0.2202 2.0382 0.1595 0.0443 0.09272 -19.17 104.8 9AP -0.01136 0.01792 0.1195 0.0209 0.4230 -0.0147 3.3 -9.232 107.7 10P 0.1285 0.1124 -0.04498 -0.1684 0.2020 0.0740 0.1285 15.36 123.5 11P 0.1611 0.1172 -0.2221 2.0597 0.2040 0.0690 0.1611 -19.13 123.3 11AP 0.2713 0.05349 0.1395 0.0633 -0.0483 0.1051 -3.04 -9.197 126.2 12? 0.2088 0.1537 -0.04394 -0.1529 0.2131 0.0166 0.2088 15.4 142 13P 0.2564 0.1557 0.02666 -0.0762 0.2272 0.1684 0.2564 -19.09 142 12 0 0 0 0.0000 0.0000 0.0000 21.69 -21.88 0 100 0 0 0 0.0000 0.0000 0.0000 -21.69 -21.88 0 10 0 0 0 0.0000 0.0000 0.0000 -21.69 21.88 0 2X -0.001014 0.0005455 -0.003044 0.0073 -0.0237 -0.1639 14.99 -14.99 35 2XY -0.0002907 0.0006033 0.01124 -0.0131 0.0198 0.0203 -15 -14.99 35.01 2Y -0.001954 -1.71e-005 -0.00118 0.0173 -0.0116 0.1487 -15 14.99 35 3% 0.007912 0.01095 -0.004758 0.0109 0.0004 -0.1877 11.51 -11.49 55 3XY 0.009415 0.01039 0.014 -0.0524 0.0673 0.0434 -11.5 -11.49 55.01 3Y 0.006719 0.009048 -0.001516 0.0024 -0.0039 0.1640 -11.5 11.51 55 4% 0.02956 0.03123 -0.00612 -0.0798 0.0630 -0.1676 7.957 -7.896 75.8 4XY 0.03023 0.02906 0.01389 -0.0130 0.0516 0.0689 -7.897 -7.898 75.82 4Y 0.02825 0.02846 -0.00208 -0.0659 0.0842 0.1373 -7.899 7.956 75.8 5% 0.06378 0.0625 -0.007743 -0.1097 0.1244 -0.1122 4.064 -3.938 97.99 5XY 0.0633 0.05639 0.01032 -0.0811 0.1258 0.1031 -3.937 -3.944 98.01 5Y 0.06349 0.05733 -0.002535 -0.0948 0.1287 0.0700 -3.937 4.057 98 6X 0.2438 0.1726 -0.01357 -0.1021 0.2290 0.0286 4.244 -3.827 148.2 6XY 0.244 0.162 0.01797 -0.1302 0.2359 0.1208-3.756 -3.838 148.2 6Y 0.2366 0.1631 -0.0003337 -0.1229 0.2156 0.0319 -3.763 4.163 148.2 9AY 0.2015 0.01499 0.1343 0.0474 -0.1125 0.0893 -3.11 -9.235 107.7 11A3 0.05196 0.05944 0.1185 0.0302 0.4468 0.0259 3.363 -9.191 126.2 3L2S 0.0257 0.03024 -0.02052 -0.0315 0.0323 0.0199 9.148 9.152 68.83 4515 0.03695 0.03868 -0.02311 -0.0966 0.0932 0.0243 6.656 6.658 83.17 4L2S 0.05122 0.05259 -0.02108 -0.0874 0.0846 0.0273 5.363 5.364 90.56 5L15 0.08166 0.07617 -0.02304 -0.1297 0.1709 0.0460 4.082 4.076 105 5125 0.09975 0.08954 -0.02494 -0.1248 0.1750 0.0538 4.1 4.09 111.1 5135 0.1198 0.1034 -0.02643 -0.1295 0.1951 0.0599 4.12 4.103 117.3 5140 0.1412 0.1173 -0.0275 -0.1282 0.2012 0.0661 4.141 4.117 123.5 5155 0.1641 0.1315 -0.02918 -0.1345 0.2211 0.0853 4.164 4.132 129.6 5160 0.1084 0.146 -0.03029 -0.1233 0.2303 0.0756 4.188 4.146 135.8 5176 0.2131 0.1584 -0.03055 -0.1211 0.2232 0.0660 4.213 4.158 142 1015 -0.006399 0.0004368 -0.001494 -0.0379 -0.0120 0.0419 14.99 0.0004368 35 102S -0.001794 -0.006928 -0.001628 0.0048 0.0463 -0.0378 -0.001794 14.99 35 2015 -0.01263 0.01082 -0.01377 -0.0459 0.0330 0.0488 11.49 0.01082 54.99 2025 0.006518 -0.01324 -0.01314 -0.0365 0.0587 -0.0379 0.006518 11.49 54.99 31115 0.02709 0.03123 -0.019 -0.0668 0.0438 0.0424 7.954 0.03123 75.78 3621 0.02811 0.02658 -0.01662 -0.0423 0.0861 -0.0234 0.02811 7.954 75.79 3L2X 0.01913 0.01872 -0.005132 -0.0506 0.0416 -0.1744 9.141 -9.103 68.85 3L2XY 0.02601 0.02635 0.0127 -0.0221 0.0520 0.0605 -9.096 -9.096 68.87 3L2Y 0.01593 0.01813 -0.001763 -0.0443 0.0555 0.1465 -9.106 9.14 68.85 41.10 0.04076 0.04229 -0.006686 -0.0314 0.0475 -0.1325 6.66 -6.577 83.19 4110? 0.03872 0.03601 0.01346 -0.0662 0.1020 0.0811 -6.581 -6.583 83.21 4L1Y 0.04007 0.03833 -0.002374 -0.0369 0.0487 0.0992 -6.579 6.658 83.19 4L2X 0.04933 0.04823 -0.00692 -0.0525 0.0583 -0.1143 5.361 -5.263 90.58 4L2XY 0.05161 0.04779 0.01143 -0.0526 0.1054 0.0898 -5.26 -5.264 90.6 4L2Y 0.04793 0.04466 -0.002402 -0.0565 0.0693 0.0796 -5.264 5.356 90.58 5110 0.08223 0.07565 -0.008603 -0.1051 0.1664 -0.1162 4.082 -3.924 105 5110? 0.0825 0.07068 0.01234 -0.1084 0.1762 0.1359 -3.917 -3.929 105 51.1Y 0.08088 0.06923 -0.002047 -0.1115 0.1607 0.0515 -3.919 4.069 105 5520 0.1013 0.08842 -0.009425 -0.1411 0.1917 -0.1489 4.101 -3.912 111.2 5122? 0.1017 0.08195 0.0138 -0.1267 0.1777 0.1866 -3.898 -3.918 111.2 5L2Y 0.09972 0.08236 -0.001672 -0.1211 0.1827 0.0437 -3.9 4.082 111.2 51.30 0.1221 0.1026 -0.01016 -0.1359 0.1996 -0.1322 4.122 -3.897 117.3 5L3XY 0.1223 0.0958 0.01496 -0.1292 0.1991 0.1840 -3.878 -3.904 117.3 5L3Y 0.1196 0.09466 -0.001319 -0.1124 0.1870 0.0409 -3.88 4.095 117.3 5L4X 0.1442 0.1175 -0.01083 -0.1270 0.2056 -0.1156 4.144 -3.882 123.5 5140? 0.144 0.109 0.01578 -0.1053 0.2086 0.1813 -3.856 -3.891 123.5 5L4Y 0.1411 0.1081 -0.0004874 -0.1312 0.2075 0.0223 -3.859 4.108 123.5 5150 0.1674 0.1306 -0.01209 -0.2051 0.2637 -0.2268 4.167 -3.869 129.7 5L5XY 0.1677 0.1211 0.01708 -0.2055 0.1857 0.3278 -3.832 -3.879 129.7 5L5Y 0.1641 0.1216 -1.094e-005 -0.1152 0.2177 0.0072 -3.836 4.122 129.7 5L60 0.1926 0.1446 -0.01303 -0.1184 0.2352 -0.1093 4.193 -3.855 135.8 5L6XY 0.1926 0.1357 0.01799 -0.1087 0.2469 0.2355 -3.807 -3.864 135.9 5L6Y 0.1882 0.1341 0.0002638 -0.1299 0.2310 0.0162 -3.812 4.134 135.8 5170 0.2187 0.1604 -0.01351 -0.1338 0.2416 0.0085 4.219 -3.94 142 5L7XY 0.2186 0.1482 0.01825 -0.1243 0.2354 0.1439 -3.781 -3.852 142 5L7Y 0.2131 0.1494 0.0001436 -0.1380 0.2260 0.0253 -3.787 4.149 142 101Y 0.06061 0.0002607 -0.01184 -0.0366 0.0041 -0.0374 -14.93 0.0002607 34.99 1020 -0.0005953 0.06649 -0.01333 -0.0029 0.0419 0.0357 -0.0005953 -14.93 34.99 2111? 0.1123 0.009619 -0.01352 -0.0453 0.0310 -0.0418 -11.39 0.009619 54.99 2020 0.000561 0.1218 -0.01598 -0.0202 0.0530 0.0382 0.008561 -11.38 54.98 3618 0.07003 0.02857 0.001613 -0.0668 0.0683 -0.0408 -7.857 0.02857 75.8 3020 0.02968 0.07724 -0.001955 -0.0467 0.0797 0.0365 0.02968 -7.85 75.8 Joint Support Reactions for Load Case "(2) Top Cond. Broken (Wind 0 Corner)": Joint R E Y Y R -Shear 2 Comp. Uplift Result. Result. R 0-M. Y Y -M. B -Bend -M E 2-M. Max. Label Force Osage Force Usage Osage Force Usage Usage 60000 Usage Moment Usage Moment Usage Usage Moment Usage Usage (kips) 8 (kips) B 8 (kips) 8 8 (kips) 8 (ft -k) 8 (ft -k) 8 8 (ft -k) 8 8 1P -16.95 0.0 -18.43 0.0 0.0 -93.06 0.0 0.0 96.37 0.0 -0.17 0.0 0.2 0.0 0.0 -0.02 0.0 0.0 10 -2.83 0.0 2.70 0.0 0.0 -16.74 0.0 0.0 17.19 0.0 -0.28 0.0 0.2 0.0 0.0 0.51 0.0 0.0 1XY -12.32 0.0 -13.04 0.0 0.0 62.71 0.0 0.0 65.22 0.0 -0.24 0.0 0.2 0.0 0.0 -0.08 0.0 0.0 30 2.78 0.0 -2.70 0.0 0.0 -13.24 0.0 0.0 13.79 0.0 -0.20 0.0 0.3 0.0 0.0 -0.45 0.0 0.0 Joint Displacements, Loads and Member Forces on Joints for Load Case "(2) Top Cond. Broken (Wind 0 Corner)": Joint % External Y External 9 External E Member Y Member 2 Member Y Y E Label Load Load Load 60000 Force Force Dlsp. Disp. Disp. (kips) (kips) (kips) (kips) (kips) (kips) (ft) (ft) (ft) 1? 0.0000 0.0000 -1.2340 16.9541 18.4334 -91.8292 0.0000 0.0000 0.0000 2P 0.0000 0.0000 -1.3411 -0.0000 -0.0000 1.3411 -0.0020 0.0004 -0.0163 3P 0.0000 0.0000 -0.6646 0.0000 0.0000 0.6646 0.0064 0.0108 -0.0214 4? 0.1777 0.1777 -0.6537 -0.1777 -0.1777 0.6537 0.0284 0.0315 -0.0229 5? 0.0000 0.0000 -0.5094 0.0000 0.0000 0.5094 0.0626 0.0614 -0.0206 6P 0.0000 0.0000 -0.2242 0.0000 0.0000 0.2242 0.2364 0.1725 -0.0303 7P 0.0369 0.0369 -0.1617 -0.0369 -0.0369 0.1617 0.2659 0.1824 -0.0068 8P 0.5249 4.3150 -3.0888 -0.5249 -4.3150 3.0888 0.0720 0.0723 -0.0428 9P 0.5447 4.3571 -3.1635 -0.5447 -4.3571 3.1635 0.0927 0.0770 -0.2202 9AP 0.0000 0.0172 -0.0555 0.0000 -0.0172 0.0555 -0.0114 0.0179 0.1195 101" 0.5249 4.3150 -3.0888 -0.5249 -4.3150 3.0888 0.1285 0.1124 -0.0450 1117 0.5447 4.3571 -3.1635 -0.5447 -4.3571 3.1635 0.1611 0.1172 -0.2221 11AP 0.0370 0.0172 -0.0555 -0.0370 -0.0172 0.0555 0.2713 0.0535 0.1395 12? 9.0469 2.6530 -1.9658 -9.0469 -2.6530 1.9658 0.2088 0.1537 -0.0439 13P 9.0747 2.7042 -2.0518 -9.0747 -2.7042 2.0518 0.2564 0.1557 0.0267 10 0.0000 0.3573 -1.2340 2.8349 -3.0617 -15.5065 0.0000 0.0000 0.0000 CG Engineering - wa158 roxbury 1.0 Page 25/33 1XY 0.4870 0.4864 -1.4065 11.8296 12.5545 64.1133 0.0000 0.0000 0.0000 12 0.4870 0.1291 -1.4065 -3.2653 2.5757 -11.8300 0.0000 0.0000 0.0000 2X 0.0000 0.4180 -1.3411 -0.0000 -0.4180 1.3411 -0.0010 0.0005 -0.0030 20Y 0.6204 0.6202 -1.6113 -0.6204 -0.6202 1.6113 -0.0003 0.0006 0.0112 2Y 0.6204 0.2022 -1.6113 -0.6204 -0.2022 1.6113 -0.0020 -0.0000 -0.0012 3X 0.0000 0.2211 -0.6646 0.0000 -0.2211 0.6646 0.0079 0.0109 -0.0048 3XY 0.3450 0.3450 -0.8302 -0.3450 -0.3450 0.8302 0.0094 0.0104 0.0140 3Y 0.3450 0.1239 -0.8302 -0.3450 -0.1239 0.8302 0.0067 0.0090 -0.0015 4X 0.0000 0.1005 -0.3100 0.0000 -0.1005 0.3100 0.0296 0.0312 -0.0061 4XY 0.3307 0.3307 -0.7239 -0.3307 -0.3307 0.7239 0.0302 0.0291 0.0139 4Y 0.3307 0.2302 -0.7239 -0.3307 -0.2302 0.7239 0.0283 0.0285 -0.0021 5% 0.0000 0.1597 -0.5094 0.0000 -0.1597 0.5094 0.0638 0.0625 -0.0077 5XY 0.1597 0.1597 -0.5094 -0.1597 -0.1597 0.5094 0.0633 0.0564 0.0103 5Y 0.1597 0.0000 -0.5094 -0.1597 0.0000 0.5094 0.0635 0.0573 -0.0025 60 0.0000 0.1010 -0.2442 0.0000 -0.1010 0.2442 0.2438 0.1726 -0.0136 602 0.1190 0.1010 -0.2442 -0.1190 -0.1010 0.2442 0.2440 0.1620 0.0180 6Y 0.1068 0.0000 -0.2242 -0.1068 0.0000 0.2242 0.2366 0.1631 -0.0003 9AY 0.0370 0.0172 -0.0555 -0.0370 -0.0172 0.0555 0.2015 0.0150 0.1343 1152 0.0000 0.0172 -0.0555 0.0000 -0.0172 0.0555 0.0520 0.0594 0.1185 3125 0.0000 0.0000 -0.6382 -0.0000 0.0000 0.6382 0.0257 0.0302 -0.0205 4110 0.1777 0.1777 -0.8024 -0.1777 -0.1777 0.8024 0.0370 0.0387 -0.0231 4025 0.0000 0.0000 -0.4675 0.0000 0.0000 0.4675 0.0512 0.0526 -0.0211 501S 0.0000 0.0000 -0.5299 0.0000 0.0000 0.5299 0.0817 0.0762 -0.0230 5125 0.0000 0.0000 -0.4493 0.0000 0.0000 0.4493 0.0997 0.0895 -0.0249 5135 0.0000 0.0000 -0.3920 0.0000 0.0000 0.3920 0.1198 0.1034 -0.0264 504S 0.0000 0.0000 -0.4050 0.0000 0.0000 0.4050 0.1412 0.1173 -0.0275 5L5S 0.0000 0.0000 -0.3218 0.0000 0.0000 0.3218 0.1641 0.1315 -0.0292 5165 0.0000 0.0000 -0.2530 0.0000 0.0000 0.2530 0.1884 0.1460 -0.0303 5L7S 0.0000 0.0000 -0.3355 0.0000 0.0000 0.3355 0.2131 0.1584 -0.0305 1010 0.0000 0.0000 -0.8207 0.0000 -0.0000 0.8207 -0.0064 0.0004 -0.0015 1025 0.0000 0.0000 -0.8197 -0.0000 -0.0000 0.8197 -0.0018 -0.0069 -0.0016 2015 0.0000 0.0000 -0.3771 0.0000 0.0000 0.3771 -0.0126 0.0108 -0.0138 2021 0.0000 0.0000 -0.3771 0.0000 -0.0000 0.3771 0.0065 -0.0132 -0.0131 3015 0.0000 0.0000 -0.2146 0.0000 0.0000 0.2146 0.0271 0.0312 -0.0190 3820 0.0000 0.0000 -0.2146 0.0000 0.0000 0.2146 0.0281 0.0266 -0.0166 3L2X 0.0000 0.2221 -0.6382 -0.0000 -0.2221 0.6382 0.0191 0.0187 -0.0051 3L2XY 0.2982 0.2982 -0.7399 -0.2982 -0.2982 0.7399 0.0260 0.0264 0.0127 3121 0.2982 0.0762 -0.7399 -0.2982 -0.0762 0.7399 0.0159 0.0181 -0.0018 4110 0.0000 0.1370 -0.4586 0.0000 -0.1370 0.4586 0.0408 0.0423 -0.0067 41152 0.3147 0.3147 -0.8024 -0.3147 -0.3147 0.8024 0.0387 0.0360 0.0135 4012 0.3147 0.1777 -0.8024 -0.3147 -0.1777 0.8024 0.0401 0.0383 -0.0024 4020 0.0000 0.1417 -0.4675 0.0000 -0.1417 0.4675 0.0493 0.0482 -0.0069 41202 0.1417 0.1417 -0.4675 -0.1417 -0.1417 0.4675 0.0516 0.0478 0.0114 4027 0.1417 0.0000 -0.4675 -0.1417 0.0000 0.4675 0.0479 0.0447 -0.0024 5110 0.0000 0.1558 -0.5529 -0.0000 -0.1558 0.5529 0.0822 0.0756 -0.0086 501XY 0.2059 0.1558 -0.5529 -0.2059 -0.1558 0.5529 0.0825 0.0707 0.0123 501Y 0.1904 0.0000 -0.5299 -0.1904 0.0000 0.5299 0.0809 0.0692 -0.0020 5020 0.0000 0.1568 -0.4447 0.0000 -0.1568 0.4447 0.1013 0.0884 -0.0094 50222 0.1621 0.1568 -0.4447 -0.1621 -0.1568 0.4447 0.1017 0.0819 0.0138 5022 0.1699 0.0000 -0.4493 -0.1699 0.0000 0.4493 0.0997 0.0824 -0.0017 5030 0.0000 0.1338 -0.3920 0.0000 -0.1338 0.3920 0.1221 0.1026 -0.0102 51302 0.1338 0.1338 -0.3920 -0.1338 -0.1338 0.3920 0.1223 0.0958 0.0150 5032 0.1192 0.0000 -0.3225 -0.1192 0.0000 0.3225 0.1196 0.0947 -0.0013 5148 0.0000 0.1302 -0.4280 -0.0000 -0.1302 0.4280 0.1442 0.1175 -0.0108 5140Y 0.1803 0.1302 -0.4280 -0.1803 -0.1302 0.4280 0.1440 0.1090 0.0158 504Y 0.1502 0.0000 -0.3355 -0.1502 0.0000 0.3355 0.1411 0.1081 -0.0005 5050 0.0000 0.1275 -0.3172 0.0000 -0.1275 0.3172 0.1674 0.1306 -0.0121 5150? 0.1329 0.1275 -0.3172 -0.1329 -0.1275 0.3172 0.1677 0.1211 0.0171 5052 0.1406 0.0000 -0.3218 -0.1406 0.0000 0.3218 0.1641 0.1216 -0.0000 5160 0.0000 0.1046 -0.2530 0.0000 -0.1046 0.2530 0.1926 0.1446 -0.0130 50600 0.1046 0.1046 -0.2530 -0.1046 -0.1046 0.2530 0.1926 0.1357 0.0180 50.62 0.1046 0.0000 -0.2530 -0.1046 0.0000 0.2530 0.1882 0.1341 0.0003 5170 0.0000 0.1156 -0.3585 0.0000 -0.1156 0.3585 0.2187 0.1604 -0.0135 51702 0.1657 0.1156 -0.3585 -0.1657 -0.1156 0.3585 0.2186 0.1482 0.0182 5072 0.1502 0.0000 -0.3355 -0.1502 0.0000 0.3355 0.2131 0.1494 0.0001 1012 0.4333 0.0000 -0.8207 -0.4333 -0.0000 0.8207 0.0606 0.0003 -0.0118 102x 0.0000 0.4325 -0.8197 0.0000 -0.4325 0.8197 -0.0006 0.0665 -0.0133 20615 0.2855 0.0000 -0.3771 -0.2855 0.0000 0.3771 0.1123 0.0096 -0.0135 27620 0.0000 0.2855 -0.3771 0.0000 -0.2855 0.3771 0.0086 0.1218 -0.0160 381Y 0.1504 0.0000 -0.2146 -0.1504 0.0000 0.2146 0.0700 0.0286 0.0016 3822 0.0000 0.1504 -0.2146 0.0000 -0.1504 0.2146 0.0297 0.0772 -0.0020 Summary of Suspension Capacities and Usages for Load Case "(2) Top Cond. Broken (Wind 0 Corner)". Suspension Tension Input Factored Usage Label Tension Tension Capacity Capacity (kips) (kips) (kips) I1 5.255 20.00 20.00 26.28 I2 5.255 20.00 20.00 26.28 I3 5.255 20.00 20.00 26.28 I4 5.255 20.00 20.00 26.28 I5 9.561 20.00 20.00 47.81 I6 9.561 20.00 20.00 47.81 CG Engineering - wa158 roxbury 1.0 Page 26/33 ••• Analysis Results for Load Case No. 6 4(2) Side Cond. Broken (Wind Transverse)" - Number of iterations in SAPS 9 Equilibrium Joint Positions and Rotations for Load Case •(2) Side Cond. Broken (Wind Transverse)": Joint X-D1spl Y-Displ f-Displ X -Rot Y -Rot Z -Rot X-Pos Y-Pos 8-Poa Label )ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) 1P 0 2P -0.007252 3P -0.002852 4P 0.0179 52 0.05184 6P 0.1485 7P 0.1933 82 -0.02388 9P 0.1772 9AP -0.003966 102 -0.01242 11P 0.2982 11AP 0.2635 122 0.03485 13P 0.3384 1% 0 121 0 11 0 2% 0.002926 2%Y 0.004102 2Y -0.007267 3% 0.01123 3XY 0.01373 3Y -0.002578 4% 4XY 4Y 5X 5XY 50 6X 6XY 6Y 9AY 11.5 3L2S 4L1S 4120 5115 5120 513S 5L4S 5L5S 5L65 5170 0.02556 0.02667 0.0177 0.0465 0.04599 0.05298 0.2029 0.2034 0.149 0.207 0.1158 2.01598 0.02642 0.04095 0.06427 0.07569 0.08868 0.1015 0.1141 0.1265 0.138 1815 0.00501 1825 -0.006536 2X15 -0.001777 2H2S -0.002657 3015 3825 3L2X 31200 3120 4110 41100 4110 4120 4L2XY 4L2Y 5112 51.101 5110 5122 5L2XY 512? 5L3X 51300 5L3Y 5140 51400 5L4Y 5L5X 515X0 5L5Y 5L6X 5L6XY 5160 5170 51700 5L7Y 1H1Y 1H2X 281Y 2820 3810 3H2X 0.02364 0.01769 0.01707 0.02625 0.005019 0.03327 0.03057 0.02982 0.03692 0.03993 0.03733 0.06302 0.06367 0.06357 0.08028 0.08096 0.07591 0.09859 0.09922 0.08825 0.1179 0.1184 0.1015 0.1371 0.1378 0.1144 0.1581 0.1587 0.1264 0.1807 0.1809 0.1383 -0.01273 0.003138 0.004385 0.01234 0.01262 0.02585 0 0.003975 0.02114 0.05121 0.09466 0.2379 0.2228 0.08288 0.08826 0.05291 0.131 0.1353 0.05702 0.1845 0.188 0 0 0 0.004167 -0.002928 -0.003237 0.02139 0.002364 0.001972 0.051 0.0177 0.01733 0.09557 0.04037 0.04101 0.2378 0.1683 0.1693 0.004098 0.1413 0.04595 0.06254 0.08016 0.1141 0.1326 0.1531 0.1723 0.1907 0.2076 0.2229 0.003672 -0.02551 0.02122 -0.03741 0.05089 0.02146 0.03656 0.01474 0.009357 0.06553 0.02398 0.02516 0.07667 0.03289 0.03088 0.1137 0.05445 0.05308 0.132 0.06505 0.0659 0.152 0.07836 0.07707 0.1738 0.09061 0.09151 0.1899 0.1082 0.1083 0.2069 0.1275 0.1268 0.2243 0.1473 0.1475 -0.002779 0.1095 0.002024 0.171 0.0173 0.1127 O 0.0000 - 0.01748 -0.0367 -0.02264 -0.1179 -0.02335 -0.0806 - 0.01922 -0.1470 -0.02589 -0.1389 -0.007063 0.0000 -0.04859 -0.1918 -0.212 2.0091 0.1305 -0.0221 - 0.05423 -0.2047 -0.1284 1.3021 0.1187 -0.0986 - 0.05674 -0.2083 0.03928 -0.1174 O 0.0000 0 0.0000 O 0.0000 0.001101 0.0111 0.008942 0.0526 - 0.001895 -0.0115 0.0003355 -0.0082 0.01127 0.0291 -0.002675 -0.0226 - 0.001457 -0.1010 0.01177 0.0450 -0.004252 -0.0581 -0.004985 -0.1553 0.009924 -0.0549 -0.006305 -0.0773 - 0.008881 -0.1164 0.01812 -0.1942 -0.01069 -0.2025 0.13 0.0339 0.06925 0.0275 - 0.02128 -0.0859 -0.02299 -0.1537 -0.02046 -0.1608 -0.02181 -0.1647 - 0.02362 -0.1817 -0.02491 -0.1863 -0.02558 -0.1730 - 0.02613 -0.1623 -0.02644 -0.1468 - 0.02625 -0.1395 0.0006915 -0.0468 -0.005291 -0.0243 -0.009949 -0.0542 - 0.01846 -0.0700 -0.01547 -0.0735 - 0.01994 -0.0696 -0.0006766 -0.0685 0.01045 0.0418 - 0.00326 -0.0488 -0.002418 -0.0758 0.01181 0.0047 - 0.005158 -0.0344 -0.003528 -0.1107 0.01042 0.0223 - 0.00545 -0.0349 -0.004956 -0.1483 0.01147 -0.1098 -0.00611 -0.1161 -0.00515 -0.1929 0.01265 -0.1193 -0.00616 -0.1119 -0.005445 -0.1937 0.01368 -0.1166 -0.006319 -0.1020 -0.005859 -0.1898 0.01456 -0.1083 - 0.007198 -0.1528 -0.006857 -0.1849 0.01615 -0.2431 -0.008374 -0.1601 -0.007802 -0.1517 0.01737 -0.1634 - 0.009217 -0.1815 - 0.008501 -0.1431 0.01803 -0.1913 -0.01 -0.1980 0.002204 -0.0413 -0.02189 0.0314 0.00327 -0.0537 -0.0234 0.0111 0.007226 -0.0836 - 0.00532 -0.0280 0.0000 -0.0283 0.0386 -0.0083 0.0670 0.0983 0.0000 0.1390 0.0992 0.3801 0.1427 0.3016 0.0193 0.0936 0.2090 0.0000 0.0000 0.0000 -0.0373 0.0792 0.0096 - 0.0251 0.1230 0.0174 0.0491 0.0769 0.1021 0.1110 0.1209 0.0970 0.2037 0.2107 0.0997 - 0.1176 0.3461 0.0013 0.0647 0.0532 0.1123 0.1136 0.1238 0.1191 0.1210 0.1131 0.1039 -0.0331 0.0493 0.0067 0.0603 0.0206 0.0798 0.0239 0.0879 0.0752 0.0253 0.1291 0.0512 0.0393 0.1251 0.0686 0.1511 0.1600 0.0990 0.1734 0.1588 0.1194 0.1765 0.1773 0.1147 0.1809 0.1815 0.1281 0.2059 0.1542 0.1167 0.2060 0.2113 0.1131 0.2114 0.2055 0.1081 0.0441 0.0121 0.0699 0.0165 0.0892 0.0400 0.0000 0.0943 0.1458 0.1830 0.2315 0.4474 0.0000 0.5506 0.5118 0.3485 0.6960 0.7720 0.7371 0.5759 0.6542 0.0000 0.0000 0.0000 -0.2589 0.3297 -0.0485 - 0.2481 0.4166 -0.0235 -0.1452 0.4182 0.0602 0.0273 0.3752 0.1485 0.4223 0.4916 0.4208 0.4523 0.6895 0.1708 0.1986 0.2110 0.2709 0.2993 0.3254 0.3515 0.4010 0.4215 0.4419 0.0703 0.0093 0.0781 0.0411 0.0321 0.1230 -0.1793 0.4180 0.0329 - 0.0722 0.3984 0.0756 -0.0165 0.3784 0.1073 0.0766 0.4131 0.1808 0.0835 0.4740 0.1985 0.1406 0.4881 0.2147 0.1977 0.5022 0.3194 0.2073 0.6248 0.3431 0.3063 0.5658 0.3772 0.4053 0.5074 0.4114 - 0.0377 0.0026 -0.0374 0.0290 - 0.0710 0.1122 21.69 21.88 14.99 15 34.98 11.5 11.53 54.98 7.945 7.978 75.78 4.052 4.095 97.98 4.148 4.238 148.1 0.1933 0.2228 154.9 -0.02388 15.33 105 0.1772 -19.16 104.8 3.308 -9.197 107.7 -0.01242 15.38 123.4 0.2982 -19.11 123.4 -3,048 -9.193 126.2 0.03485 15.43 141.9 0.3384 -19.06 142 21.69 -21.88 0 -21.69 -21.88 0 -21.69 21.88 0 15 -14.99 35 - 14.99 -15 35.01 -15 14.99 35 11.52 -11.48 55 -11.49 -11.5 55.01 -11.51 11.51 55 7.953 -7.876 75.8 -7.9 -7.909 75.81 - 7.909 7.944 75.8 4.046 -3.904 98 -3.954 -3.96 98.01 -3.947 4.041 97.99 4.203 -3.762 148.2 - 3.797 -3.832 148.2 -3.851 4.169 148.2 -3.104 -9.246 107.7 3.427 -9.109 126.2 9.138 9.168 68.83 6.646 6.682 83.17 5.353 5.392 90.57 4.064 4.114 105 4.076 4.133 111.1 4.089 4.153 117.3 4.101 4.172 123.5 4.114 4.191 129.6 4.127 4.208 135.8 4.138 4.223 142 15 0.003672 35 -0.006536 14.97 34.99 11.5 0.02122 54.99 -0.002657 11.47 54.98 7.951 0.05089 75.79 0.01769 7.949 75.78 9.139 -9.086 68.85 -9.096 -9.107 68.86 -9.117 9.132 68.85 6.653 -6.554 83.19 - 6.589 -6.595 83.21 -6.59 6.645 83.19 5.349 -5.235 90.58 -5.272 -5.279 90.6 -5.274 5.343 90.58 4.063 -3.886 105 - 3.936 -3.946 105 -3.936 4.053 105 4.08 -3.868 111.2 -3.919 -3.935 111.2 -3.924 4.066 111.2 4.099 -3.848 117.3 -3.901 -3.922 117.3 - 3.912 4.077 117.3 4.118 -3.826 123.5 -3.082 -3.909 123.5 -3.898 4.092 123.5 4.137 -3.81 129.7 -3.862 -3.892 129.7 -3.886 4.108 129.7 4.150 -3.793 135.8 - 3.841 -3.872 135.9 - 3.874 4.127 135.8 4.181 -3.776 142 -3.819 -3.853 142 - 3.862 4.148 142 -15.01 -0.002779 35 0.003138 -14.89 34.98 -11.5 0.002024 55 0.01234 -11.33 54.98 -7.914 0.0173 75.81 0.02585 -7.814 75.8 Joint Support Reactions for Load Case "(2) Side Cond. Broken (Wind Transverse)": Joint X X Y Y 8 -Shear 0 Comp. Uplift Result. Result. X 0-81. Y Y -M. R -Bend -M 0 E -M. Max. Label Force Osage Force Usage Usage Force Usage Usage Force Usage Moment Usage Moment Osage Osage Moment Usage Usage (kips) 8 (kips) 4 9 (kips) 9 8 (kips) a (ft -k) 9 )ft -k) 8 8 (ft -k) 8 8 1P -15.49 0.0 -20.51 0.0 10 -0.06 0.0 -3.43 0.0 10Y -11.27 0.0 -9.57 0.0 10 6.92 0.0 -3.03 0.0 0.0 -96.38 0.0 0.0 99.74 0.0 6.42 0.0 0.0 7.28 0.0 50.97 0.0 0.0 53.07 0.0 -21.35 0.0 0.0 22.65 0.0 -0.07 0.0 0.4 0.0 0.0 -0.35 0.0 0.2 0.0 0.0 -0.53 0.0 -0.2 0.0 0.0 -0.14 0.0 0.3 0.0 0.0 -0.31 0.0 0.0 0.0 0.87 0.0 0.0 0.0 -1.14 0.0 0.0 0.0 0.27 0.0 0.0 Joint Displacements, Loads and Member Forces on Joints for Load Case "(2) Side Cond. Broken (Wind Transverse)": Joint X External Y External f External X Member Y Member B Member Label Load Load Load Force Force Force (kips) (kips) (kips) (kips) (kips) (kips) X Y Y Disp. Disp. Disp. 1ft) (ft) (ft) 12 0.0000 0.0000 -1.2340 15.4943 20.5067 -95.1415 0.0000 0.0000 0.0000 2P 0.0000 0.0000 -1.3411 0.0000 0.0000 1.3411 -0.0073 0.0040 -0.0175 3P 0.0000 0.0000 -0.6646 -0.0000 -0.0000 0.6646 -0.0029 0.0211 -0.0226 4P 0.0000 0.2520 -0.6537 0.0000 -0.2520 0.6537 0.0179 0.0512 -0.0234 5P 0.0000 0.0000 -0.5094 0.0000 0.0000 0.5094 0.0518 0.0947 -0.0192 6P 0.0000 0.0000 -0.2242 0.0000 0.0000 0.2242 0.1485 0.2379 -0.0259 7P 0.0000 0.0523 -0.1617 0.0000 -0.0523 0.1617 0.1933 0.2228 -0.0071 8P 0.4780 4.5730 -3.0888 -0.4780 -4.5730 3.0888 -0.0239 0.0829 -0.0486 9P 0.4780 4.6327 -3.1635 -0.4780 -4.6327 3.1635 0.1772 0.0883 -0.2120 9AP 0.0000 0.0243 -0.0555 0.0000 -0.0243 0.0555 -0.0040 0.0529 0.1305 10P 0.4780 4.5730 -3.0888 -0.4780 -4.5730 3.0888 -0.0124 0.1310 -0.0542 11P 9.0000 2.8627 -2.0905 -9.0000 -2.8627 2.0405 0.2982 0.1353 -0.1284 11AP 0.0000 0.0243 -0.0555 0.0000 -0.0243 0.0555 0.2635 0.0570 0.1187 12P 0.4780 4.5730 -3.0888 -0.4780 -4.5730 3.0888 0.0349 0.1)45 -0.0567 13P 9.0000 2.8755 -2.0518 -9.0000 -2.8755 2.0518 0.3384 0.1880 0.0393 10 0.0000 0.5066 -1.2340 0.0590 2.9197 7.6566 0.0000 0.0000 0.0000 CG Engineering - wa158 roxbury 1.0 Page 27/33 /207 1XY 0.0000 0.6896 -1.4065 11.2744 8.8794 52.3781 0.0000 0.0000 0.0000 1Y 0.0000 0.1830 -1.4065 -6.9157 2.8432 -19.9454 0.0000 0.0000 0.0000 2X 0.0000 0.5926 -1.3411 0.0000 -0.5926 1.3411 0.0029 0.0042 0.0011 2XY 0.0000 0.8793 -1.6113 -0.0000 -0.8793 1.6113 0.0041 -0.0029 0.0089 2Y 0.0000 0.2867 -1.6113 -0.0000 -0.2867 1.6113 -0.0073 -0.0032 -0.0019 3X 0.0000 0.3134 -0.6646 0.0000 -0.3134 0.6646 0.0112 0.0214 0.0003 3XY 0.0000 0.4891 -0.8302 -0.0000 -0.4891 0.8302 0.0137 0.0024 0.0113 3Y 0.0000 0.1756 -0.6302 0.0000 -0.1756 0.8302 -0.0026 0.0020 -0.0027 4X 0.0000 0.1425 -0.3100 0.0000 -0.1425 0.3100 0.0256 0.0510 -0.0015 4X0 0.0000 0.4689 -0.7239 -0.0000 -0.4689 0.7239 0.0267 0.0177 0.0118 4Y 0.0000 0.3264 -0.7239 0.0000 -0.3264 0.7239 0.0177 0.0173 -0.0043 5X 0.0000 0.2264 -0.5094 0.0000 -0.2264 0.5094 0.0465 0.0956 -0.0050 520 0.0000 0.2264 -0.5094 0.0000 -0.2264 0.5094 0.0460 0.0404 0.0099 50 0.0000 0.0000 -0.5094 0.0000 0.0000 0.5094 0.0530 0.0410 -0.0063 6X 0.0000 0.1433 -0.2442 0.0000 -0.1433 0.2442 0.2029 0.2378 -0.0089 6XY 0.0000 0.1433 -0.2442 0.0000 -0.1433 0.2442 0.2034 0.1683 0.0181 6Y 0.0000 0.0000 -0.2242 0.0000 0.0000 0.2242 0.1490 0.1693 -0.0107 9AY 0.0000 0.0243 -0.0555 -0.0000 -0.0243 0.0555 0.2070 0.0041 0.1300 11A0 0.0000 0.0243 -0.0555 0.0000 -0.0243 0.0555 0.1158 0.1413 0.0693 3120 0.0000 0.0000 -0.6382 -0.0000 0.0000 0.6382 0.0160 0.0459 -0.0213 4110 0.0000 0.2520 -0.8024 -0.0000 -0.2520 0.8024 0.0264 0.0625 -0.0230 4125 0.0000 0.0000 -0.4675 -0.0000 0.0000 0.4675 0.0409 0.0802 -0.0205 5115 0.0000 0.0000 -0.5299 0.0000 -0.0000 0.5299 0.0643 0.1141 -0.0218 5120 0.0000 0.0000 -0.4493 0.0000 0.0000 0.4493 0.0757 0.1326 -0.0236 5131 0.0000 0.0000 -0.3920 -0.0000 0.0000 0.3920 0.0887 0.1531 -0.0249 5L4S 0.0000 0.0000 -0.4050 0.0000 0.0000 0.4050 0.1015 0.1723 -0.0256 5155 0.0000 0.0000 -0.3218 0.0000 0.0000 0.3218 0.1141 0.1907 -0.0261 5160 0.0000 0.0000 -0.2530 0.0000 0.0000 0.2530 0.1265 0.2076 -0.0264 5175 0.0000 0.0000 -0.3355 0.0000 0.0000 0.3355 0.1380 0.2229 -0.0263 1815 0.0000 0.0000 -0.8207 0.0000 -0.0000 0.8207 0.0050 0.0037 0.0007 1820 0.0000 0.0000 -0.8197 -0.0000 -0.0000 0.8197 -0.0065 -0.0255 -0.0053 2812 0.0000 0.0000 -0.3771 0.0000 0.0000 0.3771 -0.0018 0.0212 -0.0099 2025 0.0000 0.0000 -0.3771 0.0000 -0.0000 0.3771 -0.0027 -0.0374 -0.0185 3010 0.0000 0.0000 -0.2146 0.0000 0.0000 0.2146 0.0236 0.0509 -0.0155 3820 0.0000 0.0000 -0.2146 0.0000 -0.0000 0.2146 0.0177 0.0215 -0.0199 3L2X 0.0000 0.3148 -0.6382 0.0000 -0.3148 0.6382 0.0171 0.0366 -0.0007 3L2XY 0.0000 0.4228 -0.7399 0.0000 -0.4228 0.7399 0.0263 0.0147 0.0104 3L2Y 0.0000 0.1080 -0.7399 0.0000 -0.1080 0.7399 0.0050 0.0094 -0.0033 411X 0.0000 0.1942 -0.4586 0.0000 -0.1942 0.4586 0.0333 0.0655 -0.0024 4L1XY 0.0000 0.4462 -0.8024 -0.0000 -0.4462 0.8024 0.0306 0.0240 0.0118 4L1Y 0.0000 0.2520 -0.8024 0.0000 -0.2520 0.8024 0.0298 0.0252 -0.0052 4L2X 0.0000 0.2009 -0.4675 0.0000 -0.2009 0.4675 0.0369 0.0767 -0.0035 4L2XY 0.0000 0.2009 -0.4675 -0.0000 -0.2009 0.4675 0.0399 0.0329 0.0104 4L2Y 0.0000 0.0000 -0.4675 0.0000 -0.0000 0.4675 0.0373 0.0309 -0.0055 5L1X 0.0000 0.2209 -0.5529 -0.0000 -0.2209 0.5529 0.0630 0.1137 -0.0050 51100 0.0000 0.2209 -0.5529 0.0000 -0.2209 0.5529 0.0637 0.0544 0.0115 5110 0.0000 0.0000 -0.5299 0.0000 0.0000 0.5299 0.0636 0.0531 -0.0061 5L2X 0.0000 0.2223 -0.4447 0.0000 -0.2223 0.4447 0.0803 0.1320 -0.0051 51220 0.0000 0.2223 -0.4447 0.0000 -0.2223 0.4447 0.0810 0.0651 0.0127 5L2Y 0.0000 0.0000 -0.4493 0.0000 0.0000 0.4493 0.0759 0.0659 -0.0062 5130 0.0000 0.1897 -0.3920 0.0000 -0.1897 0.3920 0.0986 0.1520 -0.0054 51300 0.0000 0.1897 -0.3920 -0.0000 -0.1897 0.3920 0.0992 0.0784 0.0137 5L3Y 0.0000 0.0000 -0.3225 0.0000 0.0000 0.3225 0.0883 