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HomeMy WebLinkAbout1000-122.-6-35.4 OFFICE LOCATION: -„zx MAILING ADDRESS: Town Hall Annex ” P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY www.southoldtownny.gov n PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 13, 2022 Patrick O'Rourke c/o Dish Wireless Centerline Communications LLC 5550 Merrick Road Suite 302 Massapequa, NY 11758 Re: Approval —Amended Site Plan for Dish Wireless @ Laurel Stone Located at 7055 NYS Route 25, Mattituck SCTM#1000-122.-6-35.4 Zoning District: General Business (B) Dear Mr. O'Rourke: The following resolutions were adopted at a meeting of the Southold Town Planning Board on September 12, 2022: WHEREAS, this Amended Wireless Communications application is for a proposed Dish Wireless colocation at 85' a.g.l. on an approved existing 110' tall monopole and the addition of associated ground equipment within a 35 sq. ft. lease area. There is one carrier already located on this tower with three empty sections for future colocation (all concealed within the pole). There are also ±5,078 sq. ft. of existing buildings including a stone supply yard and associated accessory structures, all on 1.6 acres in the General Business Zoning District; and WHEREAS, on April 25, 2022, Patrick O'Rourke, authorized agent, submitted a check in the amount of$4,000 to the Office of the Planning Board pursuant to §280-74A(4) of the Town Code; and WHEREAS, on April 28, 2022, Patrick O'Rourke, authorized agent, submitted a Building Permit application to the Building Department; and WHEREAS, on August 5, 2022, the Planning board notified the applicant that a complete site plan is required to be submitted for review for the proposed action; and Southold Town Planning Board P a g e 12 September 13, 2022 WHEREAS, on August 29, 2022, Patrick O'Rourke, authorized agent, submitted an amended site plan application for review; and WHEREAS, on August 30, 2022, the Planning Board authorized CityScape Consultants to proceed with the work as outlined in the agreement; and WHEREAS, at a Work Session on September 12, 2022, the Planning Board accepted the application as complete for review with aid of technical review by CityScape Consultants; and WHEREAS, on September 12, 2022, pursuant to Southold Town Code §280-131(H), the Southold Town Planning Board agreed to waive the requirement for a public hearing regarding this amended application which involves a wireless colocation on an approved existing monopole with no height increase or ground equipment compound expansion; and WHEREAS, at a Work Session held on September 12, 2022, the Planning Board reviewed the report issued by CityScape Consultants on September 8, 2022; and, determined that the action falls within the FCC regulations of the Middle-Class Tax Relief and Job Creation Act of 2012. Therefore it is recommended for approval; and WHEREAS, at a Work Session held on September 12, 2022, the Planning Board found that all applicable requirements of the Site Plan Regulations Article XXIV, §280 — Site Plan Approval of the Town of Southold have been met; and WHEREAS, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, has determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; be it therefore WHEREAS, at their public meeting on September 12, 2022, the Planning Board granted a Negative Declaration for the proposed Unlisted Action; be it therefore RESOLVED, that the Southold Town Planning Board has determined that this proposed action is an Unlisted Action under SEQRA as described above, and be it further RESOLVED, that the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, snakes a determination of non-significance and grants a Negative Declaration; and be it further RESOLVED, that the Southold Town Planning Board grants Approval with conditions to the amended site plan entitled "Dish Wireless @ Laurel Stone", prepared by Charles J. Whelan, R.A., dated July 27, 2021 and last revised February 23, 2022, and authorizes the Chairman to endorse the site plan including the following plans: Southold Town Planning Board P a g e i 3 September 13, 2022 T-1 Title Sheet E-3 Electrical One-Line, Fault Calcs & Panels A-1 Overall and Enlarged Site Plan G-1 Grounding Plans and Notes A-2 Elevation, Antenna Layout and Schedule G-2 Grounding Details A-3 Equipment Platform and H Frame Details G-3 Grounding Details A-4 Equipment Details RF-1 RF Cable Color Code A-5 Equipment Details GN-1 Legend and Abbreviations A-6 Equipment Details GN-2 General Notes E-1 Electrical/Fiber Route Plan and Notes GN-3 General Notes E-2 Electrical Details GN-4 General Notes Conditions: 1. All new vertical feed lines/cables shall be installed inside the monopole structure; 2. All feed line access ports shall be sealed to prevent access by any birds or other wildlife; 3. The facility shall remain secured and protected from unauthorized personnel. 