0.0771 -0.0063 5L4X 0.0000 0.1847 -0.4280 -0.0000 -0.1847 0.4280 0.1179 0.1738 -0.0059 SL4XY 0.0000 0.1847 -0.4280 0.0000 -0.1847 0.4280 0.1184 0.0906 0.0146 5140 0.0000 0.0000 -0.3355 -0.0000 0.0000 0.3355 0.1015 0.0915 -0.0072 5L50 0.0000 0.1808 -0.3172 -0.0000 -0.1808 0.3172 0.1371 0.1899 -0.0069 5L5XY 0.0000 0.1808 -0.3172 0.0000 -0.1808 0.3172 0.1378 0.1082 0.0161 5L5Y 0.0000 0.0000 -0.3218 0.0000 0.0000 0.3218 0.1144 0.1083 -0.0084 5L6X 0.0000 0.1483 -0.2530 0.0000 -0.1483 0.2530 0.1581 0.2069 -0.0078 5L6XY 0.0000 0.1483 -0.2530 0.0000 -0.1483 0.2530 0.1587 0.1275 0.0174 5L6Y 0.0000 0.0000 -0.2530 0.0000 0.0000 0.2530 0.1264 0.1268 -0.0092 5L7X 0.0000 0.1639 -0.3585 0.0000 -0.1639 0.3585 0.1807 0.2243 -0.0085 51700 0.0000 0.1639 -0.3585 0.0000 -0.1639 0.3585 0.1809 0.1473 0.0180 5L71 0.0000 0.0000 -0.3355 0.0000 0.0000 0.3355 0.1383 0.1475 -0.0100 181Y 0.0000 0.0000 -0.8207 -0.0000 -0.0000 0.8207 -0.0127 -0.0028 0.0022 1821 0.0000 0.6131 -0.8197 -0.0000 -0.6131 0.8197 0.0031 0.1095 -0.0219 2912 0.0000 0.0000 -0.3771 -0.0000 -0.0000 0.3771 0.0044 0.0020 0.0033 2H2X 0.0000 0.4047 -0.3771 0.0000 -0.4047 0.3771 0.0123 0.1710 -0.0234 3810 0.0000 0.0000 -0.2146 -0.0000 0.0000 0.2146 0.0126 0.0173 0.0072 3921 0.0000 0.2133 -0.2146 0.0000 -0.2133 0.2146 0.0259 0.1127 -0.0053 Susmary of Suspension Capacities and Usages for Load Case ^(2) Side Cond. Broken (Hind Transverse)", Suspension Tension Input Factored Usage Label Tension Tension Capacity Capacity (kips) (kips) (kips) e I1 5.469 20.00 20.00 27.34 I2 5.469 20.00 20.00 27.34 I3 5.469 20.00 20.00 27.34 14 9.604 20.00 20.00 48.02 I5 5.469 20.00 20.00 27.34 I6 9.604 20.00 20.00 48.02 CG Engineering - wa158 roxbury 1.0 Page 28/33 •*" Analysis Results for Load Case No. 7 "(2) Side Cond. Broken (Wind 8 Corner(" - Numbex of iterations in SAPS 9 Equilibrium Joint Positions and Rotations for Load Case "(2) Side Cond. Broken (Wind 8 Corner)": Joint X-Displ Y-Displ Z-Displ X -Rot Y -Rot Z -Rot X-Pos Y-Pos Z-Pos Label (ft) (ft) (ft) (deg) (deg) (deg) (ft) (ft) (ft) 1P 0 0 2P -0.005881 0.003638 38 0.0008738 0.02 4P 0.02485 0.04881 5P 0.06268 0.09057 6P 0.174 0.226 7P 0.2213 0.2096 BP -0.01278 0.0774 9P 0.1911 0.08287 9AP 0.009958 0.04691 109 0.004313 0.1229 11P 0.3174 0.1272 11AP 0.2858 0.04911 129 0.05772 D.1734 139 0.3634 0.1769 10 0 0 1XY 0 0 lY 0 0 2X 0.004556 0.003775 2XY 0.005287 -0.003499 2Y -0.0058 -0.004115 3% 0.01527 0.02021 3XY 0.0168 0.0009755 31 0.001204 -0.000388 4X 0.03214 0.04857 4XY 0.03294 0.0144 4Y 0.02472 0.01386 5X 0.05655 0.09154 5XY 0.05617 0.03509 5Y 0.06383 0.03591 6% 0.2288 0.226 6XY 0.2294 0.156 6Y 0.1745 0.157 9AY 0.2226 -0.0016 11AY 0.1351 0.1326 3L2S 0.02159 0.04457 4115 0.03461 0.05945 4125 0.05027 0.07691 5L1S 0.07674 0.1092 5L2S 0.0898 0.1268 5135 0.1045 0.1463 5145 0.1191 0.1646 5155 0.1337 0.182 5L60 0.1481 0.1978 5L7S 0.1615 0.212 1815 -0.005104 0.00334 1825 -0.005259 -0.008283 2810 -0.009923 0.02007 2820 0.001005 -0.02078 3815 0.02645 0.0485 3825 0.02456 0.02532 3L2X 0.02333 0.03396 31200 0.03093 0.01282 3125 0.01119 0.005464 4L1X 0.04051 0.0628 4L107 0.03839 0.01961 4111 0.03793 0.02173 4120 0.04583 0.07305 41202 0.04046 0.02874 4L2Y 0.0468 0.02604 5110 0.07504 0.1087 51107 0.07564 0.04853 511Y 0.07609 0.04707 5L2X 0.0941 0.1261 5L2XY 0.09481 0.05831 5121 0.09005 0.05915 5130 0.1143 0.1452 5L3XY 0.115 0.07083 51.31 0.1041 0.06945 5L4X 0.1356 0.1661 5L4XY 0.1361 0.08214 5140 0.1192 0.08305 5L5X 0.1568 0.1812 5L5XY 0.1575 0.09879 5L51 0.134 0.09893 5L6X 0.1799 0.1971 5L6XY 0.1805 0.1172 5L61 0.148 0.1165 5170 0.2045 0.2135 5L7XY 0.2048 0.1359 5170 0.1618 0.1362 1815 0.0612 -0.003412 11125 0.004417 0.06642 2810 0.1145 0.0002521 2920 0.01505 0.1229 381Y 0.06603 0.01398 3825 0.03227 0.08425 O 0.0000 0.0000 -0.018 -0.0252 -0.0133 - 0.0232 -0.1082 -0.02388 -0.0657 -0.01962 -0.1376 - 0.02651 -0.1294 - 0.00706 0.0000 - 0.04657 -0.1839 -0.2155 2.0236 0.1291 -0.0154 - 0.0518 -0.1957 -0.1324 1.3171 0.1178 -0.0771 0.0546 0.0089 0.0815 0.1165 0.0000 0.1522 0.1125 0.3980 0.1593 0.3154 0.0017 - 0.05424 -0.1992 0.1117 0.03622 -0.1088 0.2281 O 0.0000 0.0000 O 0.0000 0.0000 O 0.0000 0.0000 -0.0001444 -0.0075 -0.0093 0.009417 0.0031 0.0345 -0.0005986 0.0330 -0.0221 -0.001098 -0.0235 0.0052 0.01182 -0.0222 0.0766 -0.001254 0.0257 -0.0141 -0.003001 -0.1181 0.0670 0.01238 0.0187 0.0522 -0.002777 -0.0317 0.0785 - 0.006298 -0.1546 0.1266 0.01042 -0.0553 0.1264 - 0.005111 -0.0664 0.1011 -0.01084 -0.1068 0.2228 0.01879 -0.1854 0.2297 - 0.008772 -0.1933 0.1181 0.1294 0.0536 -0.1419 0.06743 0.0339 0.3603 -0.02178 -0.0724 0.0186 -0.02351 -0.1459 0.0789 -0.02089 -0.1521 0.0682 -0.02226 -0.1576 0.1262 - 0.02411 -0.1728 0.1293 - 0.02544 -0.1772 0.1402 - 0.02612 -0.1635 0.1366 -0.02671 -0.1528 0.1390 -0.02705 -0.1368 0.1316 -0.02687 -0.1297 0.1224 - 0.001245 -0.0430 -0.0114 - 0.001895 0.0039 0.0581 - 0.01273 -0.0496 0.0290 -0.01501 -0.0412 0.0715 -0.01762 -0.0675 0.0381 -0.01811 -0.0491 0.0922 -0.002002 -0.0853 0.0462 0.01099 0.0074 0.0555 - 0.00197 -0.0151 0.0489 -0.00403 -0.0833 0.0483 0.01242 -0.0245 0.1058 -0.003626 -0.0024 0.0357 -0.004897 -0.1175 0.0612 0.01094 0.0005 0.1082 -0.00419 -0.0070 0.0575 -0.006437 -0.1384 0.1674 0.01202 -0.1015 0.1782 -0.004742 -0.1099 0.1156 - 0.006755 -0.1849 0.1908 0.01324 -0.1117 0.1756 -0.004668 -0.1042 0.1346 -0.007142 -0.1845 0.1946 0.0143 -0.1105 0.1954 -0.004735'-0.0937 0:1313 - 0.00762 -0.1608 0.1990 0.01518 -0.0988 0.2001 -0.00546 -0.1447 0.1448 -0.008715 -0.1758 0.2246 0.0168 -0.2334 0.1716 - 0.006542 -0.1510 0.1346 - 0.009722 -0.1416 0.2250 0.01804 -0.1543 0.2312 -0.007326 -0.1724 0.1314 -0.01045 -0.1334 0.2304 0.01871 -0.1820 0.2247 - 0.008083 -0.1889 0.1263 -0.01196 -0.0376 -0.01332 -0.0023 -0.01448 -0.0495 -0.01561 -0.0223 0.0008435 -0.0789 -0.001907 -0.0501 0.0000 0.0397 0.0912 0.1459 0.2114 0.4488 0.0000 0.5504 0.5178 0.3533 0.7001 0.7713 0.7391 0.5795 0.6589 0.0000 0.0000 0.0000 - 0.1397 0.0488 0.1697 -0.1251 0.1133 0.2170 -0.0536 0.1957 0.2370 0.0714 0.2836 0.2299 0.4273 0.4932 0.4258 0.4581 0.6944 0.1280 0.1659 0.1847 0.2547 0.2853 0.3136 0.3420 0.3966 0.4197 0.4428 0.0548 -0.0300 0.0623 - 0.0007 0.0165 0.0939 -0.0774 0.1686 0.2310 0.0032 0.2232 0.2184 0.0422 0.2476 0.2174 0.1100 0.3526 0.2423 0.1117 0.4290 0.2522 0.1652 0.4525 0.2641 0.2187 0.4759 0.3420 0.2194 0.6199 0.3563 0.3152 0.5638 0.3868 0.4110 0.5083 0.4172 0.0061 -0.0228 0.0211 0.0435 0.0306 -0.0244 0.0278 0.0749 0.0655 -0.0636 0.0533 0.1496 21.69 14.99 11.51 7.952 4.063 4.174 0.2213 -0.01278 0.1911 3.321 0.004313 0.3174 -3.026 0.05772 0.3634 21.69 -21.69 -21.69 15 - 14.99 -15 11.52 -11.49 -11.5 7.959 -7.894 -7.902 4.057 - 3.944 -3.936 4.229 -3.771 -3.825 -3.089 3.447 9.144 6.654 5.362 4.077 4.09 4.105 4.119 4.134 4.148 4.162 14.99 -0.005259 11.5 0.001005 7.954 0.02456 9.146 -9.091 -9.111 6.66 - 6.581 - 6.581 5.357 - 5.263 - 5.265 4.075 -3.924 -3.924 4.094 -3.905 - 3.91 4.114 -3.885 - 3.896 4.136 - 3.864 - 3.881 4.157 -3.843 -3.866 4.18 - 3.82 - 3.852 4.205 21.88 0 15 34.98 11.53 54.98 7.976 75.78 4.091 97.98 4.226 148.1 0.2096 154.9 15.33 105 -19.17 104.8 -9.203 107.7 15.37 123.4 -19.12 123.4 - 9.201 126.2 15.42 141.9 - 19.07 142 -21.88 0 -21.88 0 21.88 0 -14.99 35 -15 35.01 14.99 35 - 11.48 55 -11.5 55.01 11.5 55 -7.879 75.8 - 7,913 75.81 7.941 75.8 - 3.908 97.99 - 3.965 98.01 4.036 97.99 -3.774 148.2 -3.844 148.2 4.157 148.2 -9.252 107.7 -9.117 126.2 9.167 68.83 6.679 83.17 5.389 90.57 4.109 105 4.127 111.1 4.146 117.3 4.165 123.5 4.182 129.6 4.198 135.8 4.212 142 0.00334 35 14.99 35 0.02007 54.99 11.48 54.98 0.0485 75.78 7.952 75.78 -9.088 68.85 -9.109 68.87 9.128 68.85 - 6.557 83.19 -6.6 83.21 6.641 83.19 -5.239 90.58 - 5.283 90.6 5.338 90.58 - 3.891 105 -3.951 105 4.047 105 - 3.874 111.2 -3.942 111.2 4.059 111.2 -3.855 117.3 -3.929 117.3 4.069 117.3 -3.834 123.5 - 3.918 123.5 4.083 123.5 - 3.819 129.7 -3.901 129.7 4.099 129.7 -3.803 135.8 -3.883 135.9 4.116 135.8 - 3.787 142 -3.795 -3.864 142 -3.838 4.136 142 -14.93 -0.003412 34.99 0.004417 -14.93 34.99 -11.39 0.0002521 54.99 0.01585 -11.38 54.98 - 7.861 0.01398 75.8 0.03227 -7.843 75.8 Joint Support Reactions for Load Casa "(2) Side Cond. Broken (Wind 9 Corner)": Joint X X Y Y H -Shaer Z Comp. Uplift Result. Result. 8 8-M. Y Y -M. H -Bend -M 8 Z -M. Max. Label Force Osage Force Usage Usage Force Usage Usage Force Usage Moment Usage Moment Usage Usage Moment Usage Osage (kips) 8 (kips) B 9 (kips) 8 6 (kips) 9 (ft -k) 8 (ft -k) 9 8 (ft -k) 8 % 1P -17.03 0.0 -21.36 0.0 1X -2.76 0.0 -0.95 0.0 100 -13.09 0.0 -9.91 0.0 11 3.55 0.0 -0.29 0.0 0.0 -101.46 0.0 0.0 105.07 0.0 -4.68 0.0 0.0 5.52 0.0 55.06 0.0 0.0 57.46 0.0 -9.25 0.0 0.0 9.91 0.0 -0.12 0.0 0.4 0.0 0.0 -0.23 0.0 0.1 0.0 0.0 -0.33 0.0 0.0 0.0 0.0 -0.29 0.0 0.5 0.0 Joint Displacements, Loads and Member Forces on Joints for Load Case "(2) Side Cond. Broken (Wind 9 Corner)": Joint X External Y External E External 0 Member Y Member 1 Member X Y Z Label Load Load Load Force Force Force Disp. Disp. Disp. (kips) (kips) (kips) (kips) (kips) (kips) (ft) (ft) (ft) 1P 0.0000 0.0000 -1.2340 17.0318 21.3647 -100.2255 0.0000 0.0000 0.0000 2P 0.0000 0.0000 -1.3411 0.0000 0.0000 1.3411 -0.0059 0.0036 -0.0180 3P 0.0000 0.0000 -0.6646 0.0000 -0.0000 0.6646 0.0009 0.0200 -0.0232 4P 0.1777 0.1777 -0.6537 -0.1777 -0.1777 0.6537 0.0248 0.0488 -0.0239 5P 0.0000 0.0000 -0.5094 0.0000 -0.0000 0.5094 0.0627 0.0906 -0.0196 6P 0.0000 0.0000 -0.2242 0.0000 0.0000 0.2242 0.1740 0.2260 -0.0265 7P 0.0369 0.0369 -0.1617 -0.0369 -0.0369 0.1617 0.2213 0.2096 -0.0071 89 0.5249 4.5730 -3.0888 -0.5249 -4.5730 3.0888 -0.0128 0.0774 -0.0466 9P 0.5447 4.6151 -3.1635 -0.5447 -4.6151 3.1635 0.1911 0.0829 -0.2155 9AP 0.0000 0.0172 -0.0555 0.0000 -0.0172 0.0555 0.0100 0.0469 0.1291 109 0.5249 4.5730 -3.0888 -0.5249 -4.5730 3.0888 0.0043 0.1229 -0.0518 11P 9.0667 2.6951 -2.0405 -9.0667 -2.6951 2.0405 0.3174 0.1272 -0.1324 11AP 0.0370 0.0172 -0.0555 -0.0370 -0.0172 0.0555 0.2858 0.0491 0.1178 12P 0.5249 4.5730 -3.0888 -0.5249 -4.5730 3.0888 0.0577 0.1734 -0.0542 13P 9.0747 2.7042 -2.0518 -9.0747 -2.7042 2.0518 0.3634 0.1769 0.0362 10 0.0000 0.3573 -1.2340 2.7567 0.5905 -3.4485 0.0000 0.0000 0.0000 0.0 -0.12 0.0 0.0 0.0 0.45 0.0 0.0 0.0 -0.15 0.0 0.0 0.0 -0.50 0.0 0.0 CG Engineering - wa158 roxbury 1.0 Page 29/33 1XY 0.4870 0.4864 -1.4065 12.6022 9.4199 56.4675 0.0000 0.0000 0.0000 50 0.4870 0.1291 -1.4065 -4.0373 0.1588 -7.8459 0.0000 0.0000 0.0000 2X 0.0000 0.4180 -1.3411 -0.0000 -0.4180 1.3411 0.0046 0.0038 -0.0001 2x? 0.6204 0.6202 -1.6113 -0.6204 -0.6202 1.6113 0.0053 -0.0035 0.0094 2Y 0.6204 0.2022 -1.6113 -0.6204 -0.2022 1.6113 -0.0058 -0.0041 -0.0006 30 0.0000 0.2211 -0.6646 0.0000 -0.2211 0.6646 0.0153 0.0202 -0.0011 3XY 0.3450 0.3450 -0.8302 -0.3450 -0.3450 0.8302 0.0168 0.0010 0.0118 30 0.3450 0.1239 -0.8302 -0.3450 -0.1239 0.8302 0.0012 -0.0004 -0.0013 4X 0.0000 0.1005 -0.3100 0.0000 -0.1005 0.3100 0.0321 0.0486 -0.0030 42Y 0.3307 0.3307 -0.7239 -0.3307 -0.3307 0.7239 0.0329 0.0144 0.0124 4Y 0.3307 0.2302 -0.7239 -0.3307 -0.2302 0.7239 0.0247 0.0139 -0.0028 5X 0.0000 0.1597 -0.5094 0.0000 -0.1597 0.5094 0.0566 0.0915 -0.0063 SXY 0.1597 0.1597 -0.5094 -0.1597 -0.1597 0.5094 0.0562 0.0351 0.0104 50 0.1597 0.0000 -0.5094 -0.1597 -0.0000 0.5094 0.0638 0.0359 -0.0051 6X 0.0000 0.1010 -0.2442 0.0000 -0.1010 0.2442 0.2288 0.2260 -0.0108 6XY 0.1190 0.1010 -0.2442 -0.1190 -0.1010 0.2442 0.2294 0.1560 0.0188 6Y 0.1068 0.0000 -0.2242 -0.1068 0.0000 0.2242 0.1745 0.1570 -0.0088 916Y 0.0370 0.0172 -0.0555 -0.0370 -0.0172 0.0555 0.2226 -0.0016 0.1294 11AY 0.0000 0.0172 -0.0555 0.0000 -0.0172 0.0555 0.1351 0.1326 0.0674 3125 0.0000 0.0000 -0.6382 -0.0000 0.0000 0.6382 0.0216 0.0446 -0.0218 4115 0.1777 0.1777 -0.8024 -0.1777 -0.1777 0.8024 0.0346 0.0595 -0.0235 4025 0.0000 0.0000 -0.4675 -0.0000 0.0000 0.4675 0.0503 0.0769 -0.0209 5L1s 0.0000 0.0000 -0.5299 0.0000 -0.0000 0.5299 0.0767 0.1092 -0.0223 5025 0.0000 0.0000 -0.4493 0.0000 0.0000 0.4493 0.0898 0.1268 -0.0241 5030 0.0000 0.0000 -0.3920 0.0000 0.0000 0.3920 0.1045 0.1463 -0.0254 5040 0.0000 0.0000 -0.4050 0.0000 0.0000 0.4050 0.1191 0.1646 -0.0261 5050 0.0000 0.0000 -0.3218 0.0000 0.0000 0.3218 0.1337 0.1820 -0.0267 5060 0.0000 0.0000 -0.2530 0.0000 0.0000 0.2530 0.1481 0.1978 -0.0270 5070 0.0000 0.0000 -0.3355 0.0000 0.0000 0.3355 0.1615 0.2120 -0.0269 1810 0.0000 0.0000 -0.8207 0.0000 -0.0000 0.8207 -0.0051 0.0033 -0.0012 1020 0.0000 0.0000 -0.8197 -0.0000 -0.0000 0.8197 -0.0053 -0.0083 -0.0019 2810 0.0000 0.0000 -0.3771 0.0000 0.0000 0.3771 -0.0099 0.0201 -0.0127 2020 0.0000 0.0000 -0.3771 0.0000 -0.0000 0.3771 0.0010 -0.0208 -0.0150 3010 0.0000 0.0000 -0.2146 0.0000 0.0000 0.2146 0.0264 0.0485 -0.0176 3020 0.0000 0.0000 -0.2146 0.0000 0.0000 0.2146 0.0246 0.0253 -0.0181 3L2X 0.0000 0.2221 -0.6382 0.0000 -0.2221 0.6382 0.0233 0.0340 -0.0020 31.22Y 0.2982 0.2982 -0.7399 -0.2982 -0.2982 0.7399 0.0309 0.0128 0.0110 312Y 0.2982 0.0762 -0.7399 -0.2982 -0.0762 0.7399 0.0112 0.0055 -0.0020 4012 0.0000 0.1370 -0.4586 0.0000 -0.1370 0.4586 0.0405 0.0628 -0.0040 401XY 0.3147 0.3147 -0.8024 -0.3147 -0.3147 0.8024 0.0384 0.0196 0.0124 411Y 0.3147 0.1777 -0.8024 -0.3147 -0.1777 0.8024 0.0379 0.0217 -0.0036 4L2X 0.0000 0.1417 -0.4675 0.0000 -0.1417 0.4675 0.0458 0.0731 -0.0049 4L2XY 0.1417 0.1417 -0.4675 -0.1417 -0.1417 0.4675 0.0485 0.0287 0.0109 412Y 0.1417 0.0000 -0.4675 -0.1417 0.0000 0.4675 0.0468 0.0260 -0.0042 5110 0.0000 0.1558 -0.5529 -0.0000 -0.1558 0.5529 0.0750 0.1087 -0.0064 501XY 0.2059 0.1558 -0.5529 -0.2059 -0.1558 0.5529 0.0756 0.0485 0.0120 5110 0.1904 0.0000 -0.5299 -0.1904 -0.0000 0.5299 0.0761 0.0471 -0.0047 5L2X 0.0000 0.1568 -0.4447 0.0000 -0.1568 0.4447 0.0941 0.1261 -0.0068 5120Y 0.1621 0.1568 -0.4447 -0.1621 -0.1568 0.4447 0.0948 0.0583 0.0132 512Y 0.1699 0.0000 -0.4493 -0.1699 0.0000 0.4493 0.0901 0.0591 -0.0047 5L3X 0.0000 0.1338 -0.3920 0.0000 -0.1338 0.3920 0.1143 0.1452 -0.0071 51307 0.1338 0.1338 -0.3920 -0.1338 -0.1338 0.3920 0.1150 0.0708 0.0143 5130 0.1192 0.0000 -0.3225 -0.1192 0.0000 0.3225 0.1041 0.0695 -0.0047 5142 0.0000 0.1302 -0.4280 -0.0000 -0.1302 0.4280 0.1356 0.1661 -0.0076 51420 0.1803 0.1302 -0.4280 -0.1803 -0.1302 0.4280 0.1361 0.0821 0.0152 514Y 0.1502 0.0000 -0.3355 -0.1502 0.0000 0.3355 0.1192 0.0830 -0.0055 5L5X 0.0000 0.1275 -0.3172 -0.0000 -0.1275 0.3172 0.1568 0.1812 -0.0087 5L5XY 0.1329 0.1275 -0.3172 -0.1329 -0.1275 0.3172 0.1575 0.0988 0.0168 515Y 0.1406 0.0000 -0.3218 -0.1406 0.0000 0.3218 0.1340 0.0989 -0.0065 516X 0.0000 0.1046 -0.2530 0.0000 -0.1046 0.2530 0.1799 0.1971 -0.0097 516100 0.1046 0.1046 -0.2530 -0.1046 -0.1046 0.2530 0.1805 0.1172 0.0180 5167 0.1046 0.0000 -0.2530 -0.1046 0.0000 0.2530 0.1480 0.1165 -0.0073 5078 0.0000 0.1156 -0.3585 0.0000 -0.1156 0.3585 0.2045 0.2135 -0.0105 517X1 0.1657 0.1156 -0.3585 -0.1657 -0.1156 0.3585 0.2048 0.1359 0.0187 5170 0.1502 0.0000 -0.3355 -0.1502 0.0000 0.3355 0.1618 0.1362 -0.0081 1O1Y 0.4333 0.0000 -0.8207 -0.4333 -0.0000 0.8207 0.0612 -0.0034 -0.0120 1820 0.0000 0.4325 -0.8197 0.0000 -0.4325 0.8197 0.0044 0.0664 -0.0133 261Y 0.2855 0.0000 -0.3771 -0.2855 0.0000 0.3771 0.1145 0.0003 -0.0145 2022 0.0000 0.2855 -0.3771 0.0000 -0.2855 0.3771 0.0158 0.1229 -0.0156 302Y 0.1504 0.0000 -0.2146 -0.1504 0.0000 0.2146 0.0660 0.0140 0.0008 3022 0.0000 0.1504 -0.2146 0.0000 -0.1504 0.2146 0.0323 0.0842 -0.0019 Summary of Suspension Capacities and Usages for Load Case "(2) Side Cond. Broken (Wind 0 Corner)": Suspension Tension Input Factored Osage Label Tension Tension Capacity Capacity (kips) (kips) (kips) 6 01 5.469 20.00 20.00 27.34 I2 5.469 20.00 20.00 27.34 I3 5.469 20.00 20.00 27.34 I4 9.561 20.00 20.00 47.81 I5 5.469 20.00 20.00 27.34 I6 9.561 20.00 20.00 47.81 CG Engineering - wa158 roxbury 1.0 Page 30/33 *** Overall summary for all load cases - Usage - Maximum Stress / Allowable Stress Printed capacities do not include the strength factor entered for each load case. The Group Summary reports on the member and load case that resulted in maximum usage which may not necessarily be the same as that which produces maximum force. Group Summary (Compression Portion): Group Group Angle Label Desc. Type Angle Steel Max Usage Max Comp. Size Strength Osage Cant- Use Control rel In Member Comp. (ksi) 6 Camp. Comp. L/18 Comp. Comp. Force Control Capacity Connect. Connect. Load Shear Hearing Case Capacity Capacity (kips) (kips) (kips) (kips) ALX ALY BLZ 1/0 EL/A Length Curve No. Comp. No. Of Member Bolts Camp. (ft) L1 L2 L3 D1 D2 D3 D4 05 D6 D7 D8 D9 Al LEG1 LEG2 LEG3 DIA1 DIA2 D0A3 DSA4 DIA5 DIA6 DIA7 DIA8 DIA9 APM1 SAE 80800.5 33.0 54.71 SAE 80800.5625 33.0 62.58 SAE 55500.3125 33.0 32.87 SAU 6113.5110.375 33.0 38.15 SAU 423110.25 33.0 55.12 SAE 404X0.25 33.0 45.02 SAE 3.503.500.25 33.0 54.72 SAU 3.50320.25 33.0 67.02 SAE 4X420.3125 33.0 70.08 SAE 3.5X3.500.25 33.0 71.90 Comp 54.71 glP-125.717NE51 250 Tens 47.49 01902 -109.14211E01 250 Comp 32.87 g299P-27.617NESC 250 Comp 38.15 0230 -8.76796E01 250 Comp 55.12 g60P -11.176(2) Side Comp 45.02 870P -8.255(2) Side Comp 54.72 g77P -8.838(2) Side Comp 67.02 0920 -15.401(2) Side Comp 70.08 92182 -32.210(2) Side Tens 52.80 82420 -22.972(2) Side 0.00 0.000 233.627 259.135 84.016 57.174 20.277 18.336 16.152 32.241 64.357 43.511 SAU 2.52200.3125 33.0 0.00 0.000 SAE 3.503.500.3125 33.0 33.72 Tens 32.78 83590 -7.532(2) Side 25.499 50E 30390.25 33.0 53.81 Tens 45.45 g283P -10.445(2) Top 27.462 22.980 31.500 damaging moment exists in the following members (make sure your system i A2 ARMY SAE 3.5x3.5%0.25 33.0 50.75 Comp 50.75 02810 -21. damaging moment exists in the following members (make s w your system is A3 AAM3 SAE 202X0.1875 33.0 51.05 Tens 38.67 g335P -1. A4 ARM4 SAE 2.5112.5X0.25 33.0 32.52 Tens 22.57 g365P -2. damaging moment exists in the following members (make sure your system is 05 AAM1 SAU 2.52220.25 33.0 72.11 Tens 60.98 g337P -7. H3 HOA1 SAE 50500.3125 33.0 29.00 Comp 29.00 g33P -6. damaging moment exists in the following members (make sue your system is H2 HOR2 SAE 3X390.1875 33.0 65.44 Comp 65.44 9354P -7. damaging moment exists in the following members (make sure your system is H3 HOA3 SAE 2.5%2.5X0.1875 33.0 82.41 Comp 82.41 g43P -5. damaging moment exists in the following members (make sure your system is 229.800 629.999 0.200 0.200 0.200 54.78 54.78 36.292 229.800 708.749 1.000 1.000 1.000 57.51 57.51 7.620 91.920 157.500 1.000 1.000 1.000 74.45 74.45 6.167 22.980 47.250 0.200 0.200 0.200 130.84 130.84 41.813 22.980 31.500 0.500 0.500 0.500 154.45 154.45 16.758 22.980 31.500 1.000 1.000 1.000 174.02 174.02 11.529 22.980 31.500 1.000 1.000 1.000 173.05 173.05 10.008 22.980 31.500 0.500 0.500 0.500 113.87 113.87 11.975 45.960 78.750 0.500 0.500 0.500 80.63 80.63 10.630 45.960 63.000 0.500 0.500 0.500 87.33 87.33 10.101 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.000 22.980 39.375 1.000 1.000 1.000 153.17 153.17 8.807 0.500 0.500 0.500 121.01 121.01 11.940 minimize moments): 92890 g291P g293P g295P ?? 45.960 63.000 0.333 0.333 0.333 90.78 90.78 15.766 minimi moments): 92772 g278P g281P g282P 22.980 23.625 0.500 0.500 0.500 204.65 204.65 13.438 22.980 31.500 1.000 1.000 1.000 195.52 195.52 8.000 minimize moments): 02900 g292P g294P g296P g364P ?? 22.980 31.500 0.333 0.333 0.333 159.55 159.55 16.929 22.980 39.375 1.000 1.000 1.000 181.02 181.02 14.995 minimize moments): g31P g320 g33P g340 935P 22.980 23.625 1.000 1.000 1.000 161.07 161.07 8.000 minimize moments): g324P g325P 83260 g327P g3280 g3440 g352P 22.980 23.625 1.000 1.000 1.000 193.94 193.94 8.000 minimize moments): 9440 g332P g333P g3340 g3390 93400 g3481, Group Summary (Tension Portion): Group Group Angle Angle Steel Max Osage Label Des0. Type Size Strength Usage Cont- rol Max Use In Tana. (ksi) 6 (kips) wall triangulated to 579(2) Side 42.523 well triangulated to 876(2) Top 4.852 011NESC 250 8.910 well triangulated to 268)2) Side 11.919 665NE5C 250 26.465 well triangulated to 869(2) Top 12.025 well triangulated to 657NESC 250 6.864 well triangulated to Tension Tension Tension Net Tension Tension Tension Length No. No. Hole Control Force Control Section Connect. Connect. Connect. Tens. Of Of Diameter Member Load Capacity Shear Hearing Rupture Member Holts Holes Case Capacity Capacity Capacity Tens. (kips) (kips) (kips) (kips) (ft) (in) L1 L2 13 D1 D2 D3 D4 D5 D6 D7 08 09 Al LEG1 LEG2 LEG3 DIA1 DIA2 DIA3 DIA4 DIA5 DIA6 DIA7 DIA8 DIA9 ARM1 50E 80800.5 33.0 54.71 SAE 80800.5625 33.0 62.58 SAE 5X500.3125 33.0 32.87 5180 6X3.5X0.375 33.0 38.15 SAU 40300.25 33.0 55.12 50E 40400.25 33.0 45.02 SAE 3.503.520.25 33.0 54.72 SAU 3.5X3%0.25 33.0 67.02 SAE 40400.3125 33.0 70.08 SAE 3.503.500.25 33.0 71.90 SAU 2.50200.3125 33.0 0.00 SAE 3.503.500.3125 33.0 33.72 SAE 3x3%0.25 33.0 53.81 Comp 49.71 030 99.4050E01 250 200.114 229.800 629.999 Tens 62.58 01970 71.906NESC 250 255.069 114.900 354.374 Comp 31.77 93080 23.937(2) Side 75.356 91.920 157.500 Comp 33.80 g242 7.766NESC 250 70.383 22.980 47.250 Comp 41.62 g550 9.564NESC 250 34.547 22.980 31.500 Comp 42.95 0620 9.867(2) Side 42.797 22.980 31.500 Comp 51.78 0750 11.896(2) Side 36.609 22.980 31.500 Comp 62.61 g910 14.383(2) Side 32.484 22.980 31.500 Comp 56.50 52150 22.157(2) Side 62.009 45.960 78.750 Tens 71.90 82330 22.559(2) Side 42.773 45.960 63.000 0.00 0.000 0.000 0.000 0.000 Tens 33.72 03600 7.470(2) Side 45.762 22.980 39.375 Tens 53.81 g284P 9.537(2) Top 30.422 22.980 31.500 489.999 36.292 393.749 7.620 175.000 6.167 42.223 41.813 28.223 25.239 22.973 11.529 22.973 10.008 22.973 11.975 39.217 10.630 31.373 10.101 0.000 0.000 22.154 8.807 17.723 11.940 exists in the folloving members (make sure your system is well triangulated to minimize moments): g2890 02910 g293P g295P A2 AA142 SAE 3.503.590.25 33.0 50.75 Camp 33.84 g282P 13.113(2) Side 38.754 45.960 63.000 82.353 15.766 4 0.000 0.8125 A potentially damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): g2772 g2780 g281P g282P 2.3 00M3 SAE 20220.1875 33.0 51.05 Tens 51.05 92880 6.786(2) Side 13.535 22.980 23.625 13.293 13438 2 0.000 0.8125 A4 APM4 SAH 2.5x2.5%0.25 33.0 32.52 Tens 32.52 92960 5.764NESC 250 24.234 22.980 31.500 17.723 6.382 2 0.000 0.8125 A potentially damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): 9290P g292P 92940 g296P g364P A5 00041 SAU 2.50200.25 33.0 72.11 Tens 72.11 g338P 12.781(2) Side 20.109 22.980 31.500 17.723 16.929 2 0.00D H1 00181 SAE 50500.3125 33.0 29.00 Comp 19.07 9300 4.382(2) Side 68.965 22.980 39.375 36.458 14.995 2 0.000 exists in the following members (make sure your system is well triangulated to minimize moments): g31P g32P g33P 9340 g35P 112 0002 SAE 3X300.1875 33.0 65.44 Coag, 29.36 g343P 6.422NE5C 250 23.744 22.980 23.625 21.875 8.000 2 0.000 0.8125 A potentially -damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): g324P 93250 g326P 9327P g328P g344P g352P g353P H3 HOA3 SAE 2.502.500.1875 33.0 82.41 Coop 28.74 g45P 5.224NE50 250 18.176 22.980 23.625 21.875 8.000 2 0.000 0.0125' A potentially damaging moment exists in the following members (make sure your system is well triangulated to minimize moments): 944P g3320 g333P g334P g339P 93400 g348P .? 20 4.150 10 2.080 8 0.000 2 0.000 2 0.000 2 0.000 2 0.000 2 0.000 4 1.230 4 1.230 0 0.000 2 0.000 2 0.000 1 20 1 20 1 B 4 2 4 2 4 2 4 2 1 2 1 4 1 4 0 0 4 2 4 2 A potentially 1 4 A potentially 4 2 4 2 A potentially 4 2 4 2 A potentially 4 2 A potentially g353P ?? 4 2 A potentially ?? 0.8125 0.8125 0.8125 0.8125 0.8125 0.8125 0.8125 0.8125 0.8125 0.8125 0 0.8125 0.8125 A potentially damaging moment 0.8125 0.8125 A potentially damaging moment *** Maximum Stress Summary for Each Load Case summary 02 Maxionm Usages by Load Case: Load Case Maxim= Element Element Usage 6 Label Type NESC 2508 (Wind Transverse) NESC 250C (Wind Transverse) NESC 250C (Wind @ Corner) 12) Top Cond. Broken )97ind Transverse) (2) Top Cond. Broken (Wind @ Corner) (2) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind @ Corner) Summary of Insulator Usages: Insulator Insulator Maximum Label Type Usage 8 79.19 g43P Angle 82.41 g43P Angle 79.96 8430 Angle 65.18 g3540 Angle 65.44 g354P Angle 71.90 92330 Angle 72.11 93380 Angle Load Case Weight (lbs) I1 Suspension I2 Suspension I3 Suspension I4 Suspension I5 suspension 16 Suspension 40.89 NESC 2508 (Wind Transverse) 40.89 NESC 2508 (Wind Transverse) 40.89 NESC 2500 (Wind Transverse) 48.02 (2) Side Cond. Broken (Wind Transverse) 48.02 (2) Top Cond. Broken (Wind Transverse) 48.02 (2) Top Cond. Broken (Wind Transverse) Loads At Insulator Attachments For All Load Cases: Load Insulator Case Label 400.0 400.0 400.0 400.0 400.0 400.0 Insulator Structure Structure Structure Structure Structure Type Attach Attach Attach Attach Attach Label Load X Load Y Load Z Load Res. (kips) (kips) (kips) (kips) NESC 2500 (Wind Transverse) NESC 2508 (Wind Transverse) NESC 2500 (Wind Transverse) NESC 2508 (Wind Transverse) NESC 2500 (Wind Transverse) NESC 2508 (Wind Transverse) 565C 2500 (Wind Transverse) NESC 250C (Wind Transverse) NESC 250C (Wind Transverse) NESC 250C (Wind Transverse) NESC 250C (Wind Transverse) NESC 250C (Wind Transverse) I1 Suspension I2 Suspension I3 Suspension I4 Suspension I5 Suspension 06 Suspension I1 Suspension 12 Suspension 13 Suspension I4 Suspension 15 Suspension 16 Suspension 80 9P 10P 110 120 13P 80 9P 100 11P 12P 13P 0.478 0.478 0.478 0.478 0.478 0.478 0.478 0.478 0.478 0.478 0.478 0.478 7.351 7.351 7.351 7.351 7.351 7.351 6.654 6.654 6.654 6.654 6.654 6.654 3.553 3.553 3.553 3.553 3.553 3.553 2.349 2.349 2.349 2.349 2.349 2.349 8.179 8.179 8.179 8.179 8.179 8.179 7.073 7.073 7.073 7.073 7.073 7.073 CG Engineering - wa158 roxbury 1.0 Page 31/33 NESC 250C (Wind @ Corner) NESC 250C (Wind @ Corner) NESC 250C (Wind @ Corner) NESC 250C (Wind @ Corner) NESC 250C (Wind @ Corner) NESC 250C (Wind @ Corner) (2) Top Cond. Broken (Wind Transverse) (2) Top Cond. Broken (Wind Transverse) (2) Top Cond. Broken (Wind Transverse) 12) Top Cond. Broken (Wind Transverse) (2) Top Cond. Broken (Wind Transverse) (2) Top Cond. Broken (Wind Transverse) (21 Top Cond. Broken (Wind @ Corner) (2) Top Cond. Broken (Wind @ Corner) (2) Top Cond. Broken (Wind @ Corner) (2) Top Cond. Broken (Wind @ Corner) (2) Top Cond. Broken (Wind @ Corner) (2) Top Cond. Broken (Wind @ Corner) (2) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind Transverse) (21 Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind Transverse) 12) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind Transverse) (2) Side Cond. Broken (Wind @ Corner) (21 Side Cond. Broken (Wind @ Corner) (2) Side Cond. Broken (Wind @ Corner) (2) Side Cond. Broken (Wind @ Corner) (2) Side Cond. Broken (Wind @ Corner) 12) Side Cond. Broken (Wind 0 Corner) I1 Suspension 8P 0.478 6.056 2.350 6.514 I2 Suspension 9P 0.478 6.056 2.350 6.514 I3 Suspension 108 0.478 6.056 2.350 6.514 I4 Suspension 11P 0.478 6.056 2.350 6.514 I5 Suspension 12P 0.478 6.056 2.350 6.514 I6 Suspension 13P 0.478 6.056 2.350 6.514 I1 Suspension 8P 0.478 4.573 2.961 5.469 12 Suspension 9P 0.478 4.573 2.961 5.469 I3 Suspension 108 0.478 4.573 2.961 5.469 I4 Suspension 11P 0.478 4.573 2.961 5.469 I5 Suspension 12P 9.000 2.803 1.838 9.604 I6 Suspension 13P 9.000 2.803 1.838 9.604 I1 Suspension 8P 0.478 4.315 2.961 5.255 I2 Suspension 9P 0.478 4.315 2.961 5.255 I3 Suspension 10P 0.478 4.315 2.961 5.255 I4 Suspension 11P 0.478 4.315 2.961 5.255 I5 Suspension 12P 9.000 2.653 1.838 9.561 I6 Suspension 13P 9.000 2.653 1.830 9.561 I1 Suspension 8P 0.478 4.573 2.961 5.469 I2 Suspension 9P 0.478 4.573 2.961 5.469 I3 Suspension 10P 0.478 4.573 2.961 5.469 I4 Suspension 11P 9.000 2.803 1.838 9.604 I5 Suspension 12P 0.478 4.573 2.961 5.469 I6 Suspension 13P 9.000 2.803 1.838 9.604 I1 suspension 8P 0.478 4.573 2.961 5.469 12 Suspension 9P 0.478 4.573 2.961 5.469 I3 Suspension 10P 0.478 4.573 2.961 5.469 I4 Suspension 11P 9.000 2.653 1.838 9.561 15 Suspension 12P 0.478 4.573 2.961 5.469 I6 Suspension 13P 9.000 2.653 1.838 9.561 Overturning Moments For User Input Concentrated Loads: Moments are static equivalents based on central axis of 0,0 (i.e. a single pole). Load Case Total Total Total Transverse Longitudinal Torsional Tran. Long. Vert. Overturning Overturning Moment Load Load Load Moment Moment (kips) (kips) (kips) (ft -k) (ft -k) (ft -6) NESC 2508 (Wind Transverse) 44.106 2.868 21.318 NESC 250C (Wind Transverse) 39.924 2.868 14.094 NESC 250C (Wind 0 Corner) 36.338 2.868 14.100 (2) Top Cond. Broken (Wind Transverse) 23.898 19.912 15.520 12) Top Cond. Broken (Wind @ Corner) 22.566 19.912 15.520 (2) Side Cond. Broken (Wind Transverse) 23.898 19.912 15.520 (2) Side Cond. Broken (Wind @ Corner) 23.596 19.912 15.520 •.k Weight of structure (lbs): Weight of Angles"Section 018: Weight of Suspensions: Total: ••• End of Report 32952.4 2400.0 35352.4 5404.455 4902.426 4459.518 2854.873 2694.367 2926.361 2886.536 354.198 354.198 354.198 2774.446 2774.446 2616.789 2616.789 5.736 5.736 5.736 39.824 39.824 333.833 333.833 CG Engineering - wa158 roxbury 1.0 Page 32/33 Product Specifications SBNHH-1 D65C Andrew® Tri -band Antenna, 698-896 and 2 x 1710-2360 MHz, 65° horizontal beamwidth, internal RET. Both high bands share the same electrical tilt. Electrical Specifications Frequency Band, MHz 698-806 Gain by all Beam Tilts, average, dBi 15.8 Gain by all Beam Tilts Tolerance, dB ±0.4 Gain by Beam 806-896 15.6 ±0.5 1710-1880 17.3 ±0.3 0° 116.0 0° 115.8 0° 1 17.3 5° 1 16.0 5° 1 15.8 4° 1 17.4 11 ° 1 15.5 11 ° 1 15.2 7 °...1 17.3 Beamwidth, Horizontal, degrees 66 Beamwidth, Horizontal Tolerance, degrees ±1.2 • Beamwidth, Vertical, degrees 8.9 Beamwidth, Vertical Tolerance, degrees ±0.6 COMMSCOPE® POWERED BY ~ANDREW. 1 1850-1990 1920-2180 2300-2360 17.8 - 18.2 ;`:. 18.1 ±0.2 ±0.5 ±0.4 0 ° 1 17.7 4 ° 1 17.8 7° 1 17.7 7° 1 18.1 64 70 65 ±1.9 ±3.4 t3.8 7.8 5.7 5.2 ±0.5 ±0.3 ±0 2 Beam Tilt, degrees 0-11 0-11 0-7 0-7 USLS, dB 13. 14 ' :17• 16 Front -to -Back Total Power at 180° ± 30°, dB 26 24 27 25 CPR at Boresight, dB • 29 22 20 21 CPR at Sector, dB 14 11 13 11 Isolation, d8 , , 25 • 25 25 25 25...;;;. Isolation, Intersystem, dB 30 30 30 30 30 30 VSWR 1 Return Loss, dB 1€5 1 14.0 1.5 1'14.0 • 1.5 ,,1 14.0 t 1.5 1 14.0 1.5 1 14.0 1.5 i 14.0 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 -153 -153 -153 Input Power per Port, maximum, watts 400 400 350 • 350 350 300 Polarization ±45° ±45° ±45° t45° ±45° ±45° 63 t4.7) 5.0 ±0.3 0-7 17 25 19 9 58 4.4 ................ ±0.2 0-7 15• 26 21 5 25 }Values calculated using NGMN Alliance N-P-BASTA v9.6 Mechanical Specifications Color 1 Radome Material Light gray 1 Fiberglass, UV resistant Connector Interface 1 Location 1 Quantity 7-16 DIN Female 1 Bottom 1 6 Wind Loading, maximum 879.0 N @ 150 km/h 197.6 Ibf @ 150 km/h Wind Speed, maximum 241,4 km/h I ' 150.0 mph Antenna Dimensions, L x W x D 2438.0 mm x 301.0 mm x 181.0 mm Net Weight 22.5 kg 1 49.6 Ib 1 96.0 in x 11.9 in x 7.1 in ©2014 CommScope, Inc. All rights reserved. All trademarks identified by ® or TM are registered trademarks, respectively, of CommScope. All specifications are subject to change without notice. See www.commscope.com for the most current information. Revised: June 27, 2014 page 1 of 1 July 14, 2014 r HUTHRE SCALA DIVISION Kathrein's multi -band antennas are ready for 4G applications, covering all existing wireless bands for AMPS, PCS and 3G/ UMTS as well as all spectrum under consideration for future systems. These cross -polarized antennas offer diversity operation in the same space as a conventional 800 MHz antenna, and are mountable on our compact sector brackets • Wide band operation. • Exceptional intermodulation characteristics. • Remote control ready. • AISG compatible. • High strength pultruded fiberglass radome. General specifications: Frequency range 790-960 MHz 1710-2180 MHz Impedance 50 ohms VSWR <1.5:1 Intermodulation (2020w) IM3:<-150 dBc Polarization +45° and -45° Connector 4 x 7-16 DIN female (long neck) Isolation Intrasystem intersystem intersystem >30 dB >45 dB (typical) >50 dB (790-960 51710-2100 MHz) Weight 44.1 Ib (20 kg) 48.5 Ib (22.kg) clamps Included Dimensions 76.1 x 10.3 x 5.7 inches (1933 0 261 0 146 mm) Wind load Front/Side/Rear Mounting category at 93 mph (150kph) 192 151 / 861bf / 205 Ibf (850 N)/(380 N)/(910 N) M (Medium) Wind survival rating' 120 mph (200 kph) Shipping dimensions 88.80 11.1 x 7.2 inches (2256 x 282 x 182 mm) Shipping weight 59.5 Ib (27 kg) Mounting Fixed mounts for 2 to 4.8 Inch (5010 115 mm) OD masts are Included end lilt options are available. See reverse for order information. Specifications: Gain (average) (dhi) Front -to -back ratio Maximum input power (at 50°C) 790-862 MHz 824-894 MHz 0.5° 5° 9.5°T 0.5° 5° 9.5°T 15.6 15.5 15.3 15.9 15.8 15,5 >27 dB (co -polar) >28 dB (co -polar) 500 watts (per input) 1000 watts (total power) 742 265V02 65° Dualband Directional Antenna 790-960 MHz Horizontal pattern x45°- polarization Vertical pattern x45°- po adzation 0.5°-9.5° els ideal downtilt 1710-2180 MHz 4i�� 111► X44 igri.,_-4411.- ww%M SII r"D%9ivCw /u►sr, 410 � pe .0280 Horizontal pattern x45°- polarization 880-960 MHz 0.5° 5° 9.5°T 16.1 16.0 15.6 >28 dB (co -polar) Vertical pattern x45°- pc. arizalion 0°-° elect cal downtilt 1710-1660 MHz 1850-1990 MHz 0° 3° 6°T 0° 3° 6°T 18,2 18.5 18.3 18.5 18.7 18.3 >30 dB (co -polar) >30 dB (co -polar) 250 watts (per input) 500 watts (tole! power) 1920-2180 MHz 0° 3° 6°T 195 18.7 18.3 >30 dB (co -polar) ♦ 45° and -45° polarization nodzontel beamwldlh 68° (hall -power) 67° (hell -)ower) 65° (hall -power venlcal heamwldlh 10.9° (hal(-power) 10.6° (hall -power) 10° halhpower Electrical downtilt 0.5°-9.5° 0.5°-8.5° 0.5>9.5° can!(recusly adlustatle imaree.! c^ zp5an9! ^em51s S1' trot) 65° (hall -power) 65° (hall -power) 5° (half -power) 4.8° (hall -power) 61° (halt -power) 4.6° (hall -power) Sidelobe suppression for 0.5° 5° 9.5°T 0.5° 5° 9.5°T 0.5° 5° 9.5°T 0° 3° 6°T 0° 3° 8°T 0° 3° 6°T firslsidebbo above main beam >15 16 17 dB >15 17 19 dB >15 18 19 d8 >18 17 15 dB >18 18 18 dB 518 19 16 d8 (average) Cross polar ratio Maln direction 0° Sector x60° 25 dB (typical) 25 08 (typical) >10dB >10dB 25 dB (typical) 0 dB 25 dB (typical) 25 dB (typical) 25 dB (typical) >1008 >10dB >1048 Tracking (average) 1.5 dB 0.5 dB Squint x2.5° x2.5° TtrAIN IVO Lead -Free 'Mechanical design is based on environmental conditions as stipulated in TIA-222-G-2 (December 2009) and/or ETS 300 019-1-4 which indude the static mechanical load Imposed on an antenna by wind et maximum velocity. See the Engineering Section of the catalog for further details. 11350-B 936.3782/d Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Email: communications@kathreln.com Internet: www.kethreIn-scale.com Fax: (541) 779-3991 KATHR SCALA DIVISION 2 x 738 546 Mounting Kit (included) Mounting Options: Model Description 2 a 738 546 (included) Mounting Kit for 210 4.6 inch (50 to 115 mm) OD mast. 4.4 Ib (2 kg) 850 10013 Till Mount Kil 0-11 degrees downtilt angle. 7.4 Ib (3.7 kg) 742 265V02 65° Dualband Directional Antenna 2.625 inches x 0.125 (68 mm : 4)-' 76.1 inches (1933 mm) 77.4 Inches (1967 mm) 78.9 Inches (2005 mm) 5.7 Inches (146 mm) 10.3 inches (261 mm) 790-960 -45° 790-960 +45° 1710-2180 -45° 1710-2180 +45° 7-16 Order Information: Model Description 742 265V02 Antenna with 7-16 DIN connectors 7-16 7-16 7-16 All specifications are subject 60 change without notice. The latest specifications are available at www.kathrein-scala.com. Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax: (541) 779.3991 Email: communicationsekethrein.com Internet www.kalhreln-scala.com Product Specifications COMMSC(PE" nowexeo er ~XCAEW \ E 1 5S09P78 Tower Mounted Amplifier, Twin Diplexed 1900/700-850 Bypass with AISG Electrical Specifications Rx (Uplink) Bandwidth 60.00 MHz License Band PCS Frequency Band 1850 - 1910 MHz Gain 12 dB Gain Tolerance ±1 Noise Figure, Mid Band, typical 1.20 dB @ 12 dB Noise Figure, Full Band, typical 1.50 dB @ 12 dB Output IP3, minimum 22 dBm @ 12 dB Return Loss, minimum 18 dB Insertion Loss, Bypass Mode, typical 2.00 dB Return Loss, Bypass Mode, typical 18 dB Group Delay Variation, maximum 50 ns @ 5.00 MHz Total Group Delay, maximum 150 ns Electrical Specifications Tx (Downlink) Bandwidth 60.00 MHz Insertion loss, maximum 0.70 dB License Band PCS Frequency Band 1930 - 1990 MHz Return Loss, minimum 18 dB 3rd Order IMO -107 dBm 3rd Order IMD Test Method Two +43 dBm carriers Input Power, RMS, maximum 300 W Input Power, PEP, maximum 3000 W Group Delay Variation, maximum 15 ns @ 5.00 MHz Total Group Delay, maximum 50 ns Electrical Specifications 2 Tx (Downlink) Insertion Loss, maximum Frequency Band Return Loss, minimum Input Power, RMS, maximum Input Power, PEP, maximum Group Delay Variation, maximum Total Group Delay, maximum 0,30 dB 698 - 894 MHz 18 dB 500 W 5000 W 6 ns @ 5.00 MHz 7 ns 012014 CommScope, Inc. All rights reserved. All trademarks identified by ®or rM ore registered irodemorks, respectively, of CommSrope. All specificotions ole subject to chonge without notico. See www.commscope.com for the most current Informollon. Revised: August 22, 2013 pope 1 of 4 October 1, 2014 POWERWAVE Tower Mounted Amplifiers TT19-08BP111-001 TMA Twin 1900 with 850 Bypass 12 dB AISG 1.1 ELECTRICAL SPECIFICATIONS' UL Frequency Range (MHz) UL Rejection UL Gain (dB) UL Return loss UL Noise Figure UL Output 3rd Order Intercept Point (dBm) UL Bypass Loss (dB) UL Max Input Power (dBm) 01 Frequency Range (MHz) DL Return Loss DL Insertion Loss (dB) Intermodulation Input Voltage (V) Alarm Functionality Power Consumption Power Handling, RMS AISG Compatibility 1850-1910 with 824-894 bypass >77 dB 12 >18 >1.7 dB, Typical >+23 2.5. Typical .14 dBm 1930-1990 with 824-894 bypass >18 850 MHz, <0.3; 1900 MHz, <0.5 ® 2 0.43 dBm TX canters, In receive band, <160 413c, refrered to antenna port AISG Made: 10-30; Current alarm mode: 8 -17 AISG compatible or In case of no AISG command received, current alarm mode 170-190 mA <1.1W @12V 850:>57 dBm; 1900:>55 dBnl AISG 1.) lolly up roadebla l0 AISG 2.0 (AISG version only dependent on loaded SW version) TT19-08BP112- 001 has 1)15 y 2.0 loaded from laclory MECHANICAL SPECIFICATIONS' Dimensions HOWoD mm(ft) Weight (lbs) Colors RF Connectors Mounting Kit 25001690137 mm (9.9'x6.7 -x5.4') >16 OB white (NCS 1502-R) DIN 7/16 female, long neck Mounting kit for pole and wall is included ENVIRONMENTAL SPECIFICATIONS' Temperature Range Operational Transportation Storage Lightning Protection Housing MTBF Ingress Protection -40' C 10+65' C (-40' F 10.149' F) ETS 300 019-1-4 ETS 300 019-1-2 ETS 300 019.1.1 3 kA 10/350 Lis; 20 kA (Shield) Aluminum >1 million hours per TMA IP65 and IP68 APPROVALS AND TESTS' Safety EMC EN60950 3GPP: TS 25.113 CJMMSCPE® PRELIMINARY Andrew® Solutions WCS Twin TMA with 700-850 Bypass WCS 2300 MHz Tower Mounted Amplifier Shared Feeder, with 698-894 MHz Bypass and AISG By improving uplink performance, the TMA ensures optimum coverage of fringe areas, weak spots, and indoor locations. Better signal-to-noise ratio enables higher order modulation schemes and Increased data throughput. The unit is easy to install and supports a variety of mounting scenarios. Improved sensitivity — extending network reach and reducing connection failures; Enhanced signal quality — boosts capacity and delivers a richer user experience; Lower user equipment output — reducing Interference and prolonging battery life; The WCS twin TMA with 700-850 bypass includes pole mounting hardware. It can be wall mounted with user -provided fasteners. • Supply and control via either BTS port • Alarming and control by AISG interface only • RET antenna port with overcurrent protection • Fallsafe LNA bypass • S-DARS Interference rejection • Field upgradeable firmware • Also available in quad configuration 1 POwEIl F.D aY ANDREW. ) WCS Twin TMA with 700-850 Bypass Electrical UPLINK Frequency range, MM. .......... ._ 2305-2315 Rejection - 2324-2341 MHz, dBc.... 20 Gain, d8_.....__..._............................._.........._1311 Noise figure, mldband, d0 1.615p Noise figure, full band, de .. 2.4 mak Return loss, d0 18 min, 22typ Insertion loss - bypass mode, dB . 3.D max Input IP3, Me 412 min DOWNLINK Frequency range, MHz............................................2350-2360 Return loss, dB.......................................................20 min, 24typ IMO @ antenna port (2 k 443 dem), dam ............... -112 max Input power rating - RMS, W 200 Input power rating - PEP. W 3000 700-850 BYPASS Frequency range, MHz 698-894 Insertion lass, da 0.2 mak Refection - 2305-2360 MVR, d8._ ....... _........ ...._., 60 min IMO @ antenna port (2 x 443 dem), dBm ...............-112 max Input power rating - RMS, W., 200 Input power rating - PEP, W ....... _ 3000 0150 POWER Supply voltage, VDC................_....__..........._....._ 7-30 Operating voltage range-AISG, VDC...._......._...-..10-30 Power consumption, W 3.2 lyp Mechanical Dimensions, mm (In) 1700170000 16.7 x 10.6 k 2.0) Weight, kg (16) 4.0 (8.8) Finish.................._...................._.._Gray paint Connectors, RF 7-16 DIN female Connector, AISG IEC 60130-9 Ground terminal diameter, mm (In) 6 (0.25) Environmental Operating temperature range, •C PRELIMINARY: -40 to d65 Ingress protection IP67 Lightning protection 10 kA, 8/20 ps Block Diagram 110194 ince W850100 00.041642 WCs 4RTI 2120 outline (mm) 2120 270 4 0361 Ordering Information: SPECIFY MODEL NUMBER TO ORDER TMA WITH OPTIONS AS SHOWN Model Number Part Number Description TMAT23B78-216 Itb.d.) Twin TMA WITS/700 350 Bypass A150 IMF COMMSCcI PE0 170 Www.commscope.com 0400414600(22.2 (01/14/2014). Volt our Web site or contest your local ComsnScope represcnlal,oe for more Information 9 2014 ae 4ademahs klen,Itkd ty• Ica "lox 1stes 104044lndtmuas or viduu,OI.sea pxnaely, el [•mmieone, ar. Mix docuovnt b fix p.neq purposes only ane b not 140444 to m44 or4.804.e4my meWanbns m mnantlm re4nnr to rumnem2n n0400/ w leMtts. PROJECT INFORMATION PROJECT DFSCRIPTION; AT&T PROPOSES TO MOOI5 AN EXISTING UNMANNED 102001 3U5504TION5 FACILITY BY REMOVING (3) EXISTING TowER, ANTENNAS 24501 PER 5 PROPOSES 10 INSTALIND MONOL R. UNPANEL ITS 240 (1) PER SUPPRESSIONON AN UNR MOUNTED ON ANNG 156.-11" AGL UTTEE EA5DN0 H -F A E AND (1) NEW OF EQUIPMENT CABINET WRMN AN EXITING FENCED EOUIPMENT AREA ,PPI (CANT. AT&T MDOILIIY RTC BUILDING 3 ETt E )2ND WAIT REDVDND. WA 90052 CODE INFORMATION; ONING CLASSIFICATION: NR/H BUILDNC CODE: 2012 IBC CONSTRUCTION TYPE: 110 CY: OCCUPAN- JURISOCTON: CITY OFWM. CURRENT USE UNMANNED MELON FACIUIY PROPOSED 150. WARNED TELECOM FACILITY SITE I ()DATION. (RASFO ON NAD 8311 4TTHDE: ar 30 23.5' N (4).5065) LONGTIME: 122 1)' 50.4' W (1222995) TOP OF SIRUCOURE AGE 151Y -6 - BASE of STRUCTURE AM5U 16.251' PARCEL NUMBFR(S)' 0423049130 C N RAG INFORMATION 1. PARKINREOUREIAENTS ARE UNCHANGED. 2. TRAFFIC I5 41153[CIED. pROPFRO(& TOWFR OWNFR' CITY OF SEATTLE SEATTLE CRY LIGHT REAL 6101E SERVICES 700 STH AVE, SURE SEATTLE WA 9410 1000 CONTACT: DOUG HABERMAN Plt (200) 733-9155 SEATTLE CITY ULM LOWER: SCL PN/ 200404-4-601, TRANSMISSION TOWER / 0U 0/34 pROJFCT I FAD. RESTORER COMMUNICATIONS 7525 SE 2404 STREET. 51111E 500 MERCER ISLAND, WA CONTACT ANGIE PRETTY PN: (425) 941-5941 PACIFICA .0 COM SER Cq LLC SSEATTE.. FA oo h65UTE 210 CONTACT, JOSH ROBERTS PM (206) 342-8503 CONSTRIICTION MANAOFR' RESTORER COMMNACATIDIS 7525 5E 24TH 51RE6 MERCER 101AND. RA CONTACT: STEVEN EVERSON P0 (425) 301-4633 PROJECT TEAM PR0.ECT ARCHITECT PACMAS R. HOLLAND, AA IFIC TELECOM 5E6C6. LLC 5050OEC ND AVE WA 10005) 210 CONTACT: LLCM. NESGOW H: (206) 342-8303 EMAIL,: 2VESCOM9RSWACON PROJECT OONN0 1L TI ANT RESTORER CONNUNICA5ONS 7MERCER SLAND.4111 01., 98046QU at&t mobility ROXBURY WA158 10710 WEST MARGINAL WAY S TUKWILA, WA 98168 VICINITY MAP DRIVING DIRECTIONS CART FROM AT&T RFOON, lPf5F TRFOMONO WAD 144 FT 203 FT 0.3 W 0.3 MI 5.0 MI 0.2 MI 14.5 l 0.4 LAI 1.0 AO 0.4 MI 1.0 14 0.7 I 02 MI I. HEAD EAST ON NE 7200 WAY TOWARD 164)N AVE NE 2 TAKE THE 1ST REM ONTO 16411 AVE NE 5. TURN RIGHT OND BEAR CREEK PKWY 4. TURN LEFT ONTO LEAKY WAY NE 5. TARE THE MAP ONTO WA -520 W 6. TRE TIE INTERSTATE 403 5 ENO TOWARD RENTON T. MERGE ONTO 1-405 S B. TARE THE INTERSTATE 5 N EXIT IOWARO SEATTLE 9. MERGE ONTO 1-5 N 10. TAKE EXT 156 FOR WASHINGTON 099 N MIAMI TUKWILA 11. NEEP LER TO CONTINUE ON 50-599 N 12. CONTINUE 000 WA -99 N TAKE13. THE HE1 OUTW MARGINAL GINAL PL 14 TUSOUTH R ONTO 27TH AVE 5 APPROVAL DATE SIGNATURE APPROVAL DATE 5(01MNRE RF EKONEE0: LANDLORD: RF MANAGER: SITE ACOUIS DN: OPPS NAIMOER: 20NING AGENT 005511 MANAGER: PROJECT MANAGER 2)58 MANAGER: CON5TN MANAGE*: TUNSPURD EQUIP ENGINEER COMPLIANCE REAMERS .ALL CLEARLY PULE INITIALS ADJACENT TO FACT REDLINE NOR AS DRAWINGS ARE BEN. REVIEWED DRAWING INDEX SHEET (DESCRIPTION C -I G-2 A-2 A-3 A-3 RF -1 RF -2 E-1 E-2 1111E SHEET GENERAL NOTES GENERAL LANES a SYMBOLS SITE RAN EXISTING & PROPOSED EQUIPMENT PLAN EXISTING t PROPOSED ANTENNA PIAN COSTING t PROPOSED SOUTHEAST ELEVATION EQUIPMENT t CONSTRUCTION DETAILS ANTENNA C0NIICURAl10NS OF a EGMIMENT DET4LS SCHEMA= GROUNDING PLAN GROUNDING DETAILS PROPRIETARY INFORMATION THE IN1041010N CONT0N60 N TMS SET OF CONSTRUCTOR 00CUMENS I5 PROPRIETARY 611 NATURE ANY USE 0R DISCLOSURE OTHER DON THAT WNCH RELATES 10 CARRIDR SERVICES IS STREILY PROH01150. FINAL CONSTRUCTION DRAWINGS 00-09-2014 KEDS 02.(1 03/10/2014 LEGAL DESCRIPTION OF 5 TRANS LN R/50 OVER CL 4 t 6 TCW SE 1/4 LESS 5T RMT 1C.1 250 FT 6/1Y OVER TRACT 55 OF MOORES RE TRACTS a VAC C MEC. RD LESS ST HWY ABBREVIATIONS A/C AGL APPROX BLDG B. CLC CLR CPU GONG CONST COM DBL Dm DMC D0 DET DWG EA EEC EXf5)01 PEOUI RUDR FTA FRP AR CONDITIONING GC CENEIML COMPACTOR .ABOVE GROUND LEVEL 0P5 0.0001 POSITIONING SYSTEM APPROXIMATELY GRID GROUND IMRE HORIZONTAL HR HOUR HT HEIGHT MVAC HEATING VENTILATION AR CONDRDNRD BLttO9D BLOOGNG COUNC CLEAR COAXIAL CABLE CONCRETE CONSTRUCTION 0 INSIDE OMMEIER CONTINUOUS IN WLN INN DEORMAT0X 0001 INSMATION WT INTERIOR BC INTERNATIONAL EWILDNG CODE DOUBLE O20ETER DOM NAL DETAIL PRANK EACH ELEVATION ELECTRICAL EOUIPICOLLA UTERI NT EXTFAIOP RN6X FLUORESCENT FLOOR FOOT FIBER-FawolaCED POLYMER CA GAUGE GALV GALVANISED LBS LMECA LT MAX NEON MG MGR wN SC NA NIG 00 POUNDS LOCATION MEASUREMENT UNIT LONG TERM EVOWIION NAMUR MECHANICAL METAL MNUFACTURER MANAGER NAGER DIM A. MISCELLANEOUS NOT APPUCABIE NOT IT NOT TO SCALE OUTSIDE ON CENTER PLYING PROP PROP Pr REO RF RM RO R. RRU PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED OVOID FREQUENCY ROUGH OPENING REMOTE RADIO HEAD REMOTE RADIO UNIT SILT SHEET MA SIMILAR SPEC SPECIFICATION SF SQUARE FOOT 55 STAINLESS STEEL m STEEL STRICT STRUCTURAL STD STANDARD SISP SUSPENDED TNRU THROUGH TMA TOWER MOUNTED AMPURIT IMO DINED TYP TYPICAL LINO UNLESS NOTED OTHERWISE 61, 05005)001 Flap W/ WITH IYMOUT WP WATER PROOF TICE INFORMATION CONTAINED W 1105 SET OF CONSTRUCTION 000500015 S PROPRIETARY BY NATURE ANT 45E 0R DISCLOSURE OTHER THAN TMT WHEN RELATES TO CARRIER SERVICE 6 51RCRY PROHIBITED. at&t mobility Man wERr COMMUNICATIONS REVISIONS (ME W W1I ISSUED 1.011 PCD REVIEW RW14 ISSUED FCC REVIEW Ke NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TILE SHEET SHEET NUMBER T-1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND 001WONO WRIER OF ANY ERRORS. 010.SSIONS, OR INWI66TENCIES AS TILT MAY BE 04500lEREO N PWS. 000UMENT5. NOTES, OR SPE0RU10N5, PRIOR O STARHNG CONSTRUCTION INCLUDING. BUT NOT UNITED BY. DMOUITON. THE CONTRACTORINCONSISTENCY AMER OOS0E STARTS OFFOR UUCTOR WIXCRN2NW 01,, 0M65B� BROUGHT TO THE MENTON OF ARCHITECT AND NETWORK CARTER NO CONSTRUCTION PROJECT MAN.. AM S1µ1 INCUR ANY EXPENSES 0 RECT. 11¢ 51NATON. ME MEANS 179 CORRECTING ANY ERROR SHALL TR5T BE APPROVED BT ARCHITECT AND NETWORK WRIER CONSTRUCTOR PROJECT MANAGER. PRIOR 10 OF 2 JOB SITE TO THE RRW0180 EUBMISSION 1HEM5ELYES WITH ALL CONDITCONTTNCTORS IONS KWTHE E PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF COISLRUCTON AND ME ORMACIOR HAVING EM AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTOR SITE NTH THE CONSTRUCTION/CONTRACT DOCUMENTS O VERIFY HELD COMMONS AND CONTRN HNT THE PROJECT WILL BE ACCOMPLISHED 05 SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION. 5CREPANCIES SMALL BE BROUGHT TO THE ATTENTION OF THE ARCHTER/MONEER VERBALLY .0 N WRIT.. 3. THE AEH0ECTS/EN000ER5 HAVE MADE EVERY ENTOE 10 SET FORM IN THE COMRACIORSN 08(40 TB 300MENTS THE COMP.. MOPE OF WORN. NEVERTHELESS CAN1KKIE0 TINT MINOR 011(50(000 OR ERRORS N ENE DRAWINGS AND OR 5PE000ATO. NLL SNOT TR MID D CONTRACTOR OM COMPLETING ME PROJECT AND IMPROVEMENTS N ACCORDANCE WITH THE NETWORK CARRIER PROJECT SCOPE AND ME INTENT OF THESE DOCUMENTS THE IDDM SHELL REAR THE RESPONSIBILITY OF MEP. ON WRTR30) THE ARCHRECT/ENANEER OF AM CONFLICTS, ERRORS, OR IONS PRIOR TO S0 01101 OF CONTRACTORS PROPOSAL N THE THE EVENT NOF DISCREPANCIES E CONTRACTOR SHALL PRICE THE MORE DOSTT OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE I. DRAWINGS NOT TO ON SCALED 000100 SENSS TAKE 00 FROM ULTPRECEDENCE OVER SCALES SHOWN ON PUNS 5. OWNER. CONFIRM R, M0D TN. WEER P00001 NTAIIVE SHALL REVIEW AND PROJECT SCOPE, EN MEM AND 1J11L11Y CO RDINAT N RMS ARE NCLUDED N THE DRAWINGS AND SPECIFICATIONS POOR TO THE START OF CONSTRUCTION. B. THE CONTRACTOR SHELL RECEIVE HARMER 011114001UT08 FROM NETWORK CANR00DORAMBSTENTATIVE EN NOT 10 900 DEFINED gY WITH 404610UCT05 PRIOR 10 STARTING WORK THE CONSTRUCT1DN DRAMNCS/CONTRACT DOCUMENTS ME CONTRACTOR SHALL PERFORM WORN DURING OWNER'S PREFERRED HOURS TO AVOID OISORBING NORMAL BUAME 5 OR TENANTS B. THE CONTRACTOR SHALT PRONE NETWORK WRIER PROPER 015...CE COMP.10 NAW. NE.. INNER AS ADDITIONAL INSURED. AND PROVIDE NETWORK CARRIER PROOF O UCENSE(5) INCLUDING PE Q PO INSURANCE 9. TME COR S./5E ADIRECT PROJECT DBGRIB0 CONTRACTITIE . DOCUMENTS. (00 M THE CONSTRUCTOR MEANS. METHODS, IECNN 0, S OLENRESPONSIBLE CE5. 014 0R ALL OR COORDINATING ALL MRN PORNS OF ME WOMOM ME CONTRACT ES 0. THE COMPACTOR SHALL INSTALL 111 EQUIPMENT AND MAT0MLS 200010NC O MONUFACORER'S ND0R5 SPECIFICATIONS UNLESS NOTED 011ERW100 0R WHERE LOCAL CODES OR ORDINANCES TA11E PRECEDENCE. E PROJECT µDNC 11111 ALL INTERNS INSTALLED. SHALL COMPLY 041* ORDINANCE. TRACCORWCE WITH ALL APPLICABLE CODES. EG00. 500. ANO ORDINANCES. CONTRACTOR SHALL LIKEWISE ISSUE NOME 10 ALL 04B-CONOACTONS THAT THEY ON.1000 COMPLY W M ALL CAMS, ORDINANCES, RULES, REGUU110N5 AND LAWFUL ORDERS OF AM POLO AUTHORITYCODES B.T(M NGON E PERFORMANCE OF THE WORN. UTUTT COMPANY AND JUR601CT0NAL 12. A COPY O THE GOVERNING AGENCY ISSUED AM APPROVED PUNS SHALL BE REPT IN A PACE SPECIFIED BY THE FAVERNIM AGENCY, AN0 BY UW. NMI. BE AVAILABLE AT THE JOB 5E FOR INSPECTION AT ALL TARES. THE ONO./ PERMIT SET PMNS ARE NOT TO BE LIEN. ALL CONSTRUCTOE E5 SHALL. M[ VT THE K SINW E INFORT00 *0 6OVERM0 WILY APPROVED PULAR THETOR STALL ALSO MAIN 5C OF NS PUIN 0005 CONDITION. COM00110 PIE0E WITH ALL REVISIONS. ADOMU, AND CHAME ORDERS ON THE PREMISES AT ALL TIES E ERECT WE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY MC TE NETWORK RARER PROJECTCONSTRUCTION AIL REVISIONS, ADDENDA AND/OR C.NCE ORDERS AT THE CONCLUSION OF THE WORK ASA PAIR OF THE AS -BUILT DRAWING RECORDS. 