4. Any planned equipment changes that differ from the submitted Construction Drawings must be filed with the Town for review and approval. Please note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved Site Plans are valid for eighteen months from the date of,approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. Southold Town Planning Board P a g e � 4 September 13, 2022 A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. A copy of the Negative Declaration is enclosed for your records. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map; Town Engineer w/map OFFICE LOCATION: . MAILING ADDRESS: Town Hall Annex � P.O. Box 1179 54375 State Route 25 � �°� Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) r Telephone: 631 765-1938 Southold, NY www.s outholdtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance September 12, 2022 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Dish Wireless Colocation at Laurel Stone SCTM#: 122.-6-35.4 Location: 7055 NYS Route 25 SEQR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( ) No (X) Description of Action: This Amended Wireless Communications application is for a proposed Dish Wireless colocation at 85' a.g.l. on an approved existing 110' tall monopole and the addition of associated ground equipment within a 35 sq. ft. lease area. There is one carrier already located on this tower with three empty sections for future colocation (all concealed within the pole). There are also ±5,078 sq. ft. of existing buildings including a stone supply yard and associated accessory structures, all on 1.6 acres in the General Business Zoning District Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. The property is currently improved with a 110' tall monopole. AT&T currently occupies the top two canisters on the pole at 105' a.g.l. and 95' a,g.l. Related equipment cabinets, cables„ and related hardware within 2,500sf equipment. The property is zoned General Business (B). The land use on site is commercial. The surrounding land uses within the vicinity of the site are also commercial. The proposed action will not cause a substantial intensification of use over the current use. Further, the proposed action will not cause significant impacts to agricultural, open space, or recreational resources. The proposal will minimize ground disturbance, No substantial adverse change in existing air quality, ground or surface water quality or quantity, traffic, or noise level is expected due to this colocation. The monopole is visible from New York State 25 due to its height; a New York State Scenic Byway. All antennae will be internal, and no change to the current view shed will occur, The supporting infrastructure will not be visible from roadways. The Planning Board has determined that the placement of antennas in the monopole will not result in significant impacts on the view sheds important to the community due to the current use and operation of a wireless facility on-site. Existing equipment cabinets are located in a fenced compound surrounded by not visible public areas. The new Dish equipment is located within the fence amongst the cabinets and will not be readily visible. No major change in the use of either the quantity or type of energy will occur. The applicant has submitted an assessment of a Structural Analysis Report (2022). Cityscape, the. Town of Southold consultant on the project indicates that the structural usages were determined to be 55.3% of Maximum Tower Capacity (allowable 105%). The Applicant provided a Radio Frequency Electromagnetic Energy (RF-EME) Maximum Permissible Exposure (MPE) Study Report, prepared by an RF Engineer Manoj (Stephen) Jayakumar) dated May 20, 2022. The predicted software analysis performed with Roof View 5 has shown that the Dish transmitter equipment located on this stealth pole does not exceed the maximum permissible exposure levels for the FCC Public or FCC occupational standards for 100% of the predicted area on the ground (80 x 80 square feet). The maximum % MPE on the ground is 15.9% of the FCC Public Standard and 3.2% of FCC occupational Standard respectively.ively. The RF exposure in this area for the general public and/or occupational workers is mitigated by the installation of the yellow Caution sign at the base of the stealth pole, as well as Informational signage at all access points to the site. When taking into account the RF exposure mitigation efforts in the signage, this site is compliant with FCC Guidelines as designed. 