13. THE STRUCTURAL COOREN5 OF AOACEM CONSTRUCTOR OR MUTES ARE MT TO BE ALTERED BT M5 CONSTRUCTION PROJECT UNIOS .TED °M.N. Il. ME CONTRACTOR SHELL 500Y THE STRUCTURAL FIECTR1CAl, *4FOHENCAL AM PLUMBING PLANS .0 CROSS CHECK THEIR DETAILS. NOTES. 0MMSONS, AND ALL REQUIREMENTS PRIOR TO THE START OF AM WORN. NOTIFY ME ARCHITECT OF AM DISCREPANCIES. 15. THE CONTRACTOR SHAM BE RESPOEIBIE FOR THE COMPLETE SECTARY OF THE JOB SITE WHILE WORE 6 N PROGRESS UNTIL THE J00 6 COMPLETE IS. ME CONTRACTOR HAS ME RESPONSIBILITY OF LDCAMIG ALL EOSINS 000006 SHOWN OR NOT SHOWN DN ME PIANS, ALONG MM PROTECTING MEM FROM DAMAGE. THE CONTPAC100 000 SUBCONTRACTOR SHALL BEM THE EKPINSES OF REPAIR ANO/OR REPACEEM OF WOMB OR MER PROPERTY OANAGE RESULTING FROM OPERATIONS 01 CONJUNCTION MM INE EIEWTION OF ME WORK. 11. LL EXISTING CONSTRUCTION, EQUINE., AND MASHES NOTED TO BE REMOVED SHALL BECOME ME PROPERTY DF ME CONTRACTOR AND WILL E RMUVEO FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED 0 0E RETURNED O THE OWNER. 8. PROPERTY NOTED TO BE REMOVED E ME OWNER. 10. TG0OVERXNG AGENCIES, CCOE AUTRIIT. AND BYROM INSPECTORS 5411 PROVIDE MOAN STANW05 FOR CONSTRU.100 0CXMOUR MATTMLS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS *30/00 PUBLISHED MANUFACTURERS 00001PIUTON5 MEETING OR MEMO. DBION 0000(1EMENS 5100. BE 0500 FOR INSTALLATION. 19. WHEN ROOF TOP OR OP FLOOR OECN TEMPORARY STAGING 6 E0URE0, MATERIALS MALL E EVERT 0001000100 OVER ROUGH FRAMED FLOORS OR ROOFS 50 A5 I400 O EXCEED THE 003010ED LIVE LOADS FOR THE STRUCTURE TEMPORARY SHORNC AND/0R BRACING 3 TO E PROVIDED WERE THE STRUCTURE DOESN'T HAVE THE ENSIGN STITMCIN FOR A00O01ML LOADING. 20. EAL ALL PENETRATORS MMIN FIRE -RATED AREAS MTH U.L L6100 OR TRE MARSHALL APPROVED MMpt015 IF MPUCA E O THE SUBJECT FACUIT AND OR PROTECT UTE 21 PRI RIRTOIAN1 60000* 05URBANCE 00061 UCION. 802 A00 011000 901CLT EFFORT AS INMATE, BY THC UNERRING AGENCY. 22. CONTRACTOR TO PROVIDE A PORTABLE FRE EXTINGUISHER 01(09 A RAT. OF NOT LESS THAN 2-0 OR 2-01000 WN1NH 15 FEET 'REVEL DISTANCE 10 ALL PORTIONS OF PROJECT AREA CURING CONSTRUCTOR. 23. CONTRACTOR NULL MANE NECESSARY PROVISIONS O PROTECT DIMING IMPROVEMENTS. EASMENI5, PAVING, CURBING, LURING CONSTRUCTOR. UPON COMPLETION OF WORK. CONTRACTOR SHELL REPAIR ANY DAMAGE DMT MAT HAVE OCCURRED DUE 10 CONSTRUCTOR ON OR ADJACENT 10 TRE PROPERTY. 24. CONTRACTOR SWILL KEEP GENERAL WORK AREA CLEAN AND HA2ARD TREE DURING CONSTIMMON ORFORD. OF ALL OOT, MAINS, ANO RUBBISH. CONTRACTOR SHALL REMOVE AS REI.NINPROPERTY OR PREIA56. STENS MENT 5HEEOUIELL EN 1DT 0910 1N CCHLEN COMMONAND THE FROM PANT SPOTS. OUST, OR ST00GES OF ANY NATURE 25, NEW CONSTRUCTION 1X5101100 ADACEM MISTING BURDNGS OR 801611UCTON SMALL ARCHITECTURALLY IRON THE EX60AG 01 TERMS OF COLOR. TEXTURE 00100 MATERIALS, ETC., EXCEPT AS NOTED N THE PUNS AND SPECNOATONS. 20. THE CONTRACTOR S 04.1 WCESMRT MPROVIDE WER ANCRO.GEOEV000 W REED FOR THF 115TAW1100 OF WORE./OR INCANNICAL COWMAN000140PWMBING, HARDWARE ANO FINISH TEM. TO INSURE A PROPER AND CODE COMPLIANT INSTALLATION. 2>, RESPONSIBLE THE CONTRACTOR 3 MAT ARE CONSTRUCTED LEVEL 00 EVENLY AAUGNEOMTRS . PLUMB AND UEBASED ON 110 CONSTRUCTOR OWINGS. THE CONTRACTOR SALT COMPARE EXISTING CONDITIONS MRH THE PROPOSED DESIGN PRIOR 10 CONSTRUCTOR AND REPORT AM DISCREPANCIES OR INCONSISTENCIES TO THE NETWORK CARRIER'S REPRESENTATIVE AND FLIRTHFR O THE ARE SUCH 1181 ME NEW INSTALLATION WILL UM. E LEVEL ERECT, EVENLY ALIGNED, PLUMB AND TRUE ARCHITECT AND NOVORK GARNER SHALL BE MORED OF ANT ERRORS. PASSIONS, 0R INCONSISTENCIES PRIOR O AM CONSTRUCTOR. 20. 1NE CONTRACTOR 6 O PROVEN PROTECTION PER 0OI01NIM PROPERTIES FROM PHYSICAL HASH, NESE OUST, DWT, AND FIRE AS REQUIRED BY THE GOVERNNC AGENCIES. E. MORE SPECTRE°. MATERMS TFSTNG SHELL BE OTE LATEST STANDARDS RESPONSIBLE OR C[OROI. OR REVISIONS AMIABLE AS RESIULTS.RT THE GOVERNING AGENCY 30. THE 1 001 STORE 6 RE1000 MATERIALS OR THE STORAGE E ALL WTERMIS ANO SHALL NOT STORE OR STAGE MATERIALS ON PUBLIC PROPERTY T A PERMIT O 00 SO FROME TGOVERNING AGENCIES FOR THIS PURPOSE 31. GMER01 NOTES IND STANDARD DETMLS ARE THE MNIMUM 000120MENI5 O BE 0000 N OIL COM1D0N5 0001205 ILLUSTRATED TURD NOTED OME NIDE 32. TRADES IMOLV0 IN THE PROJECT SHALL 00PONSIBLE FCMOR OWN 0011108. 001130, PATCHING, EO., 50 AN 0:09,19L, REPARED 000 BTRE WORK OF MER TRADES. 33. ALL DED00 AM REFUSE SHALL BE REMOVED FROM TE PROJECT PRID505 AND Lill N A CLEAN SWEPT COMMON AT ALL TIKES BY EACH TRADE AS THEY PERFORM TIMER 02114 PORTON OF THE WORN. 34. REMORA CARDER DOES NOT GUARANTEE AM PRODUCTS. MUM, AND/OR ANY EWPNENT NAMED BY A TRADE DR MANUFACTURER. GUARANTEE OR WARRANTY TINT IAT BE IN EFFECT 600E THROUGH ME COMPANY OA 113135 SPECIFIC PROVWM THE PRODUCT. PROVIDED ANO/OR EDWMEM UNLESS SPECIFIC 0108/0108 10 IS ALSO PROVIDED E THE CONTACTOR/SUBCOMRACOR IN WRITTEN FORK 35. CANON CLL BEFORE YOU 0O1 BUN. MM. EXIST N THE ARU AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. C.RAC1 lE ONE -CALL UNITY LOCATE SERVICE A MINIM. OF 45 HORS PRIOR TO CONSTRUCTOR 3111. WHEN APPUUBLE, CONTRACTOR IS RESPONBLF O CALL COORDINATE AND MANE MPJ10MENIS FOR R.O.W. AN0/014 PRIVATE PROPER', LOCATES BASO ON SPE0T0 STEN RECUITMENTS. 37, SCC ON OR.. FOR .0.01. STTE INFOR 11014 AS APPLICABLE. 30. CONTRALTO5 O 000.MEM ALL WORK P0FORMED W.4 PHOTOGRAPHS AND SUBYB TO NETWORK CARTER'S REPRESENTATIVE ALONG CORN REDLNED LMSTRUCTI. SET. 39. CONTRACTOR SHALL 0000MEM ALL CHANCES MADE IN THE FIELD BY SNAKING UP TIE REDLINE° ALONG 1 11 PTHE F TOGRVED APHS PER NETWORK TET ACCARRIEERB REQUIR MEMS. 40. CONTRACTOR S.U. COORDINATE AND SEEK APPROVAL OF ALL POWER DREW, INSTALLATION IND/OR *4006101035 WRN OWER COMPAM. OWNER AND JURISDICTION AS REQUIRED. CONTRACT. SOUL DEPORT POWER 1NS7A0ATON SOW110N(5) l0 NETWORK CARRIFA REPRESENTATIVE, PROJECT CONSTRUCTOR MANAGER AND ARCHITECT. ll. NETWORK RAPER CONSTRUCTOR AND/OR CWIPEM. MOST BE APPROVED BY R. 42. THE CONTRACTOR SMALL 8E RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFEROR, ANO/017 (ER 16.1.1.3. DAMAGED 00005. AM/00 FAULTY WORKMANSHIP FOR ONE (1) YE. AFTER THE PROJECT IS COMPLETE ACCEPTING UNDER THIS CONTRACT R MEER THE OWNER AM THE CONTRACTOR. EXCEPTION 111E 8000106 SU9CGNTRACTDIR SWI. FURNISH A LMINIMANCE AGREEMENT FOR ALL WORN DONE COSIGNED BY THE CONTRACTOR, TO M.WTNN INE ND STAMRMRING IN A ER THE UTE OF 50001AN., 0ITION 0UPLE110N0OF 09 010 NINE , UNLESS OTHERWISE WNREN IN THE CONTRACT BETWEEN TOWNAND THE CONTRACTOR. E ER 43. ME CONTRACTOR SHALL PROVIDE ADEQUATE 000100TOR FOR THE SAFELY OF THE OWNER'S EMPLOYEES, WORKMEN. AND ALL 106 DINING TETE CONSTRUCT. OF THE PROJECT. 03. THE CONTRACTOR SHELL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/0R FEES BRIT RESPECT TO THE WORN 10 COMPLETE THE PROJECT. BUILDING PERMIT APPUCATONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE CONTIMCTM 5HA1 OBTAIN PERIM (UNLESS MER FMIGLNENR HAVE BEEN MADE) AHD RARE FINK PAYMENT FOR SAID ODOUMEM(5). l3. NETWBRN CARRIER'S RF RESENTATNE SHALL RAIU AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. NETWORK REPRESENTATIVE PROJECT APPROVAL OFA SEPARATE RM SHALL NM INCLUDE APPROVAL CP AN ASSEMBLY IN WHICH ERE REM RTCDONS. 45. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES O BE PROVIDED BY NETWORK CARRIER. 47, 003104COR 5Hµ1 PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AN0 O PROTECT EXISTING GROUND SURFACE FROM HEAT 0001945/ MUSED DURING CONSTRUCTOR. M. CONTRACTOR SHALL PATEN AND REPAIR ALL GROTTO SURFACES WIMN TRE CUCTIN AREA AS NECMSART TO MAINN D10040 SURFACE DRAINAGE SLOPESOE A UNRTMM SUBFILE AND 49, CONTACTOR SHALL REPLACE DIST. LANDSCAPE VEGETATION DAMAGED DUE TO CONSTRUCT.. ACINRWS, AHD REPAIR, RESTORE ANO MOOIFY COSTING MCAT. UN. 19 RECESSUIY TO OPERATING CONDITION. PROVIDING FULL COVERAGE O SIPA... ARDS. 50. N THE CASE OF ROOFTOP SOLUTIONS OR EQUIPMENT 200/00 AMFNNA fINAIES METE PENETRATION OF CONTRACTOR 5.-1. COORDINATE NIM BUILDING OWNER O 0016NM. ROOTING MATERIALSC URCOMACT INFORMATION AND UTILIZE THE EXISTING R00MI0 CONIRACOR O RECORD FOR INSTALLATION. PATCH, REPAIR OR AM AV./ORATOR TO THE ROOF, AND HAVING ME WORK GUARANTEED UNDER THE ROOFING COMMCOR'S DOSING WARRANTY ENSURING 1005 MISORE 9001061103. 51. N THE USE OF ROOFTOP SOLUTIONS NTH THE INSTALIATON OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS CONTRACTOR SHALL COOR0 06U WITH 1110 FRP DESGNE ICAOR O ENSURE THAT THE FINN OP SHROUD 6 SIMATNG ( APPEARANCE) EXISTING EMEWOR BUILDING FACADE 000 00LS, 50 00 ES, AND COLORS. THE CONTRACTOR 5811. FURTHERMORE INSURE ME USE OF COUNTERS. OR MATHEW FASTENERS N ALL FRP CONSTRUCTOR. WHEN 09008 0035005 ARE PROVED. THE CONTRACTOR SHALL ENSURE TMT FINAL CONSTRUCTION REPRESENTS WNAI 15 TOUTED N N OTOSIMUUTON SHOP °PARTINGS SCALL E PROVIDED TO THE COMPACTOR CONSTRUCTION COORDINATOR. AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 32 TN THE UE OF RDOITOP 5OLNONS FOR EQUIPMENT MIO/0R AMER. FRALRS WHERE MORON10 TO AN cosmic CONCRETE ROOF STAB 6 0(00200, CONTRACTORS SHALL CONHRM (PRIOR O 0 SUBNORBID) WITH CONSULTING CONSTRUCTOR COORDINATOR 1130 ARCHITECT ME PRESENa OF POST TENSION TENDONS 61110 E ROE SLAB RBULING FROM AN UNDOCUMENTED DESIGN CHASM IN THE MOO BELNNC 'AS -9011 DRAM. 5Ff HAVNG INDICATED AORROOEM.AL OESSOL.. OF REINFORCED CONCRETE W/ EINEM. STEM ONN ME EVENT POST 1EN51004 SLAB SOLUTION IS PRESENT. CONTRACTOR ASl L INCURIE NETRATON OVISIIORMSWMEO0E 61 0-0PO PRCCEDUR SES (INCLUDED IN BW) FOR 53. CONTRACTOR SHALL USE 5TAINLE50 STEEL METAL LOCKNC TES OR ALL WANG TE 004/05 AND ALL 01NER GENERAL TIE DOWNS (WHERE AGPLCABLE). PLASTIC DP TIS SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK WS. PROJECTS. ECOMMEMED NMWACTURE SHALL BE PANW0 CORP. METAL LOCKING TES MODEL NO. 141145 -CP UNDER SERIES -304 (0R MAL). PAN. PRODUCT DISTRIBUTED BY TRNRC. 54. CONTACTOR SHALL 00100 RENEW AND EXECUTE ALL NETWORK CARRIER CONSTRUCTION STANDARDS (400 RECENT REVISION) A5 A PAM OF THS NO AM CONSTRUCTION PROJECT. 55. CONTRACTOR SNAIL E RE5909001E TO SEF 010100. TILTS FOR NEWLY INSTALLED ANTENNAS UNDER THE CONDITION THAT THE CONTRACTOR OMAN THE MOST RECENT COPY OF TRE RF 111.0 IN00RMATON SUCH THAT THE ACCURATE CONTROLLER W BE ORDERED AND INSTALLED. 56. A STRUCTURAL ANALYSIS SHALL BE COMPLETED AND SUBMITTED TO THE NETWORK CARRIER REPRBENTATNE ANO CONTRACTOR DEMONSTRATING WAOIT AT ME EXACT LOCATION OF M STNC CONON°. TO SUSTAIN ADDITIONAL HEAVE BATTERY CABINETS OR OTHER OUT OF SCOPE MAMEM. 37. THE CONTRACTOR SHELL PROVIDE HATERN0 UST (BO4) 10 ME REMORK WRIER REPRESENTATIVE PRIOR 0 CONSTRUCTOR THE INFORMATION COMAHED IN THIS S0 OF CONSTRUCTOR DOCUMENTS IS PROPRIETARY BY N.LTURE AM USE OR DISCLOSURE OTHER TON THAT WHICH REUTB O WRIER SERVICB 6 STRIOLT PROHIRED. at&t mobility WEsToMER' COMMUNICATIONS 0.1rit CCCCC MUM.. L. REVISIONS PETE NOCRPNCM 111.1. 20300 03140 FOR MO REVIEW AT RANT TPU. FOR ICO ROAM NOT FEE CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G-1 O G EXISTING 0000 -LINK FENCE (TTP) 0ISTNG URITY ADJACENT ZONING USE: INDUSTRIAL ZONE: MICIH TUT 0423049186 0151110 ACCESS GATES EXISTING 155'-B• AGL SELF-SUPPORT LATTICE TONER /015,90 ASPHALT 045 • • • •' • • AT&T PROPOSES TO 110001' W COSMO IR&IAM 00 TEUD:04011ROClITp6 MARY BY 110100116 (0) MIDAS /110&464 (1 PEA SECTOR) AND ADDND (5) PASO. A 70004511 (2 PEA SECTOR) ON AN DOTING I00'-0• ACL( IATTCE TOWER AT&T 0) 7AL90 PROPOSES TO MINISURGE 51P96(ISRON V NOTED ON AN DOOM 14-0AAYE AND (I) 40 LIE MAVEN) CABNET RTMIN NI 00100 FOXED EOUIPYENT MEA. O TREES O�1 O O N.tN, ADJACENT ZONING USE : INDUSTRIAL ZONE: MICM SUBJECT ZONING USE: INDUSTRIAL ZONE: AAICM SCL TRANSMISSION TOWER ROW TLA 0423049130 822,899 SO. FT. (18.89 ACRES) 051100 URUTY 9065 (TN) DOST/NG CONCRETE CURB (ITP) LEn50Nc ASPHALT TRUE NORTH LEGEND SUBJECT BOUNDARY UNE TIMI -OF -WAY CENTERUHE 11011 OF WAY UNE ADJACENT BOUNDARY UNE SECTIONµ BREAKDOWN UNE — oro— way OVERHEAD PONE* UNE — Lisp—UCP—Lisp— BURIED POWER UNE Bu140 cos LINE oR— art OVERHEAD TELEPHONE UNE —400— 01-001— BUR20 TELEPHONE ONE — BURIED WATER LINE —ss—ss—ss— SEWER —ss—m—s0— STORM DRAINAGE DITCH LINE/FLOW UNE ROCK RETANNG wALL 0ECETATON LINE _A—F—— —[— CHIN LNK FENCE ❑ ❑ A ❑ 0000 FENCE - • — — [ — A — BARBED WIRE/WIRE FENCE TRANSFORMER ▪ FIRE HYDRANT • LKMT STANDARD N GATE vALYE POWER 000❑ • NATER METER ® UTILITY Box A FIRE STAND PIPE Q UTILFEI PoLE 0 CATCH BASIN, TYPE 1 — POLE 011* WIVE 0 CATCH BASIN. TYPE 0 mC.A5 VAINE • SIN O GAS METER • BOLLARD TQ TELEPHONE VAULT o MNL 000 O 15EPHONE RISER 03421 SPOT ELEVATION DISCLAIMER THESE DRAWN. WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY LINES. EASEMENTS. SETBACKS AND DIVING NS SHUL BE VERIFIED 00IOR DTO°5ART OFR CONSTRUCT .APPROXIMATE ..AND LEGAL DESCRIPTION. C CF S TRANS 1.14 ST HW TOW 250 FT 0 1 1154 /W OVER TRACT 55 OF 1003* FNE-ACRE TRACTS & VAC D FRAIEDER RD 1155 5T H'AY PARCEL NUMBER(5); 0423049130 ® ▪ CALL 'Liu evw[ 1'w sw• 1-.0-02.-37(3 - - RH[ VICINITY MAP 718 0423049189 24-66- SCALE: 1/15 - 1-0 55555X45, 11,11• SCALE 1/32• - 1'-0"Is 12 51'IEPLAN I 111E INFDRU11030 CONTAINED N 1115 SET OF CONSTRUCTOR DOCUMENTS 15 PROPRIETARY BY NATURE ANY USE OR DISCLOSURE DINER THAN THAT WN01 RELATES TO CARRIER SERv1ES 00 STRICTLY PROHIBITED. at&t mobility WcsTow- COMMUN/CAT/ONS REVISIONS *SAD ION PCP RANCTA NAND ISSUER FON IUD RERUN NOT FOR CON5IAUCTON UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PUN SHEET NUMBER A-1 DESIGN CRITERIA: 1. 1160E STRUCTURAL 061GN OF THIS PROJECT 4 IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2012 WITH WASHROOM STATE BUILDING CODE AMENDMENTS (2012 IBC) 2. DEIGN LOADS' DESIGN DATA FOR CITY OF TUKWILA WA 95155 -ROOF SNOW LOAD -*055 W1)0 SPEED -WIND EPOSURE -SEISMIC SONE 11/0 (NOT A ROOFTOP SOW11011) 110 MPH (PEA 2012 100) CONCRETE NOTES (WHEN APPLICABLE)• 1. CONCRETE SHALL BE DIKED, PROPORTIONED. CORIEYEDAND PLACED 04 ACCORDANCE WITH RC SECTION 1905, 09 AND ACI 301, N G 161100 PROCEDURES. CONCRETE SHALL ARAN • 20 -DAY STRENGTH OF 10.0500 PSI AND MM SHALL CONTAIN ROT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PRON.:MONET, TO PRODUCE A SLUMP OF 5' OR LES 2. ALL CONCRETE WIN SURFACE EXPOSED 10 STANDING WATER SHALL BE 011-ENTRAINEDWITH AN ALM R-ERANNG AGENT WNFORMNG 10 ASTM 0200, 0494, AND 015TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE 51141 BE IN ACCORDANCE WITH TABLE 1901.2.1 OF THE INTERNATIONAL BUILDING CODE EFOSED CONCRETE SHALL NAVE A COMPRESSIVE STRENGTH OF 2,500 PSL NO SPECIAL INSPECTION 5 REWIRED FOR 2.500 PSI INSTALLED SOLELY TO SATISFY EXPOSED CONCRETE REWIREMOMS. J REINFORCING STEEL SHALL CONFORM TO ASTA1 06IS (1001001X0 SUPPLEMENT 51), GRADE50, 14.60,00* 6151 WELDED WIRE FABRIC SNAIL CONFORM TO ASTM 0-195 REINFORCEMENT OWL BE PLAIN WORE CONFORMING TO ARTA 615. GRADE 60. 14.60,000 PSI. 1 8ECF0RC010 STEEL SHALL BE DETAILED (INCLINING LAWW NS ABENDS) N ACCORDANCE WITH AU 115-92 ARD 315-02 LAP ALL CONTINUOUS REINFORCEMENT FS AND SMALLER W BAR OAN 4005 OR 2'-0' MINIMUM PROVOS CORNER BARS AT ALL WALL AND MOTTOS NTER5ECTIONS LAP CORNER BARS /5 AND SWLLEA 10 BAR DAMETERS OR 2'-0' MINIMUM. LAPS OF URGER BARS SHALL BE MADE N ACCORDANCE WIN AU 318-02, CLASS 9 LAP AOYCON LATS 0F WELDED WIRE FABRIC A MINIMUM OF B' AT SIDE AND ENDS, 5. 110 BARS PARTIALLY FT/BEDDEDIN HARDENED CONCRETE SHALL BE FIELD BEM NLESS SPECIFICALLY 50 DETAILED OR APPROVED BY 111E STRUCTURAL ENGINEER CONCRETE P001901ON (COVER) FOR REINFORCING STEEL SNAIL BE AS FOLLOWS FIGS Ar OMER UNFORMED SURFACE GFT OOANST 0 PERAANEMLY EXPOSED FORMED SOerAC= EIPD5ED TO EARN OR WEATHER (/B BAR* OR 1ARGER)._61 FORMED 5081206 EPO5ED TO ETN OR WEATHER (/5 8165 W SMAUER)...1-1/3' COLUMN no OR SPIRALS AND BEAM 5RRRUP5._ 1-1/2' SLABS AND WALLS (INTER.* FACE). -GREATER 0r BAR MAMEIER PLUS I/O' OR 3/1' STRUCTURAL STEEL NOTES (WHEN APPLICABLE): 1. 0115101URAL 91ELL DES5N, 000 0 000 0 0, 3: CR[CR00 SNALL BE 17;01.7 ERNFR *150 -LTU, ASC 355. OR ISL -NESS AND SFGIDN 2205 INTERNATIONAL BUILDING 100E 2. A 0111E AEC -0860, 050 355, OR 050-1155 28 some 22052 OF THE WTI BMARGIT ILI NG CODE 000 ASC COOS IN 02 0001 CT ROCU FOR STEEL00101 10E 5 61 BRIDGES, OFF WENDED AS NOTED IN ME CONTRACT DOCUMENTS AND 8Y THE DELETION OF ON FOR Mt SPECIFICATION FOR SNUGTURIL JOINTS USING 25114 AJ25 OR M90 BOLTS. wioE FLANGE SHAPES SHALL CONFORM TO ASTM 0993. Ff.51 NS 0111E FOILED SHAPES INCLUDING PLATES SHIN. CONFORM TO ASTM E6, Fy-39 609. CFI. PIPE SHALE CONFORM TO ASTM A-53, TYPE EOR 5, GRADE B. 14.35 NS STRUCTURAL TIDING S5ALL CONFORM TO *SWM ASOO, GRADE B. Fy.I9154 CONNECTION BOLTS SHALL CONFORM TO ASTM A325 4. ALL WELDING SHALL BE w CONFORMANCE WITH 1400 AND AWS STANDARDS AND SHALL BE PERFORMED USING ENO KK ELECTRODES ONLY PRE GUAURED WELDS (AS DEFINED BY ARS) SHALL BE USED ALL COMPLETE JIM PENETRATION GROOVE WELDS SHALL BE MADE WIN A FILLER MATERIAL THAT WAS • MIHWUH CNN TOUGHNESS OF 20 FT -LBS AT -20 DECREES 1. AS DETERMINED BY AM CLASSIFICATION OR 1LANUFACTUR60 CERTBICATION. TOWER/POLE NOTES: (WHEN APPLICABLE) 1. VERIFICATION 0050 THE MONO APR/CABLE BOLDING, TOWER, POLE OR WATER TAN CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENURED/. 2. PROVIDE SUPPORTS FOR DIE ANOTDA COVE CABLES TO THE ELEVATOR OF ALL INIIAL AND FUTURE ANTENNAS. ANTED. COW CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE LERIEAS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. ABBREVIATED ROOF TOP SAFETY PROCEDURES (WHEN APPLICABLE): FALL PROTECTOR METHODS AND EWroNENT ROOF TOP INSTAUATONS 1. FOR WORN IS BEING PO/FORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE. TE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE co1STR 00oe WORKERS SAFETY MONITOR SHALL WARN CONSTRUCTOR WORKERS OF HAZARDS (LE., BACKING UP TOWARD A ROOF EDGE ETC.) 0R MUFF 00111116. TNC SAFETY MONITOR MUST BE OPINE SAME ROOF AND WON0 VISUAL AND VEDA DISTANCE Or THE CONSTRUCTION WORKERS. CONSTRUCTION WOWING WORKERS TO APPROACH WITHIN e' OR 1E55 OF UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY UNE SAFELY LINE SHALL BE WHOM B' DIAMETER /NEON. W. A NOMINAL 1018110 STRENGTH OF 5400 LBS. SAFETY LNE STALL BE ATTACHED TDA SUBSTANTIAL MENDER OF DIE STRUCTURE SUETY UNE LENGTH SHALL BE SET A.LOWNo CONSTRUCTION WORKER TO REACH EDGE OF ROOF. BUT NOT BEYOND. 500EIY BELTS 504L BE WORN or ALL CONSTRUCTION WORMERS. MOMMLY SAFETY INSPECTION 1f. MAINTENANCE OF ME FALL PROTECTION EOUOPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCWONC: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHEC5RT INIEI9e0N0 COWORKERS REGARDING SAFETY CONCERNS REPORTING AND COUNTERING AM NArAR05 REPORTING WARDS TO ME SAFETY COWMTREE FOR CONSIDERATION POSTING RESULTS Of INSPECTION AHD ANY ACTION TANEN RECEIVING AN UNBNSED REVIEW OF ONES OWN WORK AREA or ANOTHER COWORKER SUETY REPRESENTATIVE REFER TO ROOFTOP WORN AREA SUETY PROTOCOL NATIONAL ASSOCIATION DF TOWER ERECTORS 2000 Kamen. REFERENCED OSHA REGULATION/STANDARDS SHALL BE RENEWED BY TOMER ERECTORS, ECUPL4EM INSTALLERS. AND TONER/ROOF TOP CON1RAC100S/S0B00NTIUCT005 20 CFR 1925.50* - SCOPE APPLICATION. AND DEFINITIONS 2B CFR 1828.501 - DULY TO HAVE FAL P001051ON 19 CFR 1920.502 - FALL PROMOTION SYSTEMS 0610110 AND PRACTICE SPECIAL INSPECTIONS REQUIRED: 5005 COMPLIANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 2.500 P51 (599 SACK MIR) AT 29 CAY5 CONCRETE FULCRUM AT SUB CN WADE RRIFN CENIE.110N FOR PROPER PLACEMENT OF REINFORCEMENTS AT 5U8 ON CRAPE FOUNDATION MINATO* AHD FILL INCLUDING OILITY TRENCHES CERTIFICATION GEOTE00 01' ABL DOINEER , THERECORD FILL 61 SYMBOLS: 0 Nfl AAL GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE I SECTION REFERENCE — — — CENTERLINE PROPERTY/LEASE UNE �MATCH UNE WORK PONT GROUND CONDUCTOR —1— TELEPHONE CONDUIT —E— ELECTRICAL CONDUIT —A COAXIAL CABLE _0/p_ gOVITO OSE " 00NOUCTOpS rN^+-iTA'r�t *ROUT OR PLASTER - E) BNCN (E) 28SONR8 ® FTIH GRAVEL G22= PLYWOOD ® 0000 CONTM1DUS f� J WOOD BLOCKING ® STEEL (5) NEW (E) E1551100 4 NEW ANTENNA 4, ESTNG ANTENNA ® GROUND ROD Tt GROLNO BUS BAR • MECHANICAL URND. CONN • CADWEID 0 B 0 VERIFICATIONS OF Nu REPORT 0 IDENTIFICATION OF STEP. AND AT JOB 511E ❑ ADHESNE BOLTS IN COIORETE OR *445005 O ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE 0 HIGH STREWTH BOLTING SUBNRTAL DOCUMENTS FOR DEFERRED 800814TH REAS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RQOR0, WHO 91440. RENEW THEM AND FORWAND THEM TO ME BUILDING OFFICIAL WON A NOTATION INDICATING THAT THE DEFERRED SUBM0TAL DOCUMENTS NAVE BEEN REVIEWED AND PLAT THE HAVE BEEN FOUND TO BE N GENERAL CONFORMANCE W0H THE DESDN OF THE STRIDING THE DEFERRED AND SUBMITTAL ITEMS SNAIL NOT BE INSTALLED UNIT THEIR DESIGN AND SUONITTAL 00CUMENIS HAVE BEEN ',P00.50 B1 THE BUILDING OFFICIAL GROUND ACCESS WELL ELECTRIC BON TELEPHONE BOK UWE POLE MD MONUMENT SPOT ELEVATOR SET Pow REVISION 0 SPRAYED -ON- FTREPR00nNC 5NDOIURAL MASONRY ❑ PRESTRE560 CON10510 0 ALL FIELD WELDING ❑ REINFORCING PLACEMENT 0 DESIGNER SPECIFIED (SEE SHEET/_) 0 OWER TIE INFOHMA000 CONTAINED IN NIS SET or 00N51RUCD00 DOCUMENTS 15 PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTTER TAN THAT 4040* RELATES TO GARNER SERVICES 15 010514Y PROHIBITED. at&t mobility Wins WE COMMUNICATIONS -rte REVISIONS PATE ocscArnoN 6AAWN =DM FOR PCD RCMP WOO. ODOM FOR RD HMV ICS NOT FOR CONSTRUED. UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERA NOTES • SYMBOLS SHEET �NUh4,480ER `.l _2 EASRNG TOTER EXISTING AT&T TELCO MUM/RE EXISTING AT&T UNTS CABINET EXISTING AT&T 100 AMP µ tr LECTIDGL SERVICE PANES / Kra SERVICE UGHT EXISTING AT&T LATTICE • FOOTING (TIP) LASTING CHAIN UNI( FENCE • PROPOSED AT&T U1515 mouton, • N_ERAME (3 TORAL) MOMS RIOT© OI ENISTM M5 MOI ON EIOSTTl0 BES MI ON MSTN0, t • . w5TN0 TTN RGELL R (OnMt 6) MOUNTED I N N -FRAME IXISTNG T&T CABLE TRAY �. PROPOBm AT&T MOWEDOrr EaSThe OM a �IXISTBIG AT&T ON )N-fRRA�MES COSTING AT&T TIBER SPOOL BO% • ' • TRUE NORTH EXISTING TOWER IX5TIHG AT&T ., .. u ' FOOTING (TDO +\ }/ X } � +♦ / 4 \ ♦ //` / �� / \ EA..y.\. \. O ` f• 'S ` �� } •.N. \ . •/ ' `, N. }\+ . . }\ _:;e..�� , `y }/ / + /4 +/ CHAIN �N UM( TENCE • • • '1 i „0 . A1A'S./ A�P W • AT&T +\ PURCELL GBRiET �� 4 fLY15) MOUNTED „ +\++ H-rMMF �� � \ \; 41411.11111S /� , ��� �� IXmNc ATtrT I C.BfE TMY Ir IX511NG AT&T 4 ( )H HERS E%ImNG AT&T / yTO FIBER SPOOL BOX /4 ,A�Rn{• .�• �1pP .p • }ry�Y � + ' • • • TRUE NORTH PROPOSED AT&T Wins MOWED N-iRAYF (J IOTAI) • it 4\ / } % -A +• } ^O ,uATh ^ a� / \ O• .A. '10 4 ^ ' ♦. +\ � \ RG. �, � I SS'':: /, tro} ` ♦ /// A / %, -'�, ` ,• / • \ E,'•P `00y .t. \• O':4 \Aft A04. - , I �` ` �` \. + \ • ��� / + / 4 + } / \+ `..� .,+/4 AST \ ';.•�, /4/ yt } �� } ' \ / /4 + +/ PROPOSED AT&T UN115 M UNIm N -FRAME (O TOTAL)vT�' • •CIXEIcmrps k O t• \A' . �� ® + -I- / p...AT&T A s. W/ METER & IXI GTOR PLUG EXISTING AT&T AMP ELEC.SERVCE AC AT&TOUSTING ACCESS GCE (OBN NIPIE%EES� ON N CUSSING AT&T ON n RI E EXISTINGAT&T CONCRETE PAS IXISTINO AT&i CE CANORAI. CHAIN U X HCH CHAIN UN% FENCE SOWING AT&T TNO BBU CABINET EXISTING AT&T POWER CABINET Emma GSM CABINET EXISTING AT&T 10 BBU CABINET EXISTING AT&T BRIDGE (M)}\ EXISTING AT&T TMJ CABINET IXISTNG AT&T GPS ANTENNA DOMING AT&T BOX ON H FRAME Per site photos the purcell is mounted l0 the slab not the H frame. GENERATOR PLUG EXISTING ATT 200 EIEC. SERVICE EXISTING ATT ACCESS GTE EXISTING AT&T ON NATURE ON E � � 300 r -' (J) UNITS x / i + / N.•/,'W \ \ } \ i } ®T PROPOSED AT&T WI ON WI NO N -ERNE O YNG ll' ()1 1 ON H�fAAME UNITS / EXISTING AT&T.{, CONCRETE PAp EXISTING EF%ISGNATtri + ICE \ EXISTING 6' NIGH /}\ UNN fENCEJ } ExISTING AT&T Te.O + BBU CABINET Well (.) PROPOSED BARERII3 EXISTING AT&T Tett POKER GBPR EXISTING Per site photos the H frame is mounted to the fenCB lne. '0 .. A • • CABINET EXISTING AT&T 0 BBU CABINET EXISTING AT&T ICE BRIDGE (TIP) CE EXISTING.0 CABINET EXISTING AT&T OPS ANTENNA EXISTING AT&T HOFFMAN BOX ON H -FRAME HOrNAN • 21• SCALE 3/10• - 1,-0"R' .17• SCAT£ S/B• _ p_O• I 1 ' I'ROI'OSED EQUII'MENI I'LAN 12 E,•'SB: ° °/B - 1-0• • 1110 • SCALE 5/1B - 1 -0 2 I EXIST TNG EQUIPMENT PLAN 1 DI I) non CONTAINED W TH5 SET OF CONSTRUCTION DOCUMENTS 5 PROPRIETARY BY NATURE ANY USE DR DISCLOSURE OTHER THAN THAT WHICH RELATES TO GRRER SERVICES 15 STRICTLY PROHIBDED. at&t mobility IVES O0WER" COMMUNICATIONS o O REVISIONS INTIAL IWW0 BLED ron ET. BMW Ae —T 9 AMID FOR MP AMOY NOT TDR CONSTRUCTION UNLESS MILLED AS CONSTRUCTION SET SHEET TITLE IX5TNG & PROPOSED E0IAPMENT PUN SHEET NUIAUER A-2 LNN. Y.& 94. Emsnuc AT&T VATS ANTENNA• (1 PER SECTOR, 3 TOTAL) AT&T RAA (]I PEFOSECTOR. B TOTAL) PROPOSED AT&T /1111111P x B LTE WCS AMDIIIA �� (1 PER SECTOR, J TOME.'44: EXBTWG AT&T GSM ANTENNA (1 PER SECTOR. 3 (DIAL) 4 :, ., • • �S' • AX I �. ®., ! / \ \I / ^1 II� /=MONO „ \\� N. \\P�® \ `II � V EEXISTING q " & .. • T �,.y�S )" ' y- /� \ ... \ • ,'llllll� EXISTING AT&T U1rTs ANTENNA (I PER SECTOR, 3 TOTAL) ,,,..:".. ikp. , 4.41,441„, _I '1D ,ryI / I( aril , _ ', At/\ A \, I ..,\ '� ♦ `II� / • , A . AA"- - �\� ' J 8/ 4 41110 • �, e n d`AI �\ / \ \ / / e d �• DUSTING AT. LTE 7001M3 tl' • ANTENNA 1 PER SECTOR. 3 TOTAL), BE � EXISTING AT&T TIM (3 PER SECTOR. P TOTAL) TO MINN \ \ OMR. AT&T GBM AMENTAL PER • sfcTOp, 3 TOTAL) ;oLM1N (I PER EMPTY PIPE TMOUNT OTAL) \ (1 PER SECTOR. J TOTAL) ••• EXISTING AT&T AMTS ANTENNA 113 PEINED OR. J TOTAL) 1. FOPOSm AT&T LTE AMENI 5, MOUNTING lPRE ANEOVU'MEM TO BE PLANTED MATCHTO EXISTING CONDITIONS. N. VERIFICATION TMT EXISTING TOWER & CANTING ATTACHMENTS GN SUPPORT PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER • ,.'' PROPOSED nHT LTE /�� '!DB/iBDppl ANTENNA (1 POI RECTOR, J TOW MIND AT&T TIM (] PER SECTOR, B TOTAL) q\ AT&T CBM ANTENNA IT PER SECTOR, 3 TOTAL LIE CSD AT&T \ LTE ATS /IDIOM \ (1 PFA SECTOR. I TOTAL) EXIBTNG AT&T UMTS ANTENNA . (i PER RECTOR. ]TOTAL dlsngc Artrr /-EWIPAENT AREA (B0.13W) EXIRTINC AT&T ANTENNA MOUNT / (1 PER SECTOR, 3 TOTAL) p J TOTAL) I- �® ULIIR ANTENNA J TOTAL) TIM B TOTAL) l GSM r RECTOR, LTE W F J i TRUE NORTH To RowN EXISTING AT&T TMA TO PER R, B TOTAL) d511NG EMPTY PIPE MOUNT (1 PER SECTOR J TOTAL) DUSTING AT@T GBM ANTENNA (, Pd SFLroq. J TOTAL) RA ee700/19001011 PROPOSED ATlTLIE (T PEN SECTOR. J TM) � LTE PF I SECTOR TS• Alli \ EXISTING 15p' -p- A0. SELF-SUPPORT LATTICE TOWER 34:33• SCALE: 1/4• . 1.-D• N RE1MH EXISTING AT&T Elf TOpNXt ANIOINA (1 PER RECTOR ]TOTAL) ro BE RO PER S4,0.p- dISTNC IRB' -B• AGL SELF-SUPPORT umCE TOWER / / / 13Efl W A POSED AT&T NIIDINA (T PER SECTOR, EXIS PER AT.SECTOR. (1 PFR SCCIDP, AT&T (3 PER SECTOR, RELOCATED AT&T ANTENNA (1 PFA J TOTAL) PROPOSED AT&T (IPEA SECTOR. 'v/ s \ \(( ga / XISTINC AT&T EONPMENT AREA (BEIDW) / / EXISTING AT&T MOEN. MOUNT (1 PEP sEcrOR 3 TOTAL) / TDROOM EXISTINGSATkr S] TpATORM 70 R fl[LOCAIED TITS 9ECIOR EXISTNRCSA�lOR. 3 TOTA)NNA (1100 TING A EXISTING AT&T TMA REAp11P�', f] PER SECTOR. B TOTAL 5D MING EMPTY PIPE MOUNT 0 PER SECTOR. ] / COSTING AT&T LTE TOOMNt ro SNA i PLEA SECTOR, 3 TOTAL) r J TRUE NORTH UNIT' SCALE: 1/B- . 1.-0- 7F3... moI'ROPOSLL) ANTENNA PLAN] 2 THE INFORMATION CONTAIN! IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OMNI TAN TNAT WHICH RFI ATR[ m cam= ernnree ,e mm,..N. xN :33• sulE: 1/4• 11-r• scALe 1/p eeA... NN, . 1'-O• -:1•a- ♦ ] x 1 EXISTING ANi LNNA PLANT at&t mobilitya WESTON/F rn COMMUNICATIONS REVISIONS Ww4 ITSUID FOR PCD RCACIO WARM &paw FOR EGO PM. fa NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISGNC It PROPOSED ANTENNA PUN SHEET NUMBER A-3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY 05E OR DISCLOSURE OTHER TIIA.N THAT WHICH RELATES TO CARRIER SERVICES 15 STRICTLY PROHIBITED. at&t WWXXXXXXIIIIII����mobility 416111, COMMUNICATIONS REVISIONS OAIE OFJCAVTDN MILL PInW0 tssuro ADA Ka Amor N N Isstm POA Ecu RORCW NOT FOR CONSTRUCAON UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE E%15TINO & PROPOSED SOUTHEAST ETF' SHEET NUMBER A-4 - NOTE& 1. PROPOSED AT. LTE ANTENNAS, MOUNTING ,., WATCH DIMING OMM LADWARE AND MINIM/ TO DE VGYiGT. THAT pKTINGSTTOWER QED W. AIM 1.931.114010 IP $W1 SUPPORTINIENTS CAN w"EEER BSTRUCTURAL IIIIIP'Ildh0.4 A4P11111°'' ,91111111111111, /4.100.. ' " — 441‘ 41111 '� - .,..4‘... �' ' pop. mina um. AT&T ANTENNA MOUNT 11 PER SECTOR. ] TOTAL) /7"..i..... i yT i `F V i 1 EXISTING AT&T ANTENNA MOUNT IR' ELECTRICAL 1A pCLUSNINRARG \\PROP06ED i \ FDSTNG ATAT UMTS ANENNA SECWR. ] TOTW \� \/ /1 PER AT&7 LlE ,rooposomiu MUM* TiIR' / Og, (1 PPER SECTOR. J TOW -EXISTING AT&T GSY ANTENNA11 O ^ 3 tS 3Nf1 NOSSN6NVULL 3NUSIX3 i -- IIjI \T it 'IFACX •. COSTING AT&T OE 7003X4 ANTENNA (1 PER SECTOR, ] TOTAL) ro BE ROACIVED COSTING NIM — I I PER SECTOR. J IOTW w 3 �\•. hi NI 44 1'111 1 "III I PROPOSED AT&T LTE NTS WENNW tl PER SECTOR. J TOTAL)�� EXISTING AT&T o III 111 (NJ PER SECTOR. 9 TOTAL) AT&T l' $ IJ PER SE[TOtTM9 TOTAL) ED AT&T &T ANTE). it �!t TO BE R EEIDGT[D a/ VE. 2 e `�11ry�'T1 (/ PC SECTOR. J TOTW0e ER RCS EXISTING (SSI -B' 11 DUSTING AT&T UMTS AILIENNA (1N TOTAL)OR. J TOT ROAM AM SELF-SUPPORT III EFISTING AT&T UMTS ANTENNA LAME TOWER UI (1 PER SECTOR. J TOTAL) 111 ��E.55 (001104 EMPTY RPE MOUNT (1 PER SECTOR. 3 TOTAL) 111 ? 111 CASTING AT&T 11E 700MHx 4 RELOCATED AT&T GSM AMNIA IU (1 PFA SECTOR. J TOTAL)UI 111 S IU LI i i ` U Fg . G u ` nl / DNA (tel PER SECTOR. J TOTAL) 'T IU * < In �. IN AGI(. 5STNO �suPGORT UI LATTICE TOWER U 3 1 E F n • m a y • R 3 PROPOSED AT&T LTE y UI POD/1POOYRk ANTENNA �� " ' lU (T PEA SECTOR. ] TBW a 1 pj COOING AT&T CABLE _ m a o $ 111 OUTING ON TOMER LED :\ 111 m S( DINING AT. ril TGE BRIDGE (TTP) tg p G $13 ROUTINtil G ON&IOWEPL MLR i NIU 9 3 CASTING AT&T (e� ry Y N GSIAc AT&T 0- N OGIE%LI+S ON H-F1NNe UI PROPOSED PATS ARN UI T SED AT&TAT& ON EXISTING gPROPOSED II- UAIOE x -FAME (J WM) SUPPRESSION MT ROARED' - ." �." 2 ON MING X-iP/&lE I CAWING AT&T (J) 7003004 3 1 H UNITS ON H -NAME EE LOTING AT&T IB TLE CANOPY PROPOSED AT&T ISMSAIIN CASTING1101.11R13:1 ON pmt© 111 ICE BRIDGE (TM) GKRx11 pSNNG Al L12 ICE AT&TCANOPYY&T IU OIPLEr ON H -FRAME 1 `_ A CPS ANTENNA DUSTING AT&T (3) 7(0W4 CASTING A&T RPoN MIS ON H -FRAME PN] CABINET , -� • EFISIINC AT&T (12) °ASTRO & HIGH OOlDtGS ON H-iPAME CHAIN LINN /CNC , .• DOMING AT&T NITS CABINET GPS ANTEN00 N-FWAIE (J TOM)UNITS COSTING AT&T CASTING AitT 112) T.AJ CABINET "i: g'IPT RS ON H-PRANE EXISTING e' H CHAN UNN P NLF F%KTIMC AT&T UMTS CABINET _ , �{{ '_I COMING AT&T PUREED. CARNET (0X15) A16IT �.RJ PROPOSED AT&T PUFOE 1 DOMED � 1R ®I PWI&UNm LIOMTED ON DOSING N-iAINC J TmW �1 98 GRADE I2 ��//� I-.��P� ®I I TIS J 1� ' I t QII CAWING N-FRAECARNET r'—CASTINGAT&TIINCELL A ' � CABIN. 00T00 0IN .�yi MOUNTED ON H FRAUE \ I GRADE I iI'i IRI ! Ii III I lit"- 1 NI 4' 1 Ilii' �IIIII`.I) P W MOUNTED ON N -TRINE 10 �. I.11 \ 1 \ \ T 5- SCALE 1/A - x _D- I'ILOI'OSFL) SOLI IFIEAS1 ELEVA'I ION 12 I%3. SCA. 1/9- - 1'-D- J 2 1 1' - x -.m• SCAIB 1/v - r -D- , , . EX IS TING 501) I REAS I LLEVA ZION EI -.17- SCARE 1/e- - P -O - THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY 05E OR DISCLOSURE OTHER TIIA.N THAT WHICH RELATES TO CARRIER SERVICES 15 STRICTLY PROHIBITED. at&t WWXXXXXXIIIIII����mobility 416111, COMMUNICATIONS REVISIONS OAIE OFJCAVTDN MILL PInW0 tssuro ADA Ka Amor N N Isstm POA Ecu RORCW NOT FOR CONSTRUCAON UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE E%15TINO & PROPOSED SOUTHEAST ETF' SHEET NUMBER A-4 NOT USEDF—, NOT USED—' ATar CPS AKIO.A II !j/ 1 7/0. O.D. PPE I 4 _ 511E PRD PIPE 111 PIPE 'ICLAMP MP APR 1(PAM/ ACPOBK) _D7 PROVED EQUAL 11.1401'—.D '�-I: 13-• ..:-43-17 Ili 111 2IDIIS: 1. LOCATION OF NAVE ANY BLOCKAGES AROUND THE 2. ALL OPS ANTENNA MINIMUM OF FOUR LOCATION OF 0. CPS ANTENNA ANTENNA 0. O MORE THAN INSTALLED ON GPS SPUTTER, ISUPPORT ANTENNA CPS OPS TO BF (1) ME: ASSEMBLY POST MUST NAVE CLEAR NEW OF SOUTHERN SKY ANO CANNOT EXCEEDING 256 OF THE SURFACE AREA OFA HEMISPHERE AMENIA. 10CATCN5 MART BF ABLE TO RECEIVE CLEAR SCNALS (4) SATELLITES. VERIFY WITH HANDHELD CPS BEFORE FINAL ANTENNA MOUNTED A MINAIUM OF 10• AWAY FROM ANY CAMINO PURCELL CABINET (0R RACK MOUNTED LIE RASE BAND INSTALL OPS SPUTTER: LUCENT. 4067132045, KS24535L10. GPS FROM A OPS UNIT) R 1:2 SPECIFICATIONE— ]1]6_ SCALEE TO SGL' ,J I INTI 5Cµ[: NOT ro SGIE p • SG NOT SGML 11��11• SCALE; NOT 10 Olt 4 21•v]13• SGIE NOr TO SGIEI J 'v J• SGIE: NOi TD SGIE EXISTING H -FRAME UNRTRUT EQUIPMENT SHALL BE ANCHORED (C EXISTING NIG PER W/ RECOMMENDATIONS.PRO'ROE ECOM EDMUND PER MIR PROVIDE ECOMMEI CHANNEL UNISiRVN CN.ANNEL NVR OR CHANNEL STUD NNS AS REO'° R_ IIIIIII1111 EQUIPMENT TO UNISTRUT (TYP)PURCELL FOUIPMFM MOUNTING 12RU TV NNIS, FROM TO BACK ADJUSTABLE DONi11111CTRTN MAT1FTN5 • MATERML AIUMBNM (LIGHTWEIGHT. 00RRO501-RESRTAM • PINT: 041-107 TESTED A CERTIFIED POWER CGT 120121/512F PANT C POTE" mon TMN WHET DOOCONDITIOR: FRONT DOOR WITH DOOR AURA ATR OPTIONALCOOLER AIR HEAT COUNGER.OR OELECTRIC GOOIER (1) LTE BA (I R LACK MOON ED LTE S SE BARD VIII) ( ON SIRI INSTALL OPS SPUTTER:K521U5L10, LSFNTFF, ' LATCHES TWD -POINT UICHFD. PADLOCKABLE NONE OPS ASSEMBLY CABINET CABINET WEIGHT 50 LOS FULLY LOADED CABINET: 100 LDS RR. FwIP0NMFMAL OPTIOBS 'P COOLER: 40OW 0 OBE 424VDC, • DC OR USIPC 31. _1JWN F1O12WS1CABNR COONA2TINN • ER: ER ro 2.OW BN/HR NP COMMONER W'IM NEATER HEAT fXLIMNGER. 1 EWERS CABINET R. • TE JOWjC NUT EMI -WAGER. 0211100 OR -IBVDC ELUDESSAL eATIEAccDMMDGTEs r� "�Fl+OM DOOR TO eOAHR r 11PBATTERIES CA• ME ENTRY (J) 1•; (I) 2• J1/2. OR 2• KNOCKOUTS 7 a N No A LL— —FRONT DOOR 4 1 z SWING HANDLE AC POWER OTTANI i 1 • G -MAR! IONCA WITH 0 5ONAL 0140 FM VOLTAGE SWING HANDLE • 5 PROTECTION ISS K-NERATOR CONNECTION GABLE FRONT DOOR e -P LOAD 12• R ...H IN (AREA) DR 12-POSRION � (211) CL IDM CENTERS E EQUIPPEDFLXI2WS SIDE ELEVATION O D ITT SURGE'1).. FLXI2WS FRONT ELEVATION uccuPr oa WITT DEvICFs THAT 1 -POSITION B-POSUOM INN -MOUNTED AC BREAKER PANEL (120.' OR 210V// O CONFIGURATIONS). OPTIONAL DM -MOUNTED MS • ISN GMT DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET 11241n • 4" PLINTH • 1• PUNA MOUNT Po E KT • AVERTICALCABINET-ON-CAe0NR STACKING CABINET WASS' SCALE: NOT TO SCALE 11•.17• SCALE: NOT TO SCALE zr.J13• SCALE: 1• - Y-Q'� 1,17" SCALE: 1/2• - Y -Q• E INFORMATION COMNNEO W THIS SR OF CONSTRUCTION DOCUMENTS IS PROPRIETARY EN NATURE ANT USE DR DISCLOSURE OTHER THAN THAT WHCH RELATES TO CARRIER SERVICES R STRCIE7 71000TED. at&t mobility WESO% WEN` COMMUNICA TIONS REVISIONS iNTRIL HAM. ISSUED r011. PCO MENEM IyW/0 391M0 FOR RO REMY RUT F011 CONSTRUCTOR UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EQUIPMENT A CONSTRUCT. DETAILS SHEET NUMBER A-5 THE INF0444ATIDN CONTAINED 0 1110 SET OF CONSTRUCTION DOCUMENTS 6 PROPRIETARY 81 144110E ANT USE OR 200043URE OTHER THAN TINT 0004 RELATES TO WIRER SERVICES 6 STAGILY PRO02700. at&t mobility ,01116655, WEE/TOW R COMMUNICATIONS PACIFIC CCCCC Ole ..... LOA REVISIONS DATE FONT matzo FOR IMO RENON ISSUED PPR FCD ALV. KO 101 FOR CONSTRUCIWN UNLESS LABELED AS CONSTRUCTION S¢ SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER R..F-1 82' PROPOSED ANTENNA CONIIGUR 1Tk N AND 34:I R.D)II.0 EXISTING ANTL'NMA CONrIG110ATICN.IND il:l (W LILT SECTOR A 020800 mamma N11MepINA91 ANI[I YDIOOR MODE Ea N ' ,„CMN 1Ct TLIL NUOBFA OF CAR 8 COAL -7400111 a%0328 SECTOR A MAI RAC ..... ' PATENS. VENDOR IOC. ETEC. TILT YEQ1. LILT IRT 1914 011103234011103234 Of 1240. COAL 9 COAX COAL OP1DtED LI( 1LCS 1711 0 '-8' 1 ]OMMSCOPE 581.4-1DISC 7 0 YES NONE z 1-5/e• 110-0 ND 091 1905 14041'-4• 1 SIONREIN 742-245 z r YES (1) m9-04011111-CO1 TAT 110'-0• YEs (0,E, GSE) R0 1900 140 B '-8' 1 WHAM HAM 742-265 7 YES (1) nn -0480111-001 2 1/9- 110-0 (C8 04) — YES SNE GSM 650 YES 0040 111119 IOW 110 81'-B' I .111.04]12_263 J' YES (1) 109 -0810111 -ODI 2 7/8' 140-01"(100 YES L)0) UMTS 1950 1W B '-6' 1 00140(0 712-265 1 YES (1) 1119-08011111-001 2 ]/8' 110'-O' yrs (L)4 09) U� 8!0 6 YES NONE U.S 4]0 YES NONE 030 700 47 01'-8• 1 POWERNAYE 40.7-02-0 3' YES (1) 1140-0710111-001 2 1-5/8' 110'-0• NO LTE 1900 170 a '-8' 1 AW M _ N95ENJ11IA r0 — 0 YES (1) nAW-0)01111-001 2 1-5/0' 110•-0' NO SECTOR 6 ATWUM RAOCFNI61 14-40144 Oi ANIENNL9 VENDOR WOES �. 777 YFIX 11LT RET IM 142404-4 02 COV! CMM 9 ONO 101-0 07471172 LTE 700 1. LTE 700 285' 81 -6 1 POWERWAVE 19-17-02-0 0 2 YES (1) TERN -010111-001 2 1-s/4' 110'-0• x03 SECTOR B KMNN PAOA£inFR x00105 OF AMEIOIAR Yp70d1 11050. flEt. 1LT YELIt TRT PET 11q x214474 OF COATI co.( P CFV IFNCiN OOlfliED 041 1900 r YES (1) N19-0501111-001 ]/e• YE5 280 0'-E,- I ANL M 3152711 AL Cr 0 TES (1) 1MW-0701111-001 2 1-5/6• 110'-0' NO CCM MO 1 0RIHFEN )12-20.5 6 r Yrs NONE 110'-0' (� c0) 1113 '� LAMS 1900V JJO 8I'-8' t SOME. 712-245 5 YES (01119-0581.111-001 2 ]/e- 110'-0'Tans(U8 YES L)9) OM 1900 J330.0 '-e' 1 101HRflN 712-253 �' 6 T YES (1) IT19-0801111-ODI z 7/8' 110'-0_ T� (40 G8)� UImo T YE5 MHE CSV 030 YES NONE C AZIYUM WON.ANIFIa1L9 VENDOR 11000. OEC. 9, -LI. YLCK Rr RET 1114 IMAM OF CDA., COAX P COMSECTOR (•.M PREYED LIE DCS 280 8 '-0" 1 1O4111SCOPE 5191111-191•6 0 z TEs 4000 2 4-5/8• 110-0 NO LTE 700 FE' 01'y 1 PONWRAYE WNW. 0 0 YES (1) 1740-07911111-004 2 1-5/.110-0• x03 NOS MO J30 0 '-6' 1 RAINRpN 712-163 6 YES (1) 1119-0510111-04 z ]/e• Ltd -0• TFS GSM 1005 = TES (l) TI10-0881111-001 V0fi '69 T ,as NONE (ono 1291 650 W 111'-8' 1 NAIHFEN 712-263 1' S YE5 NONE 2 7/8- 110-O'YE5 (08 CB) SECTOR C KM/lll moor.ANIDIWS MME. OF YDIOOI 110071 MG 111-T MECH.142404-4 TILT PET IW Qi COVt ow A COAL N OPIOOD UM 19000}1 J' YES (1) m9-0 6112111-001 Y[s LTE 1900 R' D •-D• 1 ALU M 3.752703.1 0 0 YES (I) TU0-0ID%11-00I 2 1-5/8• 110'-0 NO UYIs 550 1 140(74 742-255 e, 3 YES NONE 2 V.' 110'-0• (L)8 L)9) LIE 700 7x61748 � ROWP CIMNO (J PER TD RYAN COSTING (1 PER COSTING ((1 PFR 1O ROWN AT&T ULITS ANTENNA ECTOR, ] 011t AT&T TAM SECTOR. 9 TOTAL) ,t1..� APIA I , —�)� 9( 1I . 69J.\ ' <, : .... ..., \\.+ ,.'.4141111111111t., Il��/, / )A di. " / / / ` , R4 , IXISDNG AT&T LTE ]001104 ANTENNA (1 PER SECTOR, J TOTAL) 10 WE REYpED ISTNC AT&T 1414 ty ((3 SECTOR. 9 TOTAL) 4,` To REIAMIE \ \ IX6RNC AT&Ts� roN97¢INA REYAM9 E%-25140 DPW PIPE MOUNT \ (I PER SECTOR. 3 TOTAL) •E%IS11Nc AT&T ULM ANTENNA (1 PER SECTOR 3 TOTAL) TO PEWM -,F),--, v// 1%/ IX6RNC AT&T LSM ANTENNA jib PEP 2701011. ] TOTAL) T5 E ImgCAIED 7146 9CCId1 COSTINGANTENNA PER SECTOR, J TOTAL) A ROM ER6TING ATlT TNA 10 RFYV3 PER SECIOR. D TOTAL) 7x1511140 EMPTY PIPE 4002144 (1 PER SECTOR. 3 TOOL) EMT. AT&T LIE ]WMHz ANTENNA (1 PER SECTOR 3 TOTAL) TO BE MOVED 050 IOW 1 INTH0EIN 742-245 2 r YES (4) 1119-0860111-001 2 7/5' 110-0' (048(9) CSU 1' YE5 NONE LTE 905 46 5 '-0• 1 CWM540PE 56x114 -1041C 0 0 YES NONE 2 1-5/0' 110'-0' NO U070 1900SV, V.S.1 1214011014 ]12-265 S J YES (I) 0111-0161111-0012 7/5' 11 D'-0• Y6 (UO U9) YYTS CSO 6 TES NONE NOM: • ME= USE COATI 1010116 FOR • CONFIRM THAT (010141. CONIRACIE0 COSI. AT&T WS 414171414.4% (1 PER SECTOR, 3 TOTAL) IXIrnNG AT&T TMA (] PER SECTOR, D TOTAL) Q PR005ED AT&T LrE RCS ANTENNA I1 (I PER SECTOR, 3 IDOL) IXlsnxc AT&T csM ANrww 11 PEP SECTOR, 3 TOTAL) PROPOSED Z. LIE ma TW �(1 PER SECTOR, J TOTAL) 71 PER SECTOR.TOT )E/YLS lav A2rYUi�7 A --4iiik EXISTING 156'-B' A0. SELF-SUPPORT LATTICE TOTTER0 IXISANG AT&T ANTENNA (T PER SECTOR, 3 TOTAL) CUT 42101100 LLEICIAILISIENS 19 MING (ATEST (05041 or . '� IJP/' ..‘„ cl !S E. REDS G �, _�_� %1400'35 AT&T LIE >00/1900NIR MOON ••' , %) (1 PERm SECTOR. 3 TOTAL) @� /�9' �J'A coma ATtrI lYA / Yy (3 PER SECTOR, 9 TOTAL) •PNA / \ AT&T .3 TOTAL)AVIENNA / (I PER (I PFA SECTOR. 3 TOTAL) LIE M�6 AT. 014211111k,‘,3 N. (1 PER =DR. S IO7Al) .� Mrs 510[14144 ' `�i, IT 1.w SECTOR, ]TOTAL), „..,„ „,.. ., i, . ill \ ( PROPOS1G3 AT&T Elf 10CS ITgt T T97r/,y e� I EIH ATA} 214 440)NNA (1 PER SECTOR, 3 TOTAL) � IXTIIF ATILT 110 IJ PER 270400, 9 10TAL) 11¢08170 AT&T 05Y ANTENNA (1 PER SECTOR. 3 TENNA PROPOSED AT&T llE >DO/1PWIW NrtQeM • (1 PEA 9LNI9, 3 151013 �� OEM PIPE MOUNT SECTOR. J TOTAL) ATkT LSM 4147-14144 270100, J TOTAL) ' ® ♦ / I� � 0l. / </ N ... Nr...„,\\�� YA ./ /� 13111 COSTING COSTING TO BE SELF -COSMO SELF-SUPPORT IX6TIN0 10 p��C1OP, AT&T LIE () PER RESO/iOil �5D[,C�TOrtE•B. """ 156-8" AGC LATRCE AT&T 4X101114 ] 7o0YN[ SECTOR, ] T[1TAL) 11 WONTp. 'OI x_ TOWER NOUM =AO -, 4 _ 1 24s5- SCALE 1/8• TT 1 'w >' SCALE 1/E, _D -D I'ROI'OSED ANI ENNA CONIIGURA I'ION 12 26•35• SCALE, v. _ 1-0•1'07' NAL(: 1/8' - 1,0' 4 3 z 1 0 EXIST TNG AN (LNNA CON)-1GLIIiA I ION THE INF0444ATIDN CONTAINED 0 1110 SET OF CONSTRUCTION DOCUMENTS 6 PROPRIETARY 81 144110E ANT USE OR 200043URE OTHER THAN TINT 0004 RELATES TO WIRER SERVICES 6 STAGILY PRO02700. at&t mobility ,01116655, WEE/TOW R COMMUNICATIONS PACIFIC CCCCC Ole ..... LOA REVISIONS DATE FONT matzo FOR IMO RENON ISSUED PPR FCD ALV. KO 101 FOR CONSTRUCIWN UNLESS LABELED AS CONSTRUCTION S¢ SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER R..F-1 NOTES ). INSERT SCISSOR BRACKETS BRACKET AND THE UPPER AWARE PROVIDED. 2). TO SET THE DEGREE OF 501350R BRACREIS AND SECURE 3). THE NUMEER OF 3000101005 r+ /' a ..•1 E1 U BETWEEN 1HE POLE ADAPTER BRACKET. 00WNT6,T, AUGN USING 5/16 WILLYAMYA . IIIMP /.1%....., ':� ., .= �` ` J tip. PARR UPPER TIE INCH BASED ANTENNA MOUNTING SECURE USING 1/2 INCH DESIRED HOLES ON THE HARDWARE PROVIDED. ON ANTENNA TYPE NOT USED= NOT USED[ 12.00' NOTE RRHR m BE MOUNTED PER 4. MANUFACTURER SPECIFICAlgNS -_ _ IIIIIII 0 IIIIIIIIIII 0 0 III . \ d 0 100 R _ ,. MANUFACTURER' MODERR L- N0M25-NCS HE1fMi 31.5' WIDTH. 12.0' DEPTH BY' WEIGHT: )O LBS AWTEL-LUCENF ' RRH UNIT SPECIFICATION= x aa• suEE: Nor IS mil 10 Rn• Sura NOT m mi MEW 21 It •]6; stAlE 1 +2}t; -O; 9 •v swe a1-1 -o z1;.ae; su xo m la �� •v suU ND� TD sutE NO(E RAM'S TO BE MOUNTED PER IMNUFACNflER SPECNKATWNS 110• MANUFACTURER: RAMAPNOTE RRHS TO BE MOUNTED PER MANUFACNRfA SPECFlGTOINS POONNIO ODE DCI-18-60-1e_6P 11.52• v I_� ^' mi 00 SVRGE SUPPRESSION UNIT•® 11.3• \ ® • ' �Rim.�6� 001E TO BE INSTALLED W11100 6 • N , I.i`.�..., •.'''.. � "1 R. �, FEET OF RA010 UNR =i RIE 1W Ox p••cXpLen Maple[, Peb. Lw•r lir ' _I I -I_ M0IMOXG BRACKET BY �:: �.:I::;I :;:::::;::i No C pR RAAOA -0.LUCENT-LRAUCENT MONT: 213• WC/1W 11.5' DEPTH: 5.>• EIGHT: 52.91 LBS VER FY EK15nNc CONOnONS - 1 BmR••t Op.nl04 Pow - MANUFACTURER KCATEL-LUCENT ATTACHMENTS AND ALL HARDWARE NALL BE VEwFIED BY ATTACHMENT NANUFACNflFR. : BIac6.1, De.IH11L Anlmm _ ! H0 Head t MODEL IHDCHT 18.00'60-190D 2 1/215p61 WILLER 5/18 K 1 Nn n..a 5RAE W1011t 11.52' 1 It i ::: WWUFKTIRER DEPT. 905• WEIGHT: SO LOS m 2 ANTENNA 5/16 SRO Washer MOUNTINGIrp 13.0. - FHDLC RRH UNIT SPECIFICATION C .A. EBDB! RRH UNIT SPECIFICATIONIF/ M0095 SURGE SUPPRESSION UNITE— 2a••ae• SCALE 1 1/::1:-0:I aJ 11'.11• SC IB: a!f -1 -D 2a'.a6: SCALE T 1•-1'-0• j 11'•1>' ;RLE ]•-1'-0• 21'•a6• EU NOT m Scu[I O 11'•11' EU NDT TD SCKF NOT m NEI / 21}a6• ME Ii •11• SDAIE NOT TO NEI NOT USED[ A NOT USED MECHANICAL ar0211.30NILT I 11.85 BPAtl6Ei/BRACKET MECHANICAL DOWNIST 1J.0 8.5 / -"N \ \ MANUFACTURER: ALGTEL IIICEM MODEL ] WEIGHT: W.863,0 183 LBS DIMENSIONS: 9&0• X 13.1• K 18.5• FREQUENCY: DEFER TO RF DATA SXEEi UFACNRER: AHDNEW MODEL 580110-10850 WEIGHT: 66.11 LBS DIMENSIONS BO- K 11.85- K 31- FNCS I: REFER TO RF DATA SHEET TR . C`.* 1155 rt a. Fi+ EP 11.85 IIIIIMM RF CONNECTOR. lYP RF CONNECTOR. TYR REMOTE ELECTRICAL OOWNiLLT ACTUATOR CONNECTION. 11171T• n till I5 I I20 i \ \ �� 551101E [IECTT1ICAL DOWNRLT ACTUATORt01 CONNECTION, TOP A- \ ENE � CONNECTOR. VERIFY CAWING CONORONS - AIL MOUNTING ATTACHMENTS AND HARDWAREATCLANGR MANUFACTURER. SHALL BE ED Tri, EXISTING COMMONS - ALL MOONING ATTACHMENTS AND HARATACHMENTARE SRA12000FEACRER VERIFIED - RF CONNECTOR, VP REMOTE ELECTPN:AL 00WMILT ACTUATOR, TO ANTENNA SPECIFICATIO ANTENNA SPECIFICATION[ 21'•30• SCALE: a/1-1_0 T OTT SCALE: 3/8.-11-0. '1;x]0; SCKE a/1• -i;-0; init: SGIE: ]/D--1 -O • SCAM NOT TO SCALE ii-•ialT SCALL MOT m SCALE 0••36• S'MI NOT TO MEI -. q' $GLE: NOT TO Sptf THE 1030RwATI08 CONTAINED W MI5 SET OF CONSTRUCTION ODDMENTS 5 PROPRIETARY BY NATURE ANT USE OR DISCLOSURE OMER THAN TMT WHICH RE.ATES TO CARRIER SERr10ES 5 STRICTLY PROgB1IE0. at&t mobility ,011111, WESTOWER" COMMUNICATIONS REVISIONS OATE w/m/ H ISA161 ran PCO IRMO 33,3 FIr. /36.-0325T NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET 11TLE RF 3 MODEM DETAILS SHEET NUMBER RF -2 TRUE NORTH GROUNDING KEYFD NOTFS: 10 CAD WELD (TTP). SEE DETAIL 2/0-2. O NTENN. 600000 605 BN NCAR *010000 IFSL 00 DOER CON CION CONSTRUCTION, LOT. SEE 00OL B/E -2 FOR HOUND BN CONNECTIONS.. 5EE DETAIL 7/E-2 FOR FOR WIRE 00NNE011003. 100 SEE DET00. 6/E-2 FOR CORS GROUNDING. IT E-ES2 C'D GCRO NO *AR no— NSTROCTIUr 100 5EE sEEOETN/E;%E-2 FOR GROUND WIRE CONNECTIONS. © IS VA, NF 6) 5EE DETAILO 1/ 0„1 ANNA GROUND BUS BUSONAR ITT1000 00((2)5 6NOSBU 0 kro RATES CROUNO OGRROUNO WORIRO NT H-FRAME5BUS 5 MR. SEE DETAIL R/E-2 FOR 2 OF GFOUW WIRE CONNECTMRS. ND SEE OETNL 8/E- FOR OWN GROUND.. 1 O 6 AWC 000 UNIT GROUND 10 RRH CROWD) BUS BN POG D). O 105000 5UR0E SUPPRESSION UNR GROUND TO BRIT GROUND 01060 AWC LIE 151(ESUne.° CA0NET TO 111 IMO COMING GROUND FROM Iowa? GROUND RNC TO TE IN041014 RR GROUND EQUIPMENT II -FRAME (TIP OF (2) PLACES) ES) 5EE DETAIL 7/E-2) GROUND FROM H-FF.1E GROUND 810 10 TR INTO 061010 GROOMING 5Y51FM (ITP OF (2) PLACES) SEE DETAIL 7/0-2.) GROUNDING NOTES & LEGEND 1. ALL ITEMS ARE SHOWN IN GENET. TERMS ACTUAL RmTALLATION AND CONSTRUCTION MAY MAW W Y VAE TO SITE SPECIFIC CONDITIONS. CABLE Z MEETTAWCICOMPONENTS USING GROUND WIRES AND CONNECT OTHER SURFACE MOUNTED BUS BNS. FOLLOW ANTENNA OHO BTS MANUFACTURERS 5001 IES FOR GROUNDING REOU5E05 10 GROUND CON SHIELD AT BOTH ENDS AND CM FROM MYER OR POLE USING MRS PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL 00 COPPER TNNN/OIWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIPE ABOVE GROUND. A. CONTRACTOR TO VERITY AHD TEST GROUND TO SOURCE G6000*G AND 014E7 OPERATIONAL TESTING WILL BE WITNESSED BY ATM MOOEITY REPRESEMATNE 5. REFER TO N051ON 16 GENERAL EIECDi0; GENUAL OECINICAL 60001004 AND COMPLY VIM ALL REOVIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR 113 PROVIDE DETAILED DESIGN OF GROUNDING 51510. AND RECEIVE APPROVAL OF DESIGN BY A000R12E0 0701 MOB6RY REPRESENTATIVE. PRIOR 10 INSTALLATION 06 GROUNDING 51510*. MTI PHOTO DOCUMENT ALL CELDS AND GROUND 7. N011FY CON310U01105 LAMMGEN IF THERE ARE ANY NFYTCULRES IRSTAL40 GROUNNN0 SYSTEM DUE 10 511E SOIL COMMONS. GROUNDING R00 NOTES SYMBOL 06100161104 SYMBOL 0133C61PTION SCALE 1/A ft 1 -D II Mr SC4E, 1/B' m 1'-0' A 3 3' 110” 1' SCHL IA'FIC GROUNDING PLAN • COPPER GROUND ROD El TEST WELL • CA00600 CONNECTION 0.0140 BN ▪ SIDE SPLICE 0005000 ♦ ' 4 GELD VEWF1 f TIE INTO E15TING GROUNDING 010)001 (WHERE APPLICABLE) 1. ELECTRICAL CONTRACTOR 5)01.1 ORDER GROUND RESISTANCE TESTING ONCE 100 GROUND SYSTEM HIS A OUNFlED 1NNNDIML. 0711121110 THE FALL Of POTENTIAL ME0I00. SHOULD PERFORM INE TEST. THE REPORT MEL SNOW THE LOCATION OF 110E TEST N0 COWAN NO LESS THAN B TEST POINTS MANE THE TE501W LINE GRAPHED OUT TO SHOW THE PLATFAM. 2. 2 -POINT GROUND TEST 0R 5 -PNM 525 TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SMALL BE PERFORMED WHILE THE COUNTERPOISE I5 ISOLATED FROM THE 0/0 SYS1EAI GRIDS No 06050 COUML41C.010M5 FACILITY. THE INFORMATION CONTANGO N THIS SET Of CONSTRUCTION 0000MENI5 6 PROPRIETARY BY NATURE ANY L6E 0R 06CLOSURE OTHER TWO/ TKO WHICH RELATES TO CARRIER SERVICES 15 STRICTLY PROHIBITED. at&t mobility WESTOWEN COMMUNICATIONS REVISIONS DOE W INN 61.1.41 PCO MEN IN/18 RR NOT FAIN CONSBOCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE 5CN0M11C CROUNNAO PIAN SHEET NUMBER E-1 NOT USED NOT USED NOT USED — NOT USED za .31; SCALE NOT TO sGALE 15 LE NOT TO SCALE z1•.Ds• m IS s 14 TI•+tr' sct: iior TO scGiiE�i ro :i>• ; iro?- rocAL�F 13 s1•oa' SCA.: NOT TO suLc 2 1'.17• SCALE: NOT TO SCALE NOT USEDj�' NOT USEDj' Co%NL RDwO NOR CWT ALL MECHANICCONNECtt16 WITH '00%' OR APPROVED EQUAL U9115E NaA¢TACHTO GROUND BAR ! INSTAL BY ANTENNA CONTRACTOR CONTRACTOR (GOWNS/TYPE-GL) O COPPER GRWND BAP. INSTALLED BY O �OFNERAL COMRACTOP n \ / \` V 0000 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 / u 2,. u PILO VERIFY D00 MINED CO COPPER WEE GDWflD /— GROUND BARE— 5Cµ[I T1•:11• SCALE: NOT TO BGALE 11 T1::19: 11 :11•;PLALE HF TO' 10 EE.. I ZZ LE� �IEE 11 i11' SCALE NOT TD SGIE NOT USED ISAWG FROM ANTENNA GROUND NIT 5y. WM. MU ` Y1 ry NNE r ii T%1/R%T WT (TTP.)ROORNG it GW% JULFER (rv.) GROUND XR LTw.) CONN CIPHWFlNG I 1 RB AWG NR (TTP.) SEE N015 2 IMil _7 N'' 1TE FROM TOWER HALO . .// 12 TO LONER TOWER BUS BM na T(Y 4% j t 1p' MAX. CCOOPPER GROUND ,-.A. WAIL ICE BRIOCE, TUGOR ON AMFNNA IONEIt —A —V— .e /—��--, e .. WUTNEAPRDDrun: NT =1C= I ''it 00 ( pO 00 0 OO DO 0 OO ` OO O p00 00 0� �'� 00 (SEE NOTE 2) GME GROUND NR I0 ANC STRANDED COPPER 0 WIRE (GROUNDED TO GROOM ND BAR). SEE NOTE 1 0 2 BL CAME CONNECTOR *TWO MDIE WG. ON ' GOTHERMIN WELD TO BE 2Z V I2 AWG ecx ro OR CARO SERINE GROUND OR GROUND RING �cROIRNo CONDUCTOR swnE BE ELNINATED WHEN BM= 1.00 NOT INSTALL GOLF GROUND NR ATA BEND AND ALWAYS DIRECT GROUND WIRE ODWII TO GROUND WP. 2.d CABLE %R SNCL BE TIM AND PART NUMBER AS SUPPLIED OP RECOMMENDED BY CABLE MANUFACTURER. O NGTHEN PROOFING SHALL BE TWO -PAR! TAPE 00, COLO SHRINK 5050. NOT BE USED. CABLE GROUND KIT CONNECTION , NBENNA CABLE I_ COPPER ANTENNA GROUND TO EOUeNEM P BAR, WITH INSULATORS. (� BONDED DIRECTLY TO TOP or ONOppLE OR VOUTT POLE WINS: 10 GRWND PING DO NOT INSTALL CABLE GROUND NR AT A BEND AND MWAYS DIRECT GROUND WIRE DO'MN 10 ANTENNA GROUND BAP. MOM? PROOFING SHALL 00 TWO-PART TAPE NR. COLD SHRINK SHALL NOT BE USED. GROUND CABLE CONNECTION _ GGROUND BARS AT BOTTOM OF TONERS/12051200125 SHALL ONLY USE EXOTHERMIC WELDS. GROUND WIRE CLEC RI BM B ELECTRICALLY BOWED TO STRUCTURMETAL E INSTALLATION I :ii' Fed IN:OT POM ° ii•31' MtNOT m s lJF i �j ii...- xCA.e NOTOT m SMALECALE '" Ini7: scALE. MI :IS 5 NOT USED'I NOT USE NOT USED ➢ELT*ffi 70S 1* A E_BG Cb1) DMZ_ 4 02(`% aik. ASCI. li mr NR DILLP.I 14 X1PF GI VI 'F ffiE_fI , \:.. =E TRI �le, IMESL CADWELD GROUNDING CONNECTIONSD LE MOT TO SCALE 4 11'11' MLLE NOT TO MI 21:M: SCALE NDT TD SCALE 3 11'.tT SLALF: HOT TD MI SCALE NOT TO SCALE 1 ft::;I: 11'K1T• EU NOT IS SCALE 21'.]0' $CKE NO ro SULE 2 1t• 1I' SCA F� xt)j_TO G F THE INFORMATION CONTAINED W THIS SET OF CONSTRUCTION DOCUMENTS 0 PROPRIETARY BY NATURE. AM USE OR 04CW5URE OTHER THAI THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROMBIIED. at&t mobility Wigs Off' COMMUNICATIONS REVISIONS wit OLscpnoM HMG ISSUED ram MO PM,/ DAWN IS ED EDP EGD RENEW wT FOR CONSTRUCTION UNLESS LABELER AS CONSTRICTION SET SHEET TITLE °ROMNO GETALS SHEET NUMBER E-2 SEATTLE CITY LIGHT WIRELESS ANTENNA INSTALLATION REQUIREMENTS 1151230 kV Steel Transmission Towers and Poles 1. Drawing Submittals 1.1. The drawings and all other submittals for each site shall include a reference to the tower number, SCL project number, and the local contact/project manager with a phone number. 