2 Maximum exposure at ground level was determined to be within the FCC general population Maximum Public Exposure level (MPE). Therefore, no known creation of a hazard to human health is expected to occur as a result of the proposed action. The site is improved, no significant removal or destruction of large quantities of vegetation will occur. The New York Department of Environmental Conversation in a 2009 policy memorandum entitled Guidelines for Consultation with NY Natural Heritage regarding Proposed Collocations of Telecommunication Facilities on Existing Towers and Buildings (2009) has determined that proposed actions involving the co-location of new equipment on an existing structure (tower) are not likely to adversely affect Federally- listed species in New York, nor have any significant impacts on migratory birds or other trust resources. Therefore, no substantial interference with the movement of any resident or migratory fish or wildlife species, or significant habitat area or result in adverse impacts to a threatened or endangered species or the habitat of such a species are expected to occur. No significant, new ground disturbance will occur; therefore, the action would not result in adverse impacts on cultural/historic resources nor impair the character or quality of important historical resources. The site is currently improved and the proposed action will not result in significant adverse impacts to aesthetic resources or to existing community or neighborhood character or result in a material conflict with the community's current plans or goals as officially approved. Based upon such, no significant adverse environmental impacts are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Mark Terry, Assistant Town Planning Director Address: Southold Town Planning Board Telephone Number: 631-765-1938 cc: Town Board Building Dept. 3 Agency Use Clary ftfAptatt'cabtel Project OISba Colccalion Laurel Slone Date; $eWlea lbrrr1I3,2022 Full Environmental Assessment Form Part 3-Evaluation of the Magnitude and Importance of Project Impacts and Determination of Significance Part.3 provides the reasons in support of the determination of"sign ificance. The lead agency must complete Part 3 for every question in Part 2 where the impact has been identified as potentially moderate to large or where there is a need to explain why a particular element of the proposed action will not,or may,result in a significant adverse environmental impact. Based on the analysis in Part 3,the lead agency must decide whether to rewire an environmental inipactstaternent to further assess the proposed action or whether available information is sufficient for the lead agency to conclude that the proposed action will not have a significant.adverse environmental intpact. By completing,the certification on the next page„thelead agency can complete its determination of significance. Reasons Supporting This Determination: To complete this section: • Identify the impact based on the Part 2 responses and describe its magnitude. Magnitude considers factors such as severity, size or extent of an impact. • Assess the importance of the impact. Importance relates to the geographic scope,duration„probability of the impact occurring,number of people affected by the impact.andany additional environmental consequences if the impact were to occur. • The Assessment should take into consideration any design element or project changes. • repeat this process for each Part 2 question where the impact has been identified air potentially n-rtaderate to large or where there is a need to explain why a particular element of the proposed action will not.,or may,result in a significant adverse environmental impact. • Provide the reason(s)why the impact may,or will not,result in a significant adverse environmental impact • For Conditional Negative Declarations identify the specific condition(s)imposed that will rnodif� the proposed action so that no significant adverse environmental impacts will result. • Attach additional sheets,as needed. See Environmental Assessment Report prepared by Planning Board dated Septemeber 12,2022. Determination of Significance- Type 1 and Unlisted Actions ......... ._..... ..... ..._ _.. SEQR Status: ❑ Type 1 ❑✓ Unlisted Identify portions of EAF completed for this Project: © Part 1 ©Part 2 ©Part 3 Upon review of the information recorded on this EAF,as noted,plus this additional support information Fi',pnmn l ; essrr�ersl...��r r.t .. ld_010_bjy4•�0?Q ......... �.... ._ and considering both the magnitude and importance of each identified potential impact,it is the conclusion of the ............ as lead agency that: © A. This project will result in no significant adverse impacts on the environment,and,therefore,an environmental impact statement need not be prepared. Accordingly,this negative declaration is issued. ❑ B. Although this project could have a significant adverse impact on the environment,that impact will be avoided or substantially mitigated because of the following conditions which will be required by the lead agency: There will,therefore,be no significant adverse impacts from the project as conditioned,and,therefore,this conditioned negative declaration is issued. A conditioned negative declaration may be used only for UNLISTED actions(see 6 NYCRR 617.d). ❑ C. This Project may result in one or more significant adverse impacts on the environment,and an environmental impact statement must be prepared to further assess the impact(s)and possible mitigation and to explore alternatives to avoid or reduce those impacts. Accordingly,this positive declaration is issued. ........... _ _ ...... Name of Action: DISH Colocation Laurel Stone Name of Lead Agency: Town of Southold Planning Board Name of Responsible Officer in Lead Agency: Donald Wilcenski,Chair Title of Responsible Officer: Same Signature of Responsible Officer in Lead Agency. { ...... .. • � � � Date. Sept 13 2022 ....... Signature of Preparer(if different from Responsible Officer) -a ate Sept 13,2022 For Further Information: Contact Person: Mark Terry,Assistant Town Planning Director Address: P,O,Box 1179,53095 Main Road,Southold,NY 11971 Telephone Number:631-765-1938 E-mail: Mark.Terry@town.southold.ny.us For Type 1 Actions and Conditioned Negative Declarations,a copy of this Notice is sent to: Chief Executive Officer of the political subdivision in which the action will be principally located(e.g.,Town/City/Village of) Other involved agencies(if any) Applicant(if any) Environmental Notice Bulletin: ttp://wwwv de ,ray,gavlenb/enb.html PRINT FULL FORM, Page 2of2 Southold Town Plannin Board Work, Session-Se tember 12 2022 - Pae 5 22-6-35.4 -------FS C6,,:-�M#, 600 d10 Project Name: Dish Wireless Collocation Laurel Stone Location: 7055 Main Road, Laurel ion: This Amended Wireless Communications application is for a proposed —be-S—Cript Dish Wireless colocation at 85' a.g.1. on an approved 110' tall monopole and the addition of associated ground equipment within a 35 sq. ft. lease area, There is one carrier already located on this tower with three empty sections for future colocation (all concealed within the pole). There is ±5,078 sq. ft. of existing buildings including a stone supply yard and associated accessory structures, all on 1.6 acres in the General Business Zoninq District, Laurel. Status: Pend' --::J' Reyi.ew for Determinion .r on: at I C chments, ff Re or --........... I - � , —,—1 Slq� Discussion: ❖ Planning Board Monthly Report for August 2022 ❖ Site Plan Use Determinations (SPUD): o 411 Equestrian Avenue Island Outfitters, 411 Equestrian Avenue, Fishers Island, SCTM#1 000-9-4-3 Southold Planning Department Staff Report Site Plan Application Work Session -Analysis Date September 12, 2022 Prepared By: Brian Cummings I. Application Information Project Title: Dish Wireless Colocation at Laurel Stone Applicant: Dish Wireless Date of Submission: August 5, 2022 to Planning Tax Map Number: 122.-6-35.4 Project Location: 7055 NYS Route 25 Hamlet: Mattituck Zoning District: B- General Business II. Description of Project Type of Site Plan: Wireless colocation Acreage of Project Site: 1.6 acres Building Size 110' existing Monopole ±5,078sf existing This Amended Wireless Communications application is for a proposed Dish Wireless colocation at 85' a.g.l. on an approved existing 1 10' tall monopole and the addition of associated ground equipment within a 35 sq. ft. lease area. There is one carrier already located on this tower with three empty sections for future colocation (all concealed within the pole). There are also ±5,078 sq. ft. of existing buildings including a stone supply yard and associated accessory structures, all on 1.6 acres in the General Business Zoning District. A. Existing: 1. July 2020 site plan for construction of 110' tall monopole. AT&T currently occupies the top two canisters on the pole at 105' a.g.l. and 95' a.g.l.; 2. Related equipment cabinets, cables, and related hardware within ±2,500sf equipment compound B. Proposed Dish Wireless colocation: 1. Two (2) mounted panel antennas at 85' above ground level; 2. ±35sf equipment compound lease area, GPS and cable transfers; C. CilyScape Technical report dated September 8 2022: 1 Dish Wireless @ Laurel Stone 1. Structural Analysis dated October 12, 2021 shows the tower at 56.3% of usage capacity (out of an allowable 105%) and is structurally compliant; 2. RF Exposure Analysis dated May 20, 2022 found consistent with FCC guidelines; 3. Conclusion: L Cityscape verified this application to be an eligible facilities request and meets the definition of a non-substantial change and therefore, this application meets the requirements of an eligible facility and streamlined processing with administrative approval ii. The applicant is reminded that any planned equipment changes that differ from the submitted Construction Drawings must be filed with the Town for review and approval. V: Item to consider: Based on the analysis referenced above and included in the CityScape Technical Report dated September 8, 2022, all site plan requirements have been met and the Planning Board may make a determination of approval at tonight's Public Meeting. 