1.2. The drawings shall contain a note that states that Seattle City Light (SCL) will install and maintain the antennas, coaxial cables and all other wireless equipment on all towers. 1.3. The drawings and analysis (see below) are to be signed and stamped by a Washington State licensed professional structural engineer or architect, depending on the type of drawing. 1.4. Drawings and shop drawings shall reflect assumptions and findings of analysis, and shall incorporate SCL comments. Drawings shall be sufficiently detailed for construction on towers by SCL crews, and to enable a Parts List to be created. Drawings shall be reviewed and accepted by SCL before construction is scheduled. 1.5. Drawings of the proposed installation, including shop and assembly drawings, shall be submitted as follows: 2 sets 11 x 17 paper copy with a corresponding PDF drawing file. 1.6. As built drawings shall include 1 set full size paper copy and l set I 1 x 17 paper copy with a corresponding PDF drawing file. 2. Structural Analysis. When required by SCL, a structural analysis shall include the following: 2.1. The structural model assumed in the structural analysis shall consider the "as -is" condition subjected to the structural loading conditions specified in the "Seattle City Light Transmission Line Design Criteria" and provided by SCL. The loading conditions include the National Electric. Safety Code (NESC) and other conditions. 2.2. A non-linear analysis shall be performed using "Tower" and "PLS -Pole" from Powerline Systems Inc. Complete analysis output files for the proposed installation are required. Analysis of the bolted connections is required. Electronic input files for computer analysis shall be submitted; files to include '*.BAK' files. 2.3. A detailed combined stress analysis shall be submitted for the tower member that supports the new wireless equipment mounts. Bending, axial, shear, torsional and any secondary stresses shall be considered, as appropriate. For tubular poles, a separate check for access ports is to be done. 2.4. A foundation analysis is required. The foundation analysis shall reflect local soil conditions, when known and available. 2.5. New bolts or replacement bolts are to be galvanized ASTM 325 type 0 or better. 2.6. Connections to the tower legs shall be made at the joints or immediately adjacent to the joints, see D-36038. For poles, clamping is preferred; chain -mounts are not acceptable. 2.7. The structural analysis report shall be stamped by a Washington State licensed professional structural engineer. This report shall be provided to SCL in 2 hardcopies and electronic PDF files. 2.8. For poles, non-linear analysis is mandated, and shall include P-delta/large deflection effects and secondary stresses due to structure deflection. Stability, and stresses at the critical levels along the pole shall be determined, presented in a 'stress usage' report. This includes connections for arms/insulators/braces (& guys). Loads are not to be directly modeled on the pole. SEATTLE CITY LIGHT WIRELESS ANTENNA INSTALLATION REQUIREMENTS 115/230 kV Steel Transmission Towers and Poles connections for arms/insulators/braces (& guys). Loads are not to be directly modeled on the pole. 2.9. Where pole replacement and guying is necessary due to inadequate strength/stability of the existing pole, deflections of the new pole/foundation shall be determined and the sag & clearance of connected spans should be checked. For dead-end, angle and tangent poles, top deflections should be limited to 1.5%, 2% and 8% respectively. 3. Fences 3.1. If a fence is to be placed around the antenna equipment, it shall be a wood or `plastic wood' fence, not a chain link fence. 4. Ground Resistance Tests, Plans and Reporting 4.1. After SCL's preliminary acceptance of a site for further study and design, but prior to the design, the applicant must test and provide a report on the soil resistivity in accordance with IEEE Std 81-1983, including the fall -of -potential method. 4.1.1. If the test shows the ground around the tower and the applicant's ground equipment meets the potential difference to be less than 5 ohms, no further testing or grounding design will be required. 4.1.2. If the test shows the ground resistance around the tower and the applicant's ground equipment does not meet the potential difference and is greater than 5 ohms, outlined in IEEE 80, the grounding system for the wireless equipment site needs to be designed and installed based on IEEE Std. 80, to reduce the ground resistance. 4.1.3. Before the installation, the grounding system plan along with the calculated ground resistance shall be submitted to Seattle City Light. If the calculated ground resistance meets our specification, the plan will be conditionally approved for installation. If it doesn't meet our specification, go to item 4.2.3. 4.2. After the grounding system has been installed, testing of ground resistance will be required in accordance with IEEE Std 81-1983, including the fall -of -potential method. 4.2.1. If testing using IEEE Std 81-1983 shows the ground resistance around the tower and equipment to be less than 5 ohm, no further testing or grounding design will be required. 4.2.2. If the test shows the ground around the applicant's ground equipment does not meet the potential difference outlined in IEEE 80, the grounding system for the cell equipment site needs to be increased, based on IEEE Std. 80, requiring equal potential for people touching the fence or equipment. The company must demonstrate that the site is safe using calculations in IEEE Std. 80, meeting the touch and step potential requirements. 4.2.3. If the applicant determines that this site is the "last resort" to meet its needs in the area, then the GRP study will be required, and the system needs to be built to meet the touch and step potential requirements. 2 ,i SEATTLE CITY LIGHT WIRELESS ANTENNA INSTALLATION REQUIREMENTS 115/230 kV Steel Transmission Towers and Poles To do the GPR study, the customer will notify SCL, and submit the GPR study request form including the GPR data request, and SCL will provide the system data for calculations required for the study and, design shall be in accordance with IEEE Std 80-2000. The study report shall include: 1. Earth Resistivity Test Report, 2. Earth Resistivity Analysis, 3. Overall Data used for the Calculation, 4. Grounding Calculation, 5. Safety Calculation, 6. Recommended Remedy. 4.3. All survey data shall be provided to Seattle City Light including distances between electrodes, system configuration, notes of any existing grounding, and the ground resistance measurements. 4.4. Due to the complexity of the system and serious worker safety issues regarding the grounding, the test and report must be certified by the signature and stamp of a Washington State licensed Professional Electrical Engineer. 5. Electric Distribution and Service 5.1. Electric distribution and service will be determined by the serving utility. 6. Antenna, Coaxial Wire and Equipment Attachments 6.1. No wireless antenna or equipment shall be installed above or between the electrical powerlines. 6.2. Only SCL lineworkers shall install or modify wireless equipment on towers and poles. 6.3. Non-destructive connections are required for new attachments. No drilling or welding will be allowed. Any exceptions require written SCL authorization. 6.4. There shall be no attachment of any kind to the climbing legs of towers. 6.5. Clear distance requirements: 6.5.1. All wireless equipment shall be installed 10 vertical feet (min.) from 115kV conductors and 12 vertical feet (min.) from 230kV conductors, see drawing D- 36038. 6.6. Coaxial cable shall be attached as shown on D-36038. Cables are generally to be supported by strapping or suitable means on the inside of the tower leg between joints to reduce wind loading and torsion. 7. Landscaping 7.1. SCL's Right of Way Use Policy limits all vegetation to a height of 12 feet. All vegetation selected shall not exceed 12 feet in height at maturity. Vegetation that exceeds 12 feet in height shall be brought into compliance by City Light either by trimming or removal at the expense of the licensee of the right of way. 7.2. No vegetation under transmission towers will be placed within 18 inches of the tower legs or so close to the climbing leg that the vegetation would interfere with City Light crews' ability to climb the tower for operations or maintenance. No vegetation outside the transmission towers will be placed within 10 feet of the tower legs. 7.3. No pesticides shall be used on the right of way. 3 SEATTLE CITY LIGHT WIRELESS ANTENNA INSTALLATION REQUIREMENTS 115/230 kV Steel Transmission Towers and Poles Approved: Date: Bob Risch, P.E. Electrical Power Systems Engineer Approved: Date: Iry Ogi, P.E. Supervising Civil Engineer 4 (WE IND Transmission iae 1/i t'i Tower No, } / S'urvcy Na_ �+�ry L :Station`` Exteosiotw. TowetDrawingNo_ ; - y ,417 3 ?9.� 'Extensions Footing Type " Maps '" -Stringing ` 5KAGI'T. TQANSM%S51ON LINE - B-- 0u /144 DU °139 1,1 412 4-70 BK TOWER NO. N- Iq STATION. G2+83`Ali ,, kL1 0 Kik NE ANGLE._-- 4" 45' Off" -------- -- TOWER HEIGHT TO LOWEST ARM. 50 BODY TYPE. C IYWG. NO. CE I rpTD-95 AMS TYPE C- G D'W`G. NO. CE 1 Booty EXT, - 20' DWG No. c.- 5,M. -9.9_ eV Pi' _ _r INSULATOR ASSEMBLY-- 6 TYPED 3 Pu _.poJBLE STRING OF. I6 UNITS. TOTALNUMBEROF•J {ITS ONTt ER._ Z_? ASSEMP5LV DETAILS - DWW G. NOS.^ rT D - I00g8__-- ti \ GROUND WIRE PEAK- o" DWG No. -4__C4 R.P. ELEV g.3. _ M -Y g42 lyo te. rA CtRADL 7.30 •1 \ 0 Itii it- GRADE_17.3° i oFF5ET 1,6., 5.5' % R,P. ELEV._ 8.15_77:00 ° ER -° R. P ELEV. 3_&L , ,00 ATE EVRC_E78 . _ tio \ rel/ f 4.g ELEV._MO 1Q '4 0 \ 3. ELEV. 6.M.EL1iV._ - _ --- _ GRADE 17.30 181 _$moo - ]RADE, 17.30 --------------------- OTE: ELEVATIONS ARE AT SUl2.7AGE OF GIVEN FOR W0121 .ANG POINTS OF FOOTINGS. k GROUND. R.PE.LE.V-9..Q5_ GRADES ARE No. E`,CTEN S t+oN S. FOO -T l ty G S . LENGTH D'W'G. NO. FOUNDATION TYPE DWG. No. REMA.VMS. i 35 CV `% 5o,/ n1ID- EARTH RCE CFEJ D -t, h1T'I EXTENDE.D CONC. PEDESTAL TD- I0161 Z 35 ., ,i RCE It t. 11 11 3 35 1. ,. R CE If 0 1. .. 4 35 IS `l RCE " II IS li CITV OF SEATTLE LI GHTING DEPARTMENT. PAUL. J RAV E .Supt. SKAGIT TRANSMISSION LINE -E,- -TOWER ERECTIoN Pt-A.m. SCALE,- run' To SCALE. DATE- 6/2 -47,575 -- 02.6Y. 'MEN.- C yt- ' APP'D.BY- TOWE.R NO. N-161 D`W`G.NO. M-1070 N CC TOWERS DROP BRACKET DETAILS DOUBLE CIRCUIT TRANSMISSION LINE BETHLEHEM PACIFIC COAST STEEL CORPORATION SOUTH SAN FRANCISCO FABRICATING WORKS ASTM STEEL STENCIL MARKS MINIMUM EWE DISTANCES. IN EXCESS STEEL CORPORATION SAN FRANCISCO FARRICATING WORKS ROOF INSTANCES,. BEThWIIM PACIFIC (OAST STEEL (ORPORAIION SAN FRANCISCO WORKS Frarned BETHLEHEM COAST STEEL CORPORATION SAN FRANCISCO FAIIRICATIN%, NOTES STEM BETHLEHEM PACIFIC COAST SIM CORPORATION NOIES-.1 pl.0. MINIMUM ME DISTANCES:- ISTANCES, SVM SAN FRANCISCO RANI/GATING 0.0005 MINIMUM . 29_9 e_ _0 3 931E ei O K2 iiiii.:MION NN FJ /f / IL NNE 'OCL�� 1'e,`7.'® 1(" O : k•4411 1 0 /l 09 ,4;'. q ti� ��r4_.Ik l ��1 IIv. ic 23 .. A..lit....0...aal iPti ji, ' 0 1 in1 Xi 1 r iiiPlikM7. r_. 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O..R.R- Ara //la 6./eaners arra' Se-ATTIE-OL.SrA•nw»•r00-10srl'I/ive Ne z..A.r/Jc/ Sa //t;Gr./ _ `f -4.- - ,vi^d, e�,A,a BEfBIEBEM PUNK COAST STEEL CORPORATION SONN SAN NIANOISOO FM0.N:AlING WORKS HOLES -1 D_ MWIO-S-S &.TANCEia ROLTS.�Rbm Paled--�LSAe.nd- / l6— CWS 4r..A.n•..1.” R.mwd fid, y���Z- c.EIa.1 .— .'at. FRAImd.trfI.MOESS.SRAJ m.o..I. .I.*6 of Je.. SP — NYae '9.N ib D e1 54 e% eeqiµM dd "."' CONTRACT .RAWIN6 rL ms-af �/dypd .. N.... NMEER-_€Z lag I NOMBFA_`C� MTD I07 15.31e`1.:), [ O =Lem ss=sniffs.-.•• RI MEW° _moi=_�ii11�••_+ M M MN somi Mil*builds= lilMENY11110Y1WS1 eY � ay N / 0 M. ,.,_&B9TTom ceoss Arms 111 ii N 0r t 4. -' 14a1 — ►.,1 �I � N� . v_m_ ,. u' a mem III' 3 3' 3 6 3 N-ir■ 1 � enumilli ammo! EffiP _moi=_�ii11�••_+ M M MN 1111/1111/ Mil*builds= lilMENY11110Y1WS1 eY NSP 0 Cl=o A...,,,si 111 ii ME= ., ted ._ . 2,36E ® =mss 2..44.a %I CI +_ htS2ae� 2 2(V 2 le MAL. 12 4p.1.1,1SH y V11 ALK 4 •1/ RE. ueG0 FoC ONE STeVCTUG De Teo.. Crossa nue, E n1aA9N 6 MACK Neral Oeec..o..oN Nei MPWIC Gla 2 Cress ANNl�_ Cyg_ c81 G22 C33 2 GA4 ..SES CI% 6 NL 9. OFSCY/aii /}2g (y T,(. 40oF$ G % 2 FARMl G Z5 3 G1! fadf.a.£�k, ho/ed. h C. 2 M'•kro E 2 AnS.Es D na9HAtg GSY SSE. C69 CTn Gay CBC. 2 T_ Z C'11 012 013 2 Goo 2 ICAres C-.3 iows massa. ASTM. • • . #.441 ✓3'tM f�OK OO1/&JGNU/T/.P4 .M$5/4Y(/NF (/Y✓Of.3FATTIE•OEf3AQTM.�}l? (/d#TING AEWEN PACIFIC (OW 31� fORPORAiIOM OOUTH SAN NIANCtS0O .VI11CAII0.5 VIONIM cul k--- 0 9rr ersi . paw_ MTD IO , + r,G® ou z (lnrIIIICA.w.. ti .ue a`*ta''-Y"_' _.Y<_ '. —„,F=. <yIr .Ls t° B7.Lz.7.'ic.•Yri c-® Va • 1q 2 /,, 1y-..,. MTD 1.09 NOTES STEAL BSTILOICM PACING COAST HER CORPORATION SOUTH SAN FRANCISCO FABRICATING WORKS LEVEL &TEN. NOTES STEEL TYPE C 20.9 -LEVEL EXTENSION 0 0/APE. DOUBLE LINE Cn-Y op 5E4TtLEOEPT,Of LIGHTING BETHLEHEM PACIFIC COAST STEEL CORPORATION SOUTH SAN FRANCISCO FAIMICATINO WOWS COMPACT MINIS.1 WEDS DISTANCE TYPP "C. TO WeR BETHLEHEM PUNK COAST SIM CORPORATION SAN FRANCISCO FARRICATING WORKS NOTES STEEL BETHLEHEM PAQFlC (OAST STEEL CORPORATION SAN FRANCISCO FABRICATING WORKS 117 (053, SPECIFICATION for GALVANIZED S'P ••EL TRANENISSION TO EPS 11,0 SCOPE The towers furnished/under this specifics ion will be used to construct a double -circuit, 115-kv"transmission line, from Bothell Substation to the - northerly boundary of .Ling County, a distance of approximately 7.5 miles, ana to construct a portion of a double -circuit, 230-kv transmission line in the vicinity of the Duwama.sh Substation in Seattle, a line length of approximately 1.5 miles. D — r h The detailed tower recquirement is given in the bid schennl es appearing elsewhere in this specification. 1. GENMAL SPECIIIICATiONS MATT .L 1.1 Structural Steel Structural steel shpt i conform to the requirements of ASSA Specifications A7 -49T, "Steel for Bridges and Buildings". 1,3 Bolt Steel Bolt steel shall conform to the requirements of AS'LIN2 Specifica- tion pecifica-tion A7 -49T, "Steel for Bridges and Buildings". Nut steel may be commercial grade bolt and rivet steel having en ultimate strength of 50,000 to 55,000 pounds per square inch. 1.4 Tolerances The following mill tolerances shall apply to all material used in this work: ROLLMG TOLERANCES FOR ANGLES Specified Length Variation from Length of of Leg Leg for all Thicknesses Variations from. Thickness for Thicknesses Given Over or Under Over Under To 3/16" Over 3/16" to Over Incl. 3/8" Incl. 3/8" To 1" Incl.•. Over 1" to 2" Incl. 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Az,. _., z _ rrr . ----1 EL EVATInti ":„TS-%;,,,tf.°L1-.. ,,,. ,,, ,„,.',:F.,t7::: - L. a k./OiJi / i.,.......- ...-0 • ..., c.,.....0=. ..• 0...0. ,....0. ...0 1 1-'i7iiri-i-4..°7 ......rsL. t -.4...._:..,•_e`?...... A': '','.?-7,y.• j Pi.!F." ,,t4..- .44. _„,,,f,,.z.iL.,..,,,,,,, _ ._ 1 ..E -7.-A7 .41........„5,,,,...... ,..11..._ _,,,,,..,-.,,,,,,,..,,:;qajk.:4- NOTC:- -04/5 0./6. 171.1G.RCEDF.S DWG. TO -10158 r,1=-_-,qj._11 I -,11,, E1: I'I 721 - -7 11- -11.., ---11iI -1 gT H - - ' irI_-0,lI r.i. hl -I i44• 1 _4'1,,;i,'4",.,i1.:!i ,--1 - ' I 1 I I_I r, 17re=i 1-, _ f;r,_l,,iL1,v. _ ._,"!i- .-=-111; -n1I,[,-- ,_-_-_9 ,-,,1,1 __:., F ---- -rE, -' -i- -- I - '4 =i0 c 1 .. 1 1 NOTINGDEPARTMEN_c. 1--_,I•_1 11 ,,LI_I I 1 —_ __.nt.L --1---.3 Iu .T S1T4M,0 -_ 1 -_-- 11IT 1 1 1 P" 1 ,IILI 1 1_1_ 1_._61z..„1p1,,. I—_ —_ I- -, OIS1W.SLI.MIE1O,PP4NA3 L3KTLErVICWr.TEA38.R3. 'LNINION..iNEg, i— _--- „LutdI— —.„,-.. :—..,., -"LI cc -N.- f — zr' aSiEC. D -L7 SZCC. z -e. ,,..1., 4.141. •-...-. WIty, ,,,, - - C , AL C I, ,- c.c,,,,, .., .116G: 4e.••• W.,- ... - 1 TD- 10161 .."--- 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 10710 West Marginal Way S., Tukwila, WA 98168 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. ss r,FcrivFn OCT 282014 EXECUTED at (city), U/4 (state), on 10 t e- 1 (P2 1 6(1V1 41 / ea( -$e (Address) R06-615-( (Signature) On this day pers,9tivijyiemeared before me -e, 06 IV rlr/ el to me known to be the individual who executed t `q:Y'<} plD Jftvent and acknowledged that he she signed the same as his/her voluntary act and deed for the uses and purposeVegt is SUBSEIA$ A WORN 1- ( EFORE ME ON THIS / D, OF 3 its : . ti NOT? RY ' 1BLIC in nd for thfe State of Washington • da. O.•dam: residing at (M GU'(,t D`t Mill ',,01 ••Pr. 30,..:, • ,• ,,44•........ *5,,, 3' /02C ur My Commission expires on q / i hhiiiiii t ' \\deptstore\City Common \Teri\Revisions In Progress\Wireless Communication Facility-Jan2011.docx ,20l ("/ 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 APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. ✓ 1. Application Checklist (1 copy) indicating items submitted with application. ✓ 2. Completed Application Form and drawings (5 copies). ✓ 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8 1/2" x 11". Plans shall be no greater than 24" x 36". 4. Application Fee: See Land Use Fee Schedule. ✓ 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). NA 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. ✓ 8. Sensitive Area studies and proposed mitigation (if required). NA 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: NA 10. Four sets of photo simulations that depict the existing and proposed view of the proposed facility; NA 11. Materials board for the screening material; NA 12. Landscaping plan; NA 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; NA 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 applicant shall provide detailed discussion on why the wireless communication facility cannot be located within a commercial or industrial zone. \\deptstore\City Common\Teri\Revisions In Progress\Wireless Communication Facility-Jan20l I.docx ♦L Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning If the application requires a Type 3 review these additional items are needed: NA 15. A narrative responding to the criteria at TMC Section 18.58.060. NA 16. The radio frequency engineer report X11 include a discussion of the information required under TMC Section 18.58.070. The report shall also explain why a tower must be used instead of any of the other location options outlined in Table A. NA 17. Engineering Plans for the proposed tower. NA 18. A vicinity map depicting the proposed extent of the service area. NA 19. A graphic simulation showing the appearance of the proposed tower and ancillary structures and ancillary facilities from five points within the impacted vicinity. Such points are to be mutually agreed upon by the Director of DCD and applicant. All plans and photo simulations shall include the maximum build -out of the proposed facility. NA 20. Evidence of compliance with Federal Aviation Administration (FAA) standards for height and lighting and certificates of compliance from all affected agencies. NA 21. Evidence that the tower has been designed to meet the minimum structural standards for wireless communication facilities for a minimum of three providers of voice, video or data transmission services, including the applicant, and including a description of the number and types of antennas the tower can accommodate. PUBLIC NOTICE MATERIALS: NA 22. Payment of notice board fee (see Land Use Fee schedule) to FastSigns Tukwila OR provide a 4' x 4' public notice board on site within 14 days of the Department determining that a complete application has been received (see Public Notice Sign Specifications Handout). NA 23. Pay the fee as established by the Land Use Fee Schedule for generating mailing labels; OR provide an excel spreadsheet of mailing labels for all property owners and tenants (residents and businesses) within 500 feet of the subject property. Each unit in multiple family buildings e.g. apartments, condos, trailer parks --must be included. Once your project is assigned to a planner, you will be required to provide an electronic copy of the mailing label spreadsheet in the following format: Name, Street Address, City St Zip, with each of these fields as an individual column: Name Street Address City, St, Zip Mr. Smith 1234 Park Ave S Tukwila WA 98188 PLEASE NOTE: Regardless of whether you pay the City to generate the mailing labels or you provide them, there is an additional fee for postage and material as listed under Public Notice Mailing Fee on the Land Use Fee Schedule. Payment of this fee is due prior to issuance of the decision and you will receive a separate bill for this fee. NA 24. If providing own labels, include King County Assessor's map(s) which shows the location of each property within 500 ft. of the subject lot. Udeptstore\City Common\Teri\Revisions In Progress\Wireless Communication Fac. lity-Jan201 l.docx CITY OF TUKWILA WIRELESS TELE - Department of Community Developmetilc() 6300 Southcenter Boulevard, Tukwila, WA 98188 COMMUNICATION Telephone: (206) 431-3670 DL 1 .- 8 :14 FACILITIES lit— J!_i JI e . .• APPLICATION FOR STAFF USE ONLY Permits Plus Type: P WIRE Planner: File Number: Li w C o Application Complete Date: Project File Number: L / L/ .46 ( / Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: WA158 Roxbury BRIEF DESCRIPTION OF PROJECT: Modification of an ex. wireless communication facility CIRCLE TYPE - CTYPED TYPE 2 TYPE 3 (PUBLIC HEARING NOTICE RQD) LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 10710 West Marginal Way S, Tukwila, WA 98168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0423049130 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: Gibran Hashmi - Land Use Specialist - Pacific Telecom Services Address: 560 2nd Ave, Suite #210, Seattle, WA 98104 Phone: (206) 372-1850 E-mail: ghashmiswa.c Signature: FAX: Date: 10/28/2014 \\deptstore\City Common\Teri\Revisions In Progress\Wireless Communication Facility-Jan201 1.docx PROJECT INFORMATION PROJECT DESCRIPTION: AT&T PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY REMOVING (3) EXISTING ANTENNAS (1 PER SECTOR) AND ADDING (6) PANEL ANTENNAS (2 PER SECTOR) ON AN EXISTING 156'-8- AGL LATTICE TOWER. AT&T ALSO PROPOSES TO INSTALL (9) RRH UNITS AND (1) SURGE SUPPRESSION UNIT MOUNTED ON AN EXISTING H -FRAME, AND (1) NEW LTE EQUIPMENT CABINET WITHIN AN EXISTING FENCED EQUIPMENT AREA. APPLICANT - AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND. WA 98052 CODE INFORMATION; ZONING CLASSIFICATION: MIC/H BUILDING CODE: 2012 IBC CONSTRUCTION TYPE: IIB OCCUPANCY: 5-2 JURISDICTION: CITY OF TUKWILA CURRENT USE: UNMANNED TELECOM FACIUTY PROPOSED USE: UNMANNED TELECOM FACIUTY SITE LOCATION: (BASED ON NAD 83). LATITUDE: 47 30' 23.5' N (47.5065) LONGITUDE: 122' 17' 58.4' W (122.2995) TOP OF STRUCTURE AGL 156'-8" BASE OF STRUCTURE AMSL: 18.251' PARCEL NUMBER(S)' 0423049130 GENERAL INFORMATION; 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY & TOWER OWNER. CITY OF SEATTLE SEATTLE CITY UGHT REAL ESTATE SERVICES 700 5TH AVE, SUITE 3000 SEATTLE, WA 98104 CONTACT: DOUG HABERMAN PH: (206) 733-9138 SEATTLE CITY UGHT TOWER: SCL PM# 230404-4-601, TRANSMISSION TOWER # DU 0/34 PROJECT LEAD. WESTOWER COMMUNICATIONS 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA CONTACT: ANGIE PRETTY PH: (425) 941-5941 SITE ACQUISITION: PACIFIC TELECOM SERVICES, LLC 506 2ND AVENUE. SUITE 210 SEATTLE, WA 98056 CONTACT: JOSH ROBERTS PH: (206) 342-6383 CONSTRUCTION MANAGER. WESTOWER COMMUNICATIONS 7525 SE 24TH STREET MERCER ISLAND, WA CONTACT: STEVEN EVENSON PH: (425) 301-4633 PROJECT TEAM PROJECT ARCHITECT THOMAS R. HOLLAND, AIA PACIFIC TELECOM SERVICES, LLC 506 SECOND AVE. SUITE 210 SEATTLE, WA 98104 CONTACT: ZACHARY NESGODA PH: (206) 342-6383 EMAIL: ZNESGODACIPTSWA.COM PROJECT CONSULTANT WESTOWER COMMUNICATIONS 7525 SE 24TH ST., STE 500 MERCER ISLAND. WA 98048 at&t mobility ROXBURY WA158 10710 WEST MARGINAL WAY S TUKWILA, WA 98168 L/S/-'C° r VICINITY MAP 5 N Grocers a 5 10flh St 5 10715 51 N (Cl Rainier Got( and Country Club 0 5. S111thIN S 1170 51 r, QP 7 0 u Riverside Residences - U1 1WAhr1;h SBOE a., Horizon Ford Truck Center S 11215 St rf DRIVING DIRECTIONS START FROM AT&T REGIONAL OFFICE (REDMOND. WA): 1. HEAD EAST ON NE 72ND WAY TOWARD 164TH AVE NE 144 FT 2. TAKE THE 1ST RIGHT ONTO 164TH AVE NE 203 FT 3. TURN RIGHT ONTO BEAR CREEK PKWY 0.3 M 4. TURN LEFT ONTO LEARY WAY NE 0.3 M 5. TAKE THE RAMP ONTO WA -520 W 5.0 M 6. TAKE THE INTERSTATE 405 S EXIT TOWARD RENTON 0.2 M 7. MERGE ONTO 1-405 S 14.5 M 8. TAKE THE INTERSTATE 5 N EXIT TOWARD SEATTLE 0.4 M 9. MERGE ONTO 1-5 N 1.0 M 10. TAKE EXIT 156 FOR WASHINGTON 599 N TOWARD TUKWILA 0.4 M 11. KEEP LEFT TO CONTINUE ON WA -599 N 1.6 M 12. CONTINUE ONTO WA -99 N 0.7 M 13. TAKE THE EXIT TOWARD W MARGINAL PL SOUTH 0.1 M 14. TURN RIGHT ONTO 27TH AVE S 0.2 M APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: 08/09/14 ISSUED FOR FCD REVIEW LANDLORD: 1 10/23/14 RF MANAGER: ZLN SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: LABELED AS CONSTRUCTION SET COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED DRAWING INDEX SHEET DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES G-2 GENERAL NOTES & SYMBOLS A-1 SITE PLAN A-2 EXISTING & PROPOSED EQUIPMENT PLAN A-3 EXISTING & PROPOSED ANTENNA PLAN A-4 EXISTING & PROPOSED SOUTHEAST ELEVATION A-5 EQUIPMENT & CONSTRUCTION DETAILS RF -1 ANTENNA CONFIGURATIONS RF -2 RF & EQUIPMENT DETAILS E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. FINAL CONSTRUCTION DRAWINGS 10-23-2014 RFDS V3.2 09/19/2014 LEGAL DESCRIPTION C OF S TRANS LN R/W OVER GL 4 & 5 TGW SE 1/4 LESS ST HWY TGW 250 FT R/W OVER TRACT 55 OF MOORES FIVE -ACRE TRACTS & VAC G FRAIEGER RD LESS ST HWY ABBREVIATIONS A/C AIR CONDITIONING AGL ABOVE GROUND LEVEL APPROX APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG CEIUNG CLR COAX CONC CONST CONT DBL DIA DIAG DN DET DWG EA ELEV ELEC EQ EQUIP EXT FIN FLUOR FLR FT FRP CLEAR COAXIAL CABLE CONCRETE CONSTRUCTION CONTINUOUS DOUBLE DIAMETER DIAGONAL DOWN DETAIL DRAWING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FINISH FLUORESCENT FLOOR FOOT FIBER -REINFORCED POLYMER GA GAUGE GALV GALVANIZED GC CPS GRND HORZ HR HT HVAC D N NFO NSUL NT BC LBS LMU LTE MAX MECH MTL MFR MGR MIN MISC NA NIC NTS GENERAL CONTRACTOR GLOBAL POSITIONING SYSTEM GROUND HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING NSIDE DIAMETER NCH NFORMATION NSULATION NTERIOR NTERNATIONAL BUILDING CODE POUNDS LOCATION MEASUREMENT UNIT LONG TERM EVOLUTION MAXIMUM MECHANICAL METAL MANUFACTURER MANAGER MINIMUM MISCELLANEOUS NOT APPUCABLE NOT IN CONTRACT NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PLYWD PLYWOOD PROJ PROJECT PROP PROPERTY PT PRESSURE TREATED REQ REQUIRED RF RADIO FREQUENCY RM ROOM RO ROUGH OPENING RRH REMOTE RADIO HEAD RRU REMOTE RADIO UNIT SHT SHEET SIM SIMILAR SPEC SPECIFICATION SF SQUARE FOOT SS STAINLESS STEEL STL STEEL STRUCT STRUCTURAL STD STANDARD SUSP SUSPENDED THRU TMA TNNG TYP THROUGH TOWER MOUNTED AMPUFIER TINNED TYPICAL UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W W/O WP WITH WITHOUT WATER PROOF THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY By NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WESTOWER' COMMUNICATIONS PACIFIC TELECOM SERVICES, LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN.02-18-15 ROXBURY REVISIONS NO. DATE DESCRIPTION INITIAL A 04/18/14 ISSUED FOR PCD REVIEW W 0 08/09/14 ISSUED FOR FCD REVIEW KB 1 10/23/14 ISSUED FOR FCD RENEW ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS, PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT UMRED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF ARCHITECT AND NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY ARCHITECT AND NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS. CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 3. THE ARCHITECTS/ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE NETWORK CARRIER PROJECT SCOPE AND THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 4. DRAWINGS ARE NOT TO BE SCALED DUE TO DISTORTIONS RESULTING FROM MULTIPLE REPROGRAPHIC COPIES. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALES SHOWN ON PLANS. 5. OWNER, CONTRACTOR, AND NETWORK CARRIER REPRESENTATIVE SHALL REVIEW AND CONFIRM THAT PROJECT SCOPE, DESIGN INTENT AND UTILITY COORDINATION ITEMS ARE INCLUDED IN THE DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 6. THE CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION FROM NETWORK CARRIER REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 7. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS OR TENANTS. 6• THE CONTRACTOR SHALL PROVIDE NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING NETWORK CARRIER AS ADDITIONAL INSURED, AND PROVIDE NETWORK CARRIER PROOF OF UCENSE(S) INCLUDING PE & PO INSURANCE. 9. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 11. ALL WORK PERFORMED ON THE PROJECT ALONG WITH ALL MATERIALS INSTALLED, SHALL COMPLY IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL LIKEWISE ISSUE NOTICE TO ALL SUB -CONTRACTORS THAT THEY SHALL COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPALITY, UTILITY COMPANY AND LOCAL/STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 12. A COPY OF THE GOVERNING AGENCY ISSUED AND APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE AT THE JOB SITE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY THE NETWORK CARRIER CONSTRUCTION PROJECT MANAGER WITH A COPY OF ALL REVISIONS, ADDENDA, AND/OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 13. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 14. THE CONTRACTOR SHALL STUDY THE STRUCTURAL. ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE JOB SITE WHILE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 16. THE CONTRACTOR HAS THE RESPONSIBIUTY OF LOCATING ALL EXISTING URUTIES SHOWN OR NOT SHOWN ON THE PLANS, ALONG WITH PROTECTING THEM FROM DAMAGE. THE CONTRACTOR AND SUBCONTRACTOR SHALL BEAR THE EXPENSES OF REPAIR AND/OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE RESULTING FROM OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 17. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 18. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND/OR PUBUSHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 19. WHEN ROOF TOP OR TOP FLOOR DECK TEMPORARY STAGING IS REQUIRED, MATERIALS SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED UNE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND/OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE DOESN'T HAVE THE DESIGN STRENGTH FOR ADDITIONAL LOADING. 20. SEAL ALL PENETRATIONS WITHIN FIRE -RATED AREAS WITH U.L. USTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THE SUBJECT FACILITY AND OR PROJECT SITE. 21. BUILDING INSPECTORS AND/OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GROUND DISTURBANCE, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 22. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 23. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ADJACENT TO THE PROPERTY. 24. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION DISPOSING OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 25. NEW CONSTRUCTION INSTALLED ADJACENT EXISTING BUILDINGS OR CONSTRUCTION SHALL ARCHITECTURALLY MATCH THE EXISTING IN TERMS OF COLOR, TEXTURE, FINISH MATERIALS, ETC., EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 26. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND/OR OTHER ANCHORAGE DEVICES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND CODE COMPLIANT INSTALLATION. Y7. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING INSTALLATIONS THAT ARE CONSTRUCTED LEVEL. ERECT, EVENLY ALIGNED, PLUMB AND TRUE BASED ON THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL COMPARE EXISTING CONDITIONS WITH THE PROPOSED DESIGN PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES OR INCONSISTENCIES TO THE NETWORK CARRIER'S REPRESENTATIVE AND FURTHER TO THE A&E SUCH THAT THE NEW INSTALLATION WILL LIKEWISE BE LEVEL, ERECT, EVENLY ALIGNED. PLUMB AND TRUE. ARCHITECT AND NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 28. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 29. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND/OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 30. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT STORE OR STAGE MATERIALS ON PUBUC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 31. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN ALL CONDITIONS UNLESS ILLUSTRATED AND NOTED OTHERWISE. 32. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE PREPARED PROPERLY BY THE WORK OF OTHER TRADES. 33. ALL DEBRIS AND REFUSE SHALL BE REMOVED FROM THE PROJECT PREMISES AND LEFT IN A CLEAN SWEPT CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 34. NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND/OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND/OR EQUIPMENT UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR/SUBCONTRACTOR IN WRITTEN FORM. 35. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTIUTY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 36. WHEN APPUCABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR R.O.W. AND/OR PRIVATE PROPERTY LOCATES BASED ON SPECIFIC SITE REQUIREMENTS. 37. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION AS APPUCABLE. 38. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO NETWORK CARRIER'S REPRESENTATIVE ALONG WITH REDLINED CONSTRUCTION SET. 39. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDUNING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDUNED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 40. CONTRACTOR SHALL COORDINATE AND SEEK APPROVAL OF ALL POWER DRAW, INSTALLATION AND/OR MODIFICATIONS WITH POWER COMPANY, OWNER AND JURISDICTION AS REQUIRED. CONTRACTOR SHALL REPORT POWER INSTALLATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 41. ANY SUBSTITUTIONS OF MATERIALS AND/OR EQUIPMENT. MUST BE APPROVED BY NETWORK CARRIER CONSTRUCTION MANAGER. 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND/OR IMPROPER MATERIALS. DAMAGED GOODS, AND/OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPLETE ACCEPTING UNDER THIS CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. EXCEPTION: THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 43. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND AU. TIMES DURING THE CONSTRUCTION OF THE PROJECT. 44. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND/OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT (UNLESS OTHER ARRANGEMENTS HAVE BEEN MADE) AND MAKE FINAL PAYMENT FOR SAID DOCUMENT(S). 45. NETWORK CARRIER'S REPRESENTATIVE SHALL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. NETWORK CARRIER'S REPRESENTATIVE PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 46. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY NETWORK CARRIER. 47. CONTRACTOR SHALL PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 48. CONTRACTOR SHALL PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 49, CONTRACTOR SHALL REPLACE EXISTING LANDSCAPE VEGETATION DAMAGED DUE TO CONSTRUCTION ACTIVITIES, AND REPAIR, RESTORE AND MODIFY EXISTING IRRIGATION UNES IF NECESSARY TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 50. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER TO OBTAIN CONTACT INFORMATION AND UTIUZE THE EXISTING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY ENSURING 100% MOISTURE PROTECTION. 51. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER/FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK OR FLATHEAD FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 52. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND/OR ANTENNA FRAMES WHERE ANCHORING TO AN EXISTING CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SETS HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 53. CONTRACTOR SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABUNG TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPUCABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 54. CONTRACTOR SHALL OBTAIN, REVIEW AND EXECUTE ALL NETWORK CARRIER CONSTRUCTION STANDARDS (MOST RECENT REVISION) AS A PART OF THIS BID AND CONSTRUCTION PROJECT. 55. CONTRACTOR SHALL BE RESPONSIBLE TO SET ELECTRONIC TILTS FOR NEWLY INSTALLED ANTENNAS UNDER THE CONDITION THAT THE CONTRACTOR OBTAIN THE MOST RECENT COPY OF THE RF TILT INFORMATION SUCH THAT THE ACCURATE CONTROLLER CAN BE ORDERED AND INSTALLED. 56. A STRUCTURAL ANALYSIS SHALL BE COMPLETED AND SUBMITTED TO THE NETWORK CARRIER REPRESENTATIVE AND CONTRACTOR DEMONSTRATING CAPACITY AT THE EXACT LOCATION OF EXISTING CONDITIONS TO SUSTAIN ADDITIONAL HEAVY BATTERY CABINETS OR OTHER OUT OF SCOPE EQUIPMENT. 57. THE CONTRACTOR SHALL PROVIDE MATERIALS LIST (BOM) TO THE NETWORK CARRIER REPRESENTATIVE PRIOR TO CONSTRUCTION. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WFsi rowER COMMUNICATIONS -rte PACIFIC TELECOM SEIIVICCS, LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02.18&15 ROXBURY REVISIONS NO. DATE DESCRIPTION INITIAL A 04/1E/14 ISSUED FOR PCD REVIEW AF 0 06/09/14 ISSUED FOR FCD REVIEW KB 1 10/23/14 ISSUED FOR FCD REVIEW ZEN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER CSI DESIGN CRITERIA: 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2012 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2012 IBC) 2. DESIGN LOADS. DESIGN DATA FOR CITY OF TUKWILA. WA 96168 - ROOF SNOW LOAD - BASIC WIND SPEED - WIND EXPOSURE - SEISMIC ZONE N/A (NOT A ROOFTOP SOLUTION) 110 MPH (PER 2012 IBC) C D CONCRETE NOTES (WHEN APPLICABLE): 1. CONCRETE SHALL BE MIXED, PROPORTIONED. CONVEYED AND PLACED IN ACCORDANCE WITH IBC SECTION 1905, 1906 AND ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A 28 -DAY STRENGTH OF fc=2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS 2. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618 TOTAL AIR CONTENT FOR FROST -RESISTANT CONCRETE SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE EXPOSED CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2,500 PSI. NO SPECIAL INSPECTION IS REQUIRED FOR 2,500 PSI INSTALLED SOLELY TO SATISFY EXPOSED CONCRETE REQUIREMENTS. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT Si), GRADE 60, fy=60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM 615, GRADE 60, fy=60,000 PSI. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315-92 AND 318-02 LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 40 BAR DIAMETERS OR 2'-0" MINIMUM PROVIDE CORNER BARS AT ALL WALL AND FOOTINGS INTERSECTIONS LAP CORNER BARS #5 AND SMALLER 40 BAR DIAMETERS OR 2'-O" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-02, CLASS B LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 5. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS FTGS & OTHER UNFORMED SURFACES CAST AGAINST & PERMANENTLY EXPOSED TO EARTH...3" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER)...2" FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER)...1 -1/2" COLUMN TIES OR SPIRALS AND BEAM STIRRUPS... 1-1/2" SLABS AND WALLS (INTERIOR FACE)...GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4' STRUCTURAL STEEL NOTES (WHEN APPLICABLE): ABBREVIATED ROOF TOP SAFETY PROCEDURES (WHEN APPLICABLE): 1. STRUCTURAL STEEL DESIGN, FABRICATION, & ERECTION SHALL BE BASED ON EITHER AISC-LRFD, AISC 355, OR AISC-HSS AND SECTION 2205 2 OF THE INTERNATIONAL BUILDING CODE 2. A EITHER AISC-LRFD, AISC 355, OR AISC-HSS & SECTION 2205.2 OF THE INrL BUILDING CODE B MARCH 7, 2000 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES, AMENDED AS NOTED IN THE CONTRACT DOCUMENTS AND BY THE DELETION OF PARAGRAPH 441 C SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. 3. WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A992, FY=50 KSI OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, Fy=36 KSI. STEEL PIPE SHALL CONFORM TO ASTM A-53, TYPE E OR S, GRADE B, Fy=35 KSI STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B, Fy=46KSI. CONNECTION BOLTS SHALL CONFORM TO ASTM A325. 4. ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS AND SHALL BE PERFORMED USING E70 XX ELECTRODES. ONLY PRE QUAUFIED WELDS (AS DEFINED BY A.W.S.) SHALL BE USED ALL COMPLETE JOINT PENETRATION GROOVE WELDS SHALL BE MADE WITH A FILLER MATERIAL THAT WAS A MINIMUM CVN TOUGHNESS OF 20 FT -LBS AT -20 DEGREES F, AS DETERMINED BY AWS CLASSIFICATION OR MANUFACTURER CERTIFICATION. WHEN APPLICABLE TOWER/POLE NOTES: ( ) 1. VERIFICATION THAT THE EXISTING APPUCABLE BUILDING, TOWER, POLE OR WATER TANK CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (I.E., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTMTIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY UNE. 4. SAFETY LINE SHALL BE MINIMUM '/e" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY UNE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2000 PUBUCATION REFERENCED OSHA REGULATION/STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER/ROOF TOP CONTRACTORS/SUBCONTRACTORS 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SPECIAL INSPECTIONS REQUIRED: SOILS COMPUANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 2,500 PSI (516 SACK MIX) AT 28 DAYS CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF THE RECORD SYMBOLS: E) GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE CENTERUNE PROPERTY/LEASE UNE MATCH LINE ------ WORK POINT GROUND CONDUCTOR T TELEPHONE CONDUIT E - ELECTRICAL CONDUIT A COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS GROUT OR PLASTER 0/H (E) BRICK (E) MASONRY CONCRETE I= 3 EARTH p-g7,Rc o 0- GRAVEL PLYWOOD --._f SAND WOOD CONTINUOUS [ WOOD BLOCKING STEEL NEW EXISTING NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR MECHANICAL GRND. CONN. • CADWELD GROUND ACCESS WELL PE ELECTRIC BOX TELEPHONE BOX • UGHT POLE Q FND. MONUMENT 10- SPOT ELEVATION AS SET POINT ❑ VERIFICATIONS OF MILL REPORT ❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE 0 HIGH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL REVISION ❑ SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY ❑ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEETf_) ❑ OTHER THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES 15 STRICTLY PROHIBITED. at&t mobility WFsrowF.R COMMUN/CAT/ONS PACIFIC TELECOM SERVICE!, LLC 72 440 THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 ROXBURY REVISIONS N0. DATE DESCRIPTION INITIAL A 04/18/14 ISSUED FOR PCD REVIEW AF 0 06/09/14 ISSUED FOR FCD REVIEW KB 1 10/23/14 ISSUED FOR FCO REVIEW AN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G-2 00 1 O' O: I O \ \ \\\ EXISTING CHAIN-LINK FENCE (TYP) EXISTING UTILITY POLE ADJACENT ZONING USE: ZONE: INDUSTRIAL MIC/H TL# 0423049186 EXISTING ACCESS GATES EXISTING 156'-8" AGL SELF-SUPPORT LATTICE TOWER EXISTING BUILDING \\ LEXISTING ASPHALT PARKING AT&T PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY REMOVING (3) EXISTING ANTENNAS (1 PER SECTOR) AND ADDING (6) PANEL ANTENNAS (2 PER SECTOR) ON AN EXISTING 156'-8' AGL LATTICE TOWER. AT&T ALSO PROPOSES TO INSTALL (9) RRH UNITS AND (1) SURGE SUPPRESSION UNIT MOUNTED ON AN EXISTING H -FRAME. AND (1) NEW LTE EQUIPMENT CABINET WITHIN AN EXISTING FENCED EQUIPMENT AREA. A rIXISTING01 O\ TREES O\ - it NotN. SUBJECT ZONING USE: ZONE: INDUSTRIAL MIC/H SCL TRANSMISSION TOWER ROW TL# 0423049130 822,899 SQ. FT. (18.89 ACRES) EXISTING UTIUTY POLE (TYP) EXISTING CONCRETE CURB (TYP) ADJACENT ZONING USE: ZONE: INDUSTRIAL MIC/H ( LEXISTING ASPHALT PARKING TRUE NORTH Noel, to by doM1rmined by ON SUM, (11 possible). LEGEND SUBJECT BOUNDARY UNE — RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE OHP OHP ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OVERHEAD POWER LINE UGP UGP CCP— BURIED POWER LINE BURIED GAS LINE 0HT OHT OVERHEAD TELEPHONE LINE UGT UGT UGT — BURIED TELEPHONE UNE BURIED WATER UNE SS— SEWER SD— STORM DRAINAGE DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE CHAIN LINK FENCE WOOD FENCE BARBED WIRE/WIRE FENCE TRANSFORMER -¢ FIRE HYDRANT C( LIGHT STANDARD )4 GATE VALVE POWER VAULT 81 WATER METER ® UTILITY 96k A HRE OtAN0 PIPE p' UTILITY POLE 0 CATCH BASIN, TYPE 1 POLE GUY WIRE ® CATCH BASIN, TYPE II 07 GAS VALVE .r1 SIGN • GAS METER o BOLLARD MT TELEPHONE VAULT o MAIL BOX D TELEPHONE RISER 234.21 SPOT ELEVATION 55 S5 — SD 5D — x—x-0—x—x— ❑ ❑ ❑ — x—x—x—x—x— DISCLAIMER THESE DRAWINGS WERE PRODUCED WITHOUT THE BENEFIT OF A CURRENT LAND SURVEY. ALL PROPERTY UNES, EASEMENTS, SETBACKS AND EXISTING CONDITIONS ARE APPROXIMATE AND SHALL BE VERIFIED PRIOR TO START OF CONSTRUCTION. LEGAL DESCRIPTION: C OF 5 TRANS LN R/W OVER GL 4 & 5 TGW SE 1/4 LESS ST HWY TGW 250 FT R/W OVER TRACT 55 OF MOORES FIVE -ACRE TRACTS & VAC G FRAIEGER RD LESS ST HWY PARCEL NUMBER(S)' 0423049130 At all mV services & grounding trenches, provide 'WARNING' tope at 12" Oslo. grade. CALL 'GALL BEFORE YOU DIG" 1-800-424-5555 UTILITY NOIIRCATION CENTER OF WASIYNC1ON STATE VICINITY MAP at&t mobility WESWE COMMUNICATIONS PACIFIC TELECOM SERVICES. LLC TL# 0423049189 24"x36' SCALE: 1/16" = 1'-0" T W W' ■ 11"x17- SCALE: 1/32- = 1'-0" 16 12 8 4 0 16' SITE PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 ROXBLIRY Do Lr) 6,, REVISIONS NO. DATE DESCRIPTION INITIAL A 04/18/14 ISSUED FOR PCD REVIEW AF 0 06/09/14 ISSUED FOR FCD REVIEW KB 1 10/23/14 ISSUED FOR FCD REVIEW RN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A-1 \>''? ,, • EXISTING LATTICE • TOWER FOOTING (TYP) EXISTING CHAIN • LINK FENCE PROPOSED AT&T 1900MHz RRH EXISTING N • EXISTING LATTICE • TOWER FOOTING (TIP) EXISTING CHAIN • LINK FENCE • • • UNITS MOUNTED ON • H -FRAME (3 TOTAL) RRH EXISTING PROPOSED AT&T WCS UNITS MOUNTED ON • H -FRAME (3 TOTAL) RRH EXISTING e • • PROPOSED AT&T WCS UNITS MOUNTED ON H -FRAME (3 TOTAL) • EXISTING AT&T TELCO ENCLOSURE EXISTING AT&T UMTS CABINET EXISTING AT&T 100 AMP }\ • ELECTRICAL SERVICE PANEL . W/ METER &SERVICE LIGHT } 4. + ,. • EXISTING AT&T \ 'YC. + ST¢T ,9`6.• EXISTING AT&T TELCO ENCLOSURE EXISTING AT&T UMTS CABINET }\ • EXISTING AT&T 100 AMP / + ELECTRICAL SERVICE PANEL + F+ S • W/ METER & SERVICE LIGHT 77,yc N / w EXISTING AT&T ^ } ♦_•_, +\ F.+ 4r4r"4`B. EYc • GENERATOR PLUG __ 4f•- } /‘•4- e..4-,,, EXISTING AT&T 200 / -F / 1'C AMP ELEC. SERVICE „ yC S' Fp• A• EXISTING AT&T } \ // +\ cOycH • `SSF ACCESS GATE .{-A IP", GENERATOR PLUG N } / % ; 4-S N. \ No s' Fa EXISTING AT&T 200 }A // * +\ C04'C,P •F AMP ELEC. SERVICE • -/- } A'90 / • +\/Sy.I. , •PURCELL EXISTING AT&T } ,..` (6) DIPLIXERS • +\ 4/Sy1•c ON H -FRAME I- } EXISTING AT&T EXISTING AT&T CABINET ` ACCESS GATE r } 4444`....,.. x,+ yON(FLX16)MOUNTED EXISTING AT&T \ ?q ON H -FRAME ' / \' +\ ""F ON HI FRAMES O. /^ ,,,` s '- •y 00 SURGPE SUPPRESSION/ >°`"dn\, 'q UNIT MOUNTED I \ ',F EXISTING AT&T PURCELL CABINET (FLX16) MOUNTED ON H -FRAME T' EXISTING AY \ CABLE TRAY / PROPOSED AT&T PURCELL CABINET Q M ,/ EXISTING H -FRAME x %%%_/ ` EXISTING AT&T (3) I / , 700MHz RRH UNITS 4 x EXISTING AT&T (3) / , 700MHz RRH UNITS • \ ON H -FRAME x • \ ® 4, \ - / , ..474. EXISTING AT&T S 6• ` /yyC `0` 4. EXISTING AT&T 4 v► \\0 •O/..'.. F CONCRETE PAD }141W ON H -FRAME x , _____, • \ ^ / i 4 V - / \ EXISTING AT&T S B• CONCRETE PAD } \\ n'I'C '0• \ + / EXISTING AT&T 4 0 • F a , '• • ICE. CANOPY QjQ, • . igte iow N. 4411‘.../i `' . / ,0•• -11111,40 \„Aril”' " Ii EXISTING 6' HIGH / \ CHAIN LINK FENCE) -T-\ 4r PO • EXISTING AT&T Te40 + O I//j } . BBU CABINET WITH (4) N. •, \ `' . • / PROPOSED BATTERIES + \ i- Q P o 4. p v EXISTING AT&T Te21 +\`` \, /ill. }/ ` +V 7' tI ICE CANOPY NAllir -•1/41rallpji,, Is ' 1001111p1p46. ''11411IPY EXISTING AT&T ' - I CABLE TRAY EXISTING 6' HIGH _/ \ ` CHAIN LINK FENCE) .+-\ ♦ EXISTING AT&T -I- p ' }' ON )HDIFRAMERS EXISTING AT&T \ & ‘ • / Te40 BBU CABINET + \ } PO 44 EXISTING AT&T `/' Q p4 FIBER SPOOL BOX EXISTING AT&T Te21 +\ \ / }/ 0 Q •6 . MOUNTED ON ® EXISTING H -FRAME EXISTING AT&T (1O)HDIFRAMERS EXISTING AT&T FIBER SPOOL BOX • • • TRUE NORTH m w * %MN q t". ew.. (d T=10. / POWER CABINET + . • }/ 2GG0 , p •I% EXISTING AT&T + le' . /lt , tY \ `9,q"•` POWER CABINET + . .4/ . c,0 GAO • ' EXISTING AT&T "} •I'•. / y' ` ' `0,9"t GSM CABINET 4/ ` 4 -' \. ,car .0%44y v }/ ` - EXISTING AT&T -f- GSM CABINET } ` ••1y' . EXISTING AT&T + ` }/ G • Te40 BBU CABINET / + 4 EXISTING AT&T ICE BRIDGE (TYP) Te40 BBU CABINET \ /f' + } AT&T ICE BRIDGE (TYP) • --}/ EXISTING AT&T \+/ + }/ EXISTING AT&T \+/ Te43 CABINET • EXISTING AT&T GPS ANTENNA Te43 CABINET • EXISTING AT&T GPS ANTENNA EXISTING AT&T HOFFMAN • EXISTING AT&T HOFFMAN • BOX ON H FRAME BOX ON H FRAME • • • b. bb m w m.m:ve q tiffo,00 6• TRUE NORTH .x..,"..y (u coag.). PLAN 2 24"x36" SCALE: 3/B" = 1'-0" PROPOSED EQUIPMENT 24"x36" SCALE: 3/6" = 1'-0" EXISTING EQUIPMENT PLAN 1 11"417" SCALE: 3/16" = 1'-O• 2' 111.0" 2' 11"x17" SCALE: 3/16" = 1'-0 2' 11".0" 2' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility wESi R.. COMMUNICATIONS PACIFIC TELECOM SERVICES, LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 woo REVISIONS NO. DATE DESCRIPTION INTIIAL A 04/18/14 ISSUED FOR PCD REVIEW AF 0 06/09/14 ISSUED FOR FCD REVIEW KB 1 10/27/14 ISSUED FOR FCD REVIEW AN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED EQUIPMENT PLAN SHEET NUMBER A-2 EXISTING AT&T (1 PER SECTOR, EXISTING AT&T (3 PER SECTOR, PROPOSED AT&T O • • ,�� Tse �kik. • UMTS ANTENNA ;�5, '� DATE DESCRIPTION / • c�L €,PG EXISTING AT&T UMTS ANTENNA (1 PER SECTOR, 3 TOTAL) • \I X \N. •,+tea • • \� • thy' EXISTING AT&T LTE 700MHz •- 0 NOTES: 1. PROPOSED AT&T LTE ANTENNAS, MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING CONDITIONS. 2. VERIFICATION THAT EXISTING TOWER & MOUNTING ATTACHMENTS CAN SUPPORT PROPOSED LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER • 3 TOTAL) / • TMA . TO REMAIN EXISTING AT&T TMA (3 R NCTOR. 9 TOTAL) EXISTING EMPTY PIPE MOUNT5 1 PER SECTOR, 3 TOTALG�' EXISTING AT&T GSM ANTENNA (1 PER SECTOR, 3 TOTAL) TO REMAIN 9 TOTAL) \�J,�, / y a F FLTE S AMTFNNl1 (1 PER SECTOR, EXISTING AT&T PER SECTOR, PROPOSED AT&T LTE ANTENNA 1J ANTENNA (1 PER SECTOR, 3 TOTAL) BE REMOED 43(i EXISTING TMA 3 TOTAL)700/1900MHz ),7 GSM ANTENNA 3 TOTAL)'‚/// (1 PER SECTOR. 3TOTAL) - -()0\TO EXISTING AT&T TMA (3 PER SECTOR, 9 TOTAL) AT&T G�ANTENNA AT&T (3 PER SECTOR, 9 TOTAL) N TO REMAIN EXISTING AT&T GSM ANTENNA 1 8 PROPOSED AT&T / LTEEXISTING ANTENNAANTENNA 3 TOTAL) ;•4/��LtE O / / / i % l X ' i \`\ \ / / / •• \ / / / / PROPOSED AT&T AGLLTE WCS ANTENNA 14WZ, LATTICE TOWER (1 PERSECTOR, EXISTING AT&T LTE 700MHz/ (1 PER SECTOR, 3 TOTAL)/(1 --700/1900MHz (1 PER SECTOR. / 156'-8° SELF-SUPPORT PER SECTOR, 3 TOTAL) • PROPOSED AT&T WCS irk PRENCTOR, 3 TOTAL) TO EXISTING EMPTY PIPE MOUNT'/ 'S,(T \\/ (1 PER SECTOR, 3 TOTAL)\R_/ EXISTING AT&T UMTS ANTENNA(1 PER SECTOR, 3 TOTAL) I �, TO REMAIN /k �— / I / / j / TO BE REMOVED ,,1, SE/ / l // / \� EXISTING 156'-8° AGL SELF-SUPPORT LATTICE TOWER ` PER SECTORw3 TOTAL) F- EXISTING AT&T UMTS ANTENNA`. ` (1 PER SECTOR, 3 TOTAL) N. EXISTING AT&T / EQUIPMENT AREA (BELOW) 4gEQUIPMENTAT&T /--EXISTING AREA (BELOW) / / / / EXISTING AT&T ANTENNA MOUNT / EXISTING AT&T ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) • 2 8 3 TOTAL)'4‘15#111411W UMTS ANTENNAit/ 3 TOTAL) • TMA 9 TOTAL) GSM PER SECTOR, LTE ANTENNA 1 8 / /� / TO REMAIN1 PER CTOR, 3 TOTAL) TEXISTING AT&T GSM ANTENNA ler1� �(1 PER SECTOR, 3 TOTAL) zEXISTING TO BE RELOCATED THIS SECTOR EXISTING AT&T UMTS ANTENNA 1\ EXISTING AT&T 0,,(1 PER SECTOR, EXISTING AT&T (3 PER SECTOR, i - RELOCATED AT&T Opp(1 PER SECTOR, 3 TOTAL) TO REMAIN �� EXISTING AT&T TMA �� PER RSNCTOR, 9 TOTAL) NT EXISTING EMPTY PIPE MOUNT (1 PER SECTOR, 3 TOTAL) / / ANTENNA (1 / 3 TOTAL) // PROPOSED AT&T 8 EXISTING AT&T LTE 700MHz ANTENNA (1 PER SECTOR, 3 TOTAL) c TO BE REMOVED G m �y `QTS • q.. yy NA� y i 'D • r N/ •• • TRUE NORTH ., .x....r N bombe)orth to be detemene0 . j 700/1900MHz �� �, (1 PER SECTOR, / G tln'+ �� 9 • R� � 1 �1 �Aln • \r Y • / • • 3 TOTAL) F- F- , �, _ J North to be erten.. TRUE NORTHm surreyLIti bee ).y 24"x36+ SCALE: 1/4" = 1'-0" 11°x17' SCALE: 1/8° 1'-0° ANTENNA PLAN 2 24+x36+ SCALE: 11°x17° SCALE: LABELED AS CONSTRUCTION SET EXISTING ANTENNA PLAN 1 PROPOSED 1/4" = 1'-0° r 4' 1..2' 11.0 " 4' 1/8 = 1'-0+ 4' 31.2' 1 0. 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. atstt mobility Wis� ., COMMUNICATIONS �-rte PACIFIC TELECOM SERVICES, 110 THOMAS R. HOLLAND STATE OF WASHINGTON REN.02-18-15 ROXBURY 111 a 8.0 3 2323 Q co zo, a 3 I— W 3 � o 1- 0 O REVISIONS NO. DATE DESCRIPTION INITNL A 04/18/11 ISSUED FOR PCD RENEW AF 0 06/09/14 ISSUED FOR FCD RENEW KB 1 10/23/14 ISSUED FOR FCD RENEW ZIN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED ANTENNA PLAN SHEET NUMBER A-3 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WEsi r wER COMMUNICATIONS PACIFIC TELECOM SERVICES, LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 >< O vV Ln 1n ›- CO Z 00 00 a3 I- W 3 3 o- O REVISIONS NO. DATE \ \ _ 04/19/14 / / NOTES: 1. PROPOSED AT&T LTE ANTENNAS, MOUNTING 0 06/09/14 / KB TO MATCH EXISTING CONDITIONS. R HARDWARE AND EQUIPMENT TO BE PAINEDII 2. VERIFICATION THAT EXISTING TOWER & ISSUED FOR FCD REVIEW ZLN A '":- OP" MOUNTING ATTACHMENTS CAN SUPPORT PROPOSED LOADING SHALL BE PERFORMED BY A REGI tNED STRUCTURAL ENGINEER 4 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET -4001..ilbei .4 ....... . Lig.. 194$6f ..,.. /...., ,, ,vi 1_____. / / w, / _ _,,, I / / / _, / - Ot4 / \ EXISTING AT&T ANTENNA MOUNT (1 PER SECTOR, 3 TOTAL) / 1\ (11 PERG SECTOR, 3 T ANTENNA 12' ELECTRICAL 1 ITOTAL) CONDUCTOR TO REMNN EXCLUSION AREA TICE TOWER TOP OF EXISTING LAT 12' ELECTRICAL 1 I (11 PERGSECTORU 3 TO ANTENNA CONDUCTOR EXCLUSION AREA \ / PROPOSED AT&T LTE -700/1900MHz ANTENNA 1 B \ \ / PER SECTOR, TOTAL) ee w EXISTING AT&T UMTS ANTENNA N.PER CTOR, 3 TOTAL) / 'TO / -_._ (1 3 - 3 REAWN(1 \ EXISTING AT&T GSM ANTENNA \ hI.I 9 EXISTING AT&T GSM ANTENNA j (1 PER SECTOR, 3 TOTAL)o (1 PER SECTOR, 3 TOTAL) TO REMAIN c g ■"1O I 1 - 1 itAl1 EXISTING AT&T LTE 700MHz 97'-6" EXISTING TRANSMISSION UNE 85'-6" TIP HEIGHT OF EXISTING/PROPOSED AT&T ANTENNAS 81'-6" I PROPOSED AT&T EXISTING TRANSMISSION UNE 1 a I `_il' N iIFiti0I ; "'I LTE WCS ANTENNA z 8 e m z r " `I" i — IA ANTENNA (1 PER SECTOR, 3 TOTAL) ^ N w TO BE REMOVED 111' - EXISTING AT&T TMA - (1 PER SECTOR, 3 TOTAL) 111 EXISTING AT&T TMA / / 111 (3 PER SECTOR, 9 TOTAL) / II jay PROPOSED AT&T 0 ao ~ 1 (3 PER SECTOR, 9 TOTAL) / 1% TO REMAIN \ I EXISTING AT&T GSM ANTENNA ..11 TO BE RELOCATED THIS SECTOR LTE WCS ANTENNA 2 8 (1 PER SECTOR, 3 TOTAL) - F- EXISTING 156'-8- II AGL SELF-SUPPORT III EXISTING AT&T UMTS ANTENNA LATTICE TOWER III (1 PER SECTOR, 3 TOTAL) 111 III (1 PER SECTOR, 3 TOTAL) Ilik 111 EXISTING AT&T UMTS ANTENNA 111 TO REMAIN RELOCATED AT&T GSM ANTENNA Q II (1 PER SECTOR, 3 TOTAL) z 111 La 111 7d' 111 m m Z 0 Q z EXISTING EMPTY PIPE MOUNT 111 (1 PER SECTOR, 3 TOTAL) III y 111 i EXISTING LTE 700MHz z m z n> n 0 N rn 1- r 111 AT&T III ANTENNA (1 PER SECTOR, 3 TOTAL) " z 111 TO BE REMOVED rn N PROPOSED AT&T LTEz m - III 700/1900MHz el le 111 (1 PER SECTOR, 3 TOTAL) F- m 0 z li z_ I- III Ill z F o VI 111 EXISTING AT&T CABLE 0 111 ROUTING ON TOWER LEG o 111 ' / 111 F 1 0 m ^ m - 6- 0 EXISTING 156'-8• z 111 AGL SELF-SUPPORT I=n 111 LATTICE TOWER 8II o In w EXISTING AT&T z (/// ICE BRIDGE (TVP) 0 _ a ' EXISTING AT&T CABLE III ROUTING ON TOWER LEG 111 w 111 99 II 2 EXISTING AT&T txtl 111 (6) p III DIPLEXERS ON H- FRAME ce 111 WCS PROPOSED AT&T RRH L" PROPOSED AT&T SURGE 111 UNITS MOUNTED ON EXISTING L" T H -FRAME (3 TOTAL) _ EXISTING AT&T ICE BRIDGE (NP) Ill 111 EXISTING AT&T SUPPRESSION UNIT MOUNTED -- ON D(ISTING H- FRAME g EXISTING AT&T 700MHz ya (3) RRH UNITS ON H-FRAMEEXISTING l VI EXISTING AT&T ' riliff AT&T (6) III DIPLEXERS ON H -FRAME ICE CANOPY II EXISTING AT&T ` -_EXISTING ICE CANOPY PROPOSED AT&T WCS RRH EXISTING AT&T UNITS MOUNTED ON EXISTING AT&T (3) 700MHz GPS ANTENNA RRH UNITS ON H—FRAME NCABINEfI1lIDPEXILEXERS NG AT&T (12FRAME GPS ANTENNA H—FRAME (3 TOTAL) IXTe31N AN 'EXIISTINGDIPLEXEON (12FRAMETeo 11111111111111L ON EXISTING 6' HIGH, - CHAIN UNK FENCE .. EXISTING AT&T UMTS CABINET EXISTING 6' HIGH CHAIN LINK FENCEil EXISTING AT&T UMTS CABINET ' / PROPOSED AT&T PURCELLQ ___ EXISTING AT&T PURCELL l '/I . 111 1900MHz PROPOSED AT&THUNITS EXBINNT MOUNTED ON H ® AO RRH UNITS_EXISTING -FRAME ' 'R' t CABINET (FLX16) 11111# MOUNTED ON H -FRAME MOUNTED ON EXISTING j - - ' ;• ' PURCELL H -FRAME (3 TOTAL) II j \ EXISTING AT&T ? GRADE 1% CABIMOUNET (FLX16) I . i; I-.:-* FRAME .i LI' \ \ \ \ / GRADE I1=111111111011&1 1 \ \ \ \ \ 24•x36• SCALE: ,/a• = r—o• PROPOSED SOLITI [EAST ELEVATION 2 24•x36• SCALE: 1/4- = 1'-O• EXISTING SOLITI IEAST ELEVATION 1 11•x17• SCALE: 1/8• = ,' -0• 4' 3111.2' 1' O- 4' 11"x17- SCALE: 1/6- = 1'-0• 4' 3.12' 0 4' 1' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WEsi r wER COMMUNICATIONS PACIFIC TELECOM SERVICES, LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 >< O vV Ln 1n ›- CO Z 00 00 a3 I- W 3 3 o- O REVISIONS NO. DATE DESCRIPTION INITIAL A 04/19/14 ISSUED FOR PCD RENEW AF 0 06/09/14 ISSUED FOR FCD REVIEW KB 1 10/23/14 ISSUED FOR FCD REVIEW ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED SOUTHEAST ELEVATIONS SHEET NUMBER A-4 1 NOT USED NO. DATE DESCRIPTION AT&T GPS ANTENNA . OSITE 1.4 .1=-E7,---1-1] L 0 1 7/8" 0.D. PIPE PRO 1 PIPE TO PIPE CLAMP SET (PART# ACP08K) OR APPROVED EQUAL CIIIIIE FUM ISSUED FOR FCD RENEW i o 10/23/14 ISSUED FOR FCD RENEW AN NOTES. 1. LOCATION OF HAVE ANY BLOCKAGES AROUND THE 2. AU. GPS ANTENNA ISUPPORT ANTENNA GPS POST MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE ANTENNA. LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 3. GPS ANTENNA TO BE MOUNTED A MINIMUM OF 10' AWAY FROM ANY EXISTING GPS ANTENNA 4. IF MORE THAN (1) PURCELL CABINET (OR RACK MOUNTED LTE BASE BAND UNIT) IS INSTALLED ON SITE; INSTALL GPS SPUTTER: LUCENT, 408762045, KS24535L10, 1:2 GPS SPUTTER, ASSEMBLY GPS SPECIFICATION NOT USED 11'x17' SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11'x17' SCALE: NOT TO SCALE EXISTING H -FRAME UNISTRUT EQUIPMENT MOUNTING • 12RU 19" RAILS, FRONT TO BACK ADJUSTABLE CONSTRUCTION MATERIALS • MATERIAL: ALUMINUM (LIGHTWEIGHT, CORROSION -RESISTANT • PAINT: GR -487 TESTED & CERTIFIED POWER COAT 0OOR/SIDE PANEL CONSTRUCTION NOTE: IF MORE THAN (1) PURCELL CABINET • DOOR: FRONT DOOR WITH DOOR ALARM AND OPTIONAL AIR CONDITIONER, HEAT EXHANGER,OR THERMOELECTRIC COOLER (OR RACK MOUNTED LTE BASE BAND UNIT) IS INSTALLED ON SITE; INSTALL GPS SPLITTER: LUCENT, 408762045, KS24535L10, NOT FOR CONSTRUCTION UNLESS • LATCHES: TWO-POINT LATCHED, PAD LOCKABLE NOTE: 1:2 GPS SPLITTER, ASSEMBLY EQUIPMENT SHALL BE ANCHORED CABINET WEIGHT: 50 LBS FULLY LOADED CABINET: 100 LBS ea. 24" ENVIRONMENTAL OPTIONS / FLX12WS CABINET / TO EXISTING UNISTRUT W/ (GALV.) BOLTING PER MFR RECOMMENDATIONS, PROVIDE UNISTRUT CHANNEL NUTS OR CHANNEL STUD NUTS AS REVD THERMOELECTRIC COOLER: 400W ®0'dT, +24VDC, 24" OR 120VAC 48VDC• • AIR CONDITIONER: UP TO 2,000 BTU/HR AIR CONDITIONER WMH HEATER FLX12WS CABINET • HEAT EXCHANGER: UP TO 39W/'C HEAT EXCHANGER, \ \ \ +24VDC OR -48VDC BATTERY PEDESTAL FLX12WS CABINET ID FLXI2WS CABINET i oZ o 1 FLXI2WS CABINET —FRONT DOOR • ACCOMMODATES UP TO 60AHR BATTERIES N \\\\\\\ hili M CABLE ENTRY N —FRONT DOOR n n • (3) 1/2"; (3) 1"; (1) 2" 31/2" OR 2" KNOCKOUTS— SWING HANDLE EQUIPMENT TO UNISTRUT (TYP)T AC POWER OPTIONS \ \ • 30A -MAIN POWER WITH OPTIONAL TRANSIENT VOLTAGE SWING HANDLE SURGE PROTECTION, 15A GENERATOR CONNECTION CABLE FRONT DOOR • 6 -POSITION 19" RACK -MOUNTED (1RU) OR 12 -POSITION (2U) AC LOAD CENTERS AVAILABLE IN VARIOUS Q FLX12WS FRONT ELEVATION FLX12WS SIDE ELEVATION CAN EQUIPPED1BE W2 SURGE PROTECTION IESTHAT CONFIGURATIONS - - DEVICES THAT OCCUPY i -POSITION OR 2 -POSITIONS AND A B v 6 -POSITION DIN -MOUNTED AC BREAKER PANEL (120V OR 240V O O CONFIGURATIONS). OPTIONAL DIN -MOUNTED 1VSS • 15A GFCI DUAL OUTLET RECEPTACLE CONVENIENCE OUTLET MOUNTING OPTIONS • 14" PUNTH • WALL" PUNTHO4 / 0,4te • POLE MOUNT KIT - • MOUNT KR • VERTICAL CABINET -ON -CABINET STACKING PURCELL CABINET 24"x37" SCALE: " = 1'-0" 11"617" SCALE: 1/2"1= i'-0" 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WES TONMI COMMUNICATIONS PACIFIC TELECOM SERVICE!. LLC THOMAS R. HOLLAND ■ STATE OF WASHINGTON REN. 02-1&15 REVISIONS NO. DATE DESCRIPTION INITIAL A 04/16/14 ISSUED FOR PCD REVIEW AF 0 06/09/14 ISSUED FOR FCD RENEW KB 1 10/23/14 ISSUED FOR FCD RENEW AN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EQUIPMENT & CONSTRUCTION DETAILS SHEET NUMBER A-5 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WESTOWER COMMUNICATIONS PACIFIC TELECOM SERVICES. LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 REVISIONS N0. 8 _ INITIAL A PROPOSED ANTENNA CONFIGURATION AND SCI IEDULE EXISTING ANTENNA CONFIGURATION AND SCI IEDULE SECTOR A AZIMUTH RADCENTER NUMBER 0F ANTENNAS VENDOR MODEL E. nLT MECH. MEL nu TMA NUMBER OF COAX CON( COAX LENGTHEC NUMBER OF MODEL ELEC. TILT- TILT- MECH. IRADCENTERVENDOR nLT •RIX TMA NUMBER COAX COAX COAX LENGTH gPLE7CED UMTS 1900 140'8,'-6' 1 KATHREIN 742-265 3' 4- YES (1) 1719-OBBP111-001 2 7/8" 110'-0• YES (U8 U9) GSM 1900 140' 81'-6" 1 KATHREIN 742 265 7 4' YES (1) TT19-088P111-001 2 7/8" 110'-0" YES (GB G9) UMTS 850 6' YES GSM 450 4' YES NONE LTE WCS 170' 81'-6" 1 COMMSCOPE SBNHH-1065C 3' 0' YES (2) TMA T2387B-21 2 1-5/8" 110'-0" YES UMTS 1900 140' 81'-6" 1 KATHREIN 742 265 3' 4' YES (1) TT19-088P111-001 2 7/8" 118.-8" YES (UB U9) GSM 1900 140' 81'-6' 1 KATHREIN 742-265 7 4 YES (1) TT19-08BP711-001 2 7/8' 110'-0' YES (G8 G9) LINTS 850 6' YES NONE GSM 850 4' YES LTE 700 170' 81'-6" 1 POWERWAVE P65-I7-ID11-f9 3' 0' YES (1) TTAW-07BP111-001 2 1-5/8" 110'-0" NO LTE 1900 170' 81,_6• 1 COMMSCOPE SBNHH-1065C 3'NUMBER 0' YES (2) E15509P78 2 1-5/8" 110'-0" YES SECTOR B AZIMUTH RADCENTER OF ANTENNAS VENDOR MODEL ELEC. nLT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED LTE 700 4' LTE 700 280' 81'-6" 1 POWERWAVE P65 -11 -16H -PR 0' 2' YES (1) TTAW-07BP711-001 2 1-5/8" 1,0'-0' NO SECTOR B AZIMUTH RADCENTER NUMBER OF EN VENDOR MODEL ELEC. TILT MECH. nLT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 1900 330' 81'-6" 1 KATHREIN 742 265 3' 5' YES (1) Ti19-OBBP111-007 2 7/8" 110'-0" YES (GB G9) LTE 1900 280' 81'-6" 1 COMMSCOPE SBNHH-10650 0' 7 YES (2) E15S09P78 2 1-5/8" 110'-0" YES GSM 850 6' YES NONE LTE 700 T UMTS 19004' 330' 81'-6" 1 KATHREIN 742-265 5 YES (1) 7T19-08BP111-001 2 7/8" 110'-0" YES (U8 09) GSM 19003' 330' 81'-6' 1 KATHREIN 742-265 5 YES (1) 1T19-0881,111-001 2 7/8" 110'-0" YES (GB G9) UMTS 850 T YES NONE GSM 850 6' YES SECTOR C AZIMUTH RADCENTER NUMBER OF VENDOR MODEL ELEC. nLT MECH. nLT RET TIM NUMBER OF COAX 0 COAI://88....8." COAX gPLIXED LTE WCS 280' 81'-6" 1 COMMSCOPE SBNHH-1D65C 0' 7 YES (2) TMA T23878-21 2 1-5/8" 110'-0' YES LTE 700 45' 81'-6" 1 POWERWAVE P -i7-I6R-Rt 0' 0' YES (1) fl AW-07BP111-001 2 1-5/8' 110•_p• NO UMTS 1900 330' 81'-6" 1 KATHREIN 742-265 4' 5 YES (1) TT19-088P111-001 2 7/8' 110'-0" YES (U8 U9) CSM 1900 5p• 81'-6' 1 KATHREIN 742 265 7 3' YES (1) TT19-088P111-001 2 7/8' 710'-0' YES (G8 G9) UMTS 850 7, YES GSM 850 4' YES NONE SECTOR C AZIMUTH RADCENTER NUMBER OF VENDOR MODEL ELEC. TILT MECH. nLT •RET TMA NUMBER OF COAX COAX 0 COA7t LENGTH DIPLEXED UMTS 1900 50' 81'-6' 1 KATHREIN 742 265 3'YES 3' (1) TT19-088P111-001 2 7/8' 110-0" YES (08 09) LTE 1900 45' 81'-6" 1 COMMSCOPE SBNHH-1D65C 0' 0' YES (2) E15S09P78 2 1-5/8" 110'-0' YES UMTS 850 6' YES NONE LTE 700 EXISTING (1TPREN EMAI EXISTING (3 PER AT&T UMTS ANTENNA 3 TOTAL) / /1 ' / / / I / / 0CTOR, ,; "r/, •1'), / N /I / ► / • i \ / >> \ 1 / / / \ \ % 11 / s-1 `' m q o r / A rte•+ 4 x / • •,t. g 08LTE / OZ / / ` / / / >/ • a? yQ N. , / s / / EXISTING AT&T \,( PEAR SECTOR, EXISTING AT&T EXISTING 69? AT&T LTE 700MHz (1 PER SECTOR, 3 TOTAL) BE REMOVED AT&T TMA SECTOR, 9 TOTAL) REMAIN AT&T GSM ANTENNA SECTOR. 3 TOTAL) REMAIN EMPTY PIPE MOUNT SECTOR, 3 TOTAL) AT&T UMTS ANTENNA R*3NCTOR, 3 TOTAL) TOTAL) CSM 190050. 81'-6' 1 KATHREIN 742-265 7 3' YES (1) TT19-088P111-001 2 7/8" 110'-0' GBG9) GSM 850 4' YES LTE WCS 45' 81'-6' 1 COMMSCOPESBNHH-1D65C 0' 0' YES (2) TMA T23B78-21 2 1-5/8' 110'-0' YES UliTS 1 50' 81'-6' 1 KATHREIN 742-265 3' 3' (1) TT19-088P111-001 2 7/8" 110'-0" YES (08 U9) UMTS 850 6'NOTES: YES NOTCOAX USE •/q-ao CONTRACTOOR AT&T UMTS SECTOR. AT&T TMA SECTOR, AT&T ANTENNA SECTOR. AT&T GSM SECTOR, AT&T LTE ANTENNA SECTOR, S T Lzga,.CS 280' AZIMU)H 156'-8" AGL LATTICE AT&T ANTENNA SECTOR. 3 FORL IS UUS ANTENNA 3 TOTAL) _ REDS. G N, ► _'\ / I "'1♦ \\\ .f / /, / I \ / / / / / /f / \/ / \ • • ' a5 ‚77 N. I `sy ti / / EXISTING AT&T PER SECTOR. /EXISTING PROPOSED AT&T PERSECTOR.3TOTAL) e EXISTING AT&T AT&T LTE ANTENNA SECTOR, 3 TOTAL) AT&T TMA SECTOR. 9 TOTAL) AT&T GSM ANTENNA SECTOR, 3 TOTAL) AT&T WCS ANTENNA 2 SECTOR. 3 TOTAL) e® AT&T UMTS ANTENNA SECTOR, 3 TOTAL) N. / 28(1 • CONFIRMCO GENERAL EXISTING (1 PER EXISTING (3 PER PROPOSED WCS NG LATEST VERSION OF c %Al• ' L S' , / . , ®'..p / 11111111"; .... R \ u+ AT&T TMA 9 TOTAL) 9 TOTAL) 3TOTAL)EXISTING ANTENNA/ 3 TOTAL) TO REMAINSECTOR. EXISTING EMPTY PIPE MOUNT (1 PER SECTOR, 3 TOTAL) EXISTING AT&T GSM ANTENNA' (1 PER SECTOR, 3 TOTAL) TO REMAIN PROPOSED 700/1900MHz (1 PER ANTENNA TO EXISTING (1 PER EXISTING (1 PER PROPOSED e 700/1900MHz (1 PER / /- // EXISTING SELF-SUPPORT EXISTING (1 PER (3 PER (3 PER TO EXISTING ANTENNA TO BE - SELF-SUPPORT EXISTING (1T0 PERRSECTOR, AT&T LTE 700MHz (1 PER SECTOR, 3 TOTAL) 3 TOTAL) TOWER MOUNT TOTAL) EXISTING (1 PER PROPOSED LTE N (1 PER EXISTING , (1 PER --.-'.'_"- / / UMTS ANTENNA\`4\HImirriiN(1 3 TOTAL) TMA 9 TOTAL) GSM SECTOR. LTE ANTENNA00 3 TOTAL) EXISTING (1 PER _ TO EXISTING (1 PER N. EXISTING (TO PER / UMTS ANTENNA 3 TOTAL) GSM ANTENNA 3 TOTAL) THIS SECTOR TMA 9 TOTAL) PIPE MOUNT 3 TOTAL) LTE 700MHz SECTOR, 3 REMOVED SECTOR g• M / / -------- ,56'-8" AGL ♦ LATTICE TOWERLTEWCSANTENNA AT&T ANTENNA MOUNT 3 TOTAL) (1 PER SECTOR. TO BE RELOCATED EXISTING AT&T (3 PER SECTOR. RELOCATED AT&T (3 PER SECTOR, TO REIWN EXISTING EMPTY (1 PER SECTOR, ANTENNA (1 PER 3 TOTAL) PROPOSED AT&T 700//9EOMHz (1 PER SECTOR. EXISTING AT&T ANTENNA (1 PER TO BE REMOVED 24'x36' SCALE: 1/4" _ ,•-o• 11'x17" SCALE: 1/8" = 1'-0" PROPOSED ANTENNA CONFIGURATION 2 24.'06" SCALE: 1/4' _ ,--o" 11"x17" SCALE: 1/8" = 1'-0 EXISTING ANTENNA CONFIGURATION 1 4' 3' 2' ,' 0 4' 4' 3' 2 1' 0 4' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WESTOWER COMMUNICATIONS PACIFIC TELECOM SERVICES. LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN. 02-18-15 REVISIONS N0. DATE DESCRIPTION INITIAL A 04/14/14 ISSUED FOR PCD REVIEW AF 0 06/09/14 ISSUED FOR FCD REVIEW KB 1 10/23/14 ISSUED FOR FCD REVIEW AN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 NOTES 1). INSERT SCISSOR BRACKETS BRACKET AND THE UPPER HARDWARE PROVIDED.co DEGREE2). TO SET THE SCISSOR BRACKETS AND SECURE 3). THE NUMBER OF CONNECTORS ya ''...i I.9 0 Afr . "P POLE '` 1 g BETWEEN THE ADAPTER BRACKET. USING 5/16 WILL VARY �` .. PO lc , 11` PARTS: UPPER INCH BASED I i /'' ,' ' ANTENNA MOUNTING SECURE USING 1/2 INCH DESIRED THE HARDWARE PROVIDED. ON ANTENNA TYPE. I Y 0 R� NOT USED 04/18/14 ISSUED FOR PCI) REVIEW 12.00" NOTE: RRH'S TO BE MOUNTED PER 06/09/14 ISSUED FOR FCD REVIEW KB MANUFACTURER SPECIFICATOINS 10/23/14 ISSUED FOR FCD REVIEW AN 1111 t_1 I I II o n 0 N n 74E MANUFACTURER: ALCATEL-LUCENT MODEL: RRH4X25-WCS HEIGHT: 31.5" WIDTH: 0' 8.7 DEPTH: 8.7" WEIGHT: 70 LBS NOT USED \ RRH UNIT SPECIFICATION( 24 x36" SCALE: NOT TO SCALE 11 x17" SCALE: NOT TO SCALE 1� FRONT 24"x36" SCALE: 1 7/2"=1'-0" 7 11 x17" SCALE: 3/4"=1'-0" 24"x36" SCALE: NOT TO SCALE 11 11"x77" SCALE: NOT TO SCALE NOTE: RRH'S TO BE MOUNTED PER MANUFACTURER SPECIFICATOINS 17.0" MANUFACTURER: RAYCAP NOTE: RRHS TO BE MOUNTED PER MANUFACTURER SPECIFICATOINS MOUNTING MODEL: OC6-48-60-78-BF PIPE 11.52" �-� ��� RAYCAP DC SURGE ^1.5� e • ®® \ 111111111111111111111111111111111 SUPPRESSION UNR �� ��� 74 =mon 7 NOTE: TO BE I INSTALLED WITHIN 6 FEET OF CIO UNR� \ e • ,� // I l e® ®o D \ me _ \ ci mi MN _,-.. MIEN! 1•11•11111111111111 NMI . ° 03 751E Item CITY Description ",:"Ti, 1 i I:f c ���� ' o. MANUFACTURER: ALCATEL-LUCENT MODEL: RRH2X40-07L-DE HEIGHT: 24.8" WIDTH: 11.5" DEPTH: 5.7" WEIGHT: 52.91 LBS o 1Q 1 Adaptor, Pole, Lower VERIFY EXISTING CONDMONS - 1 Bracket, Downtilt, Pole rn co ALL MOUNTING ATTACHMENTS AND 1 Bracket, Downtilt, Antenna MANUFACTURER: ALCATEL-LUCENT HARDWARE SHALL BE VERIFIED l9Y 4 4 1/2 X 1 Hex Head Bolt MODEL RRH2X60-1900 MOUNTING ATTACHMENT MANUFACTURER. 4 7 2 Split Washer I P HEIGHT: 18.90" WIDTH: 11.52" - '. "KITTS'[ i?.ITII'S:'l BRACKET BY 2 5/16 X 1 Hex Head Bolt ' MANUFACTURER DEPTH: 9.05" 2 5/16 Split Washer 18.0" WEIGHT: 50 LBS Mali RRH UNIT SPECIFICATIONC FRONT RRH UNIT SPECIFICATION MOUNT SURGE SUPPRESSION UNIT'? ANTENNA MOUNTING Q 24"x36" SCALE: 1 1/2"=1'-0" 11"x17" SCALE: 3/4"=1'-0" 24"x36" SCALE: 1 1/2"=1'-O" 5 11"x17" SCALE: 3/4"=1'-0" 24"x36" SCALE: NOT TO SCALE / 11"x17" SCALE: NOT TO SCALE 24'x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE (� NOT USED,- MECHANICAL DOWNTILT 11.85 BRACKET 7.1 Liq - O� 6r Mil c ai I MANUFACTURER: ANDREW MODEL.: SBNHH-1D65C WEIGHT: 66.14 LBS DIMENSIONS: 96.0" X 11.85" X 7.1" FREQUENCY: REFER TO RF DATA SHEET 11.85 - c -all o m o vi Ki) ISE 1185 m m RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR CONNECTION, TYP T y ci.r 40) BOTTOM{ 5 -MR3 I! 111 FRONT \ I \ S1 VERIFY EXISTING CONDITIONS - ALL MOUNTING ATTACHMENTS AND HARDWARE SHALL BE VERIFIED BY ATTACHMENT MANUFACTURER. RF CONNECTOR, R. TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP ANTENNA SPECIFICATION[ NOT USED j NOT USED A 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE j 24%36" SCALE: 3/4"=1'-0"I .Z., 11"x17" SCALE: 3/8"=1'-0" 24"x36" SCALE: NOT TO SCALE' ,) 11"x17" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE' -1" 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility Wrs � � COMMUNICATIONS PACIFIC TELECOM SERVICES. LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN.02-18-15 ROXBURY REVISIONS NO. DATE DESCRIPTION INITIAL A 04/18/14 ISSUED FOR PCI) REVIEW AF 0 06/09/14 ISSUED FOR FCD REVIEW KB 1 10/23/14 ISSUED FOR FCD REVIEW AN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF & EQUIPMENT DETAILS SHEET NUMBER RT -2 / t N ,,. N ' + + / N N N N TRUE NORTH u e. dM":..d v .n..,..y Or =..M.). GROUNDING KEYED NOTES: O CAD WELD (TYP). SEE DETAIL 2/E-2. OANTENNA GROUND BUS BAR NEAR ANTENNA LEVEL OF TOWER WITH COAX GROUND KR. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E-2 FOR COAX GROUNDING. QTOWER GROUND BUS BAR AT BASE OF TOWER. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS. ® #66 R AWG(TYT 6)ASME O NTTAIGROUNDZO ANTENNA GROUND BUS BO GROUND FROM ANTENNA GROUND BUS BAR TO TOWER GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E-2. OGROUND EQUIPMENT H—FRAME BUS BAR. SEE DETAIL 9/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/6-2 FOR COAX GROUNDING. 6 AWG RRH UNIT GROUND TO RRH GROUND BUS BAR TYP OF 9). ©#6 AWG SURGE SUPPRESSION UNIT GROUND TO RRH GROUND BUS BAR O#6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING GROUNDING SYSTEM 10 GROUND FROM TOWER GROUND RING TO TIE INTO EXISTING GROUND EQUIPMENT H—FRAME. (TYP OF (2) PLACES) SEE DETAIL: 7/E-2) 11 GROUND FROM H—FRAME GROUND BAR TO 11E INTO EXISTING GROUNDING SYSTEM (TYP OF (2) PLACES) SEE DETAIL 7/E-2.) GROUNDING NOTES & LEGEND 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND DIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT&T MOBILITY REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBIUTY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSIEM DUE TO SITE SOIL CONDITIONS. SYMBOL DESCRIPTION SYMBOL DESCRIPTION GROUNDING ROD NOTES 24"x36" SCALE: 1/4" = 1'-0" 11"x17" SCALE: 1/8" = 1'-0" 4' ' ' 1' 4' SCI IEMATIC GROUNDING PLAN • y/a,. COPPER GROUND ROD CADWELD CONNECTION SIDE SPUCE CADWELD FIELD VERIFY & TIE INTO TEST WELL GROUND BAR EXISTING GROUNDING SYSTEM 1 (WHERE APPUCABLE) 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTIUZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING UNE, GRAPHED OUT TO SHOW THE PLATEAU. 2. 2—POINT GROUND TEST OR 3—POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACIUTY. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t mobility WESTOWER COMMUNICATIONS �-rte PACIFIC TELECOM SERVICES, LLC THOMAS R. HOLLAND ■ STATE OF WASHINGTON REN. 02-18-15 _ l REVISIONS NO. DATE DESCRIPTION INITIAL A 04/18/14 ISSUED FOR PCD REVIEW AF 0 06/09/14 ISSUED FOR FCD REVIEW KB 1 10/23/14 ISSUED FOR FCD REVIEW ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 NOT USED NOT USED DATE NOT USED NOT USED A 24"x36" SCALE: NOT TO SCALE 15 11"x17" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 14 11"x17" SCALE: NOT TO SCALE 24"x36' SCALE: NOT TO SCALE 11'x17" SCALE: NOT TO SCALE 13 24"x36" SCALE: NOT TO SCALE 12 11"x17" SCALE: NOT TO SCALE ISSUED FOR FCD REVIEW NOT USED 1 COAXIAL GROUND KITS W/ LONG BARREL ISSUED FOR FCD REVIEW NOTE: COAT ALL MECHANICAL CONNECTIONS WITH 'NOOX" OR APPROVED EQUAL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) 0 II -E COPPER GROUND BAR. INSTALLED BY• GENERAL CONTRACTOR o 0000 0 0000 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0000 0) 0 0 0 0 0 0 0 O — 24" O FIELD VERIFY LABELED AS CONSTRUCTION SET #2 COPPER SOLID BARE TINNED WIRE NOT USED CADWELD GROUND BAR (-1 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11 24"x36" SCALE: NOT TO SCALE 1 O 11"x17" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE J 11"x17" SCALE: NOT TO SCALE X16 AWG FROM ANTENNA CABLE GROUND KIT \ \/` \ 24" TO ANTENNAS RX2 TX7/Rx1\ WEATHERPROOFING + KIT (TYP.) COAX JUMPER GROUND KR (TVP.) ANTENNA CABLE I 12'%TO I CM 1 * I ,y 120" MAX. I COPPER GROUND r,..e BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER /--- --V -- ,..A ,..e ...e ,..o j../--\/--\—/ ,..o .o` WEATHERPROOFING KR ======.10 (TYP.) CONNECTOR 1 1 #6 AWG WEATHERPROOFING KR (TYP.) SEE NOTE 2 iii 1 p111 ISOLATE FROM TOWER HALO w/ #2 TO LOWER TOWER BUS BAR " 11 O \ 'OO 0000 O 0 /-"•\OO O On 0 0 O O \ O l (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH R AWG BCW TO BUILDING SERVICE GROUND OR GROUND RING GROUND CONDUCTOR SHALL BE ELIMINATED WHEN NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. LI 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. CABLE GROUND CO SCALE ANTENNA CABLE COPPER ANTENNA GROUND TO EQUIPMENT (TYP.) BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR UTILITY POLE TO GROUND RING NOTES: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. DIQUI GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES SHALL ONLY USE EXOTHERMIC WELDS. GROUND WIRE24 GROUND BAR IS ELECTRICALLY BONDED TO "' METAL TOWER/MONOPOLE STRUCTURE INSTALLATION SCTA OTTATO SCCA"D 9, NOTUSEDSCALE GROUND CABZ'436CONNECTION" 24"x36" SCALE: 11"x17" SCALE: NOT TO SCALE "' 0 11"x17" SCALE: NOT TO SCALE / 24T 6CONNECTION SCALE: 11'x17" SCALE: NOT TO SCALE SCALE: CALE ' 11'417"" 11'x17" SCALE: NOT TO SCALE NOT USED[71:-NOT I. /1/..do4( NOT USED j 1 :::44b TYPE TA ti,41„. TYPE VN TYPE NC TYSS PE 4..,.4 .. TYPE W r.,, ., TYPE VS TYPE VB TYPE P T lit TYPE GT ,,,,,„ 46 TYPE GY TYPE GR TYPE GL USED CADWELD GROUNDING CONNECTIONS 24"x36" SCALE: NOT TO SCALE 11'x17" SCALE: NOT TO SCALE 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24'x36' SCALE: NOT TO SCALE 11'417" SCALE: NOT TO SCALE 2 24"x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. atstt mobility WESi COMMUNICATIONS PACIFIC TELECOM SERVICES. LLC THOMAS R. HOLLAND STATE OF WASHINGTON REN.02-1&15 - a REVISIONS NO. DATE DESCRIPTION INITIAL A 04/I6/14 ISSUED FOR PCD REVIEW AF 0 06/09/14 ISSUED FOR FCD REVIEW NB 1 10/23/14 ISSUED FOR FCD REVIEW ZLN NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2