2 Michaelis, Jessica From: Lanza, Heather Sent: Thursday, July 21, 2022 10:45 AM To: Elizabeth Herington-Smith Cc: Michaelis, Jessica; Cummings, Brian A.; Cerezo, Mara Subject: FW: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4 (7055 Main Rd. Mattituck) DISH 2219 Attachments: 2219 FE FCC rules affidavit 7-21-22.pdf, NYNYCO2219A_EME- MPE_Study_Jurisdictional_signed.pdf Hi Elizabeth, As discussed yesterday, this one is still in the completeness phase of the Building Permit Application. We need to know if this satisfies what CityScape said was missing from that application (see your email below). Once you tell us they have submitted all the required materials, we will have them submit a site plan application, which is essentially the Building Permit application materials and a site plan application form. When we get that, then we will ask you for the substantive review. Please wait on the substantive review until we ask for it. Now is just completeness. Thank you! Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.BOX 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl((southoldtownmy.gou From: Patrick O'Rourke<patrick@brennanshore.com> Sent:Thursday,July 21, 2022 10:39 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us>; Lorna Mund <lorna@brennanshore.com> Cc: Michaelis,Jessica <jessica.michaelis@town.southoId.ny.us>; Cummings, Brian A. <brian.cummings@town.southold.ny.us>; Cerezo, Mara <marac@southoldtownny.gov> Subject: RE: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4(7055 Main Rd. Mattituck) DISH 2219 Heather, See attached and let us know if anything else is needed in order to issue the building permit. Thank you, Patrick O'Rourke 5550 Merrick Road, Suite 302 1 Michaelis, Jessica From: Patrick O'Rourke <Patrick@brennanshore.com> Sent: Thursday, July 21, 2022 10:39 AM To: Lanza, Heather; Lorna Mund Cc: Michaelis, Jessica; Cummings, Brian A.; Cerezo, Mara Subject: RE: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4 (7055 Main Rd. Mattituck) DISH 2219 Attachments: 2219 FE FCC rules affidavit 7-21-22.pdf, NYNYCO2219A_EME- MPE_Study_Jurisdictional_signed.pdf Heather, See attached and let us know if anything else is needed in order to issue the building permit. Thank you, Patrick O'Rourke 5550 Merrick Road, Suite 302 Massapequa, NY 11753 516®263®8817® cell 516®557®2398® office From: Patrick O'Rourke Sent:Tuesday,July 5, 2022 11:57 AM To: Lanza, Heather<heather.lanza@town.southold.ny.us>; Lorna Mund <lorna@brennanshore.com> Cc: Michaelis,Jessica <jessica.michaelis@town.southoId.ny.us>; Cummings, Brian A. <brian.cummings@town.southold.ny.us>; Cerezo, Mara <marac@southoldtownny.gov> Subject: RE: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4(7055 Main Rd. Mattituck) Heather, I received the e-mail, we are working on deliverables. Thank you, Patrick O'Rourke 5550 Merrick Road, Suite 302 Massapequa, NY 11758 516®263®8817® cell 516®557®2398® office From: Lanza, Heather<he..Cher.._Inz ( taaw_n.saaathaa.ld.n. LA > Sent: Friday,July 1, 2022 12:24 PM To: Patrick O'Rourke<prick( rnnnshr .ccrn> Cc: Michaelis,Jessica <`essica.michaelis( town.southold.n ...._has>; Cummings, Brian A. <brian.cummin s@town.southold.n�y.us>; Cerezo, Mara <marac( SOLAtholdto nny...ggvv> ............................................................... ............................... Subject: RE: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4(7055 Main Rd. Mattituck) Hi Patrick, i DocuSign Envelope lU F17CECCC-9FA4-4193-9841,F'979A4C21AF9 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK, STATE OF NEW YORK ......... ......... ..................... ......... ... ...................... In the Matter of the Application of Dish Wireless LLC For approval to collocate at a public utility wireless telecommunications facility at: 54375 Route 25 Southold, New York 11.952 Section 122, Block 6, Lot 35.4 ("Premises") STATE OF NEW YORK ) SS.- COUNTY OF SUFFOLK ) Austin Barth, being duly sworn, deposes and says: 1. 1 am a Project Manager for Dish Wireless LLC ("DISH"). As a Project Manager, I confirm that DISH is in full compliance with the FCC rules and the FCC Best Practices Guide regarding interference to other radio facilities for its proposed public utility wireless telecommunication facility located at 54375 Route 25, Southold, New York, in the Town of Southold. —Docu Signed by, By Quip o . Sworn to before me this day of.J-_J2022 ' lk SO'llourke 14........... J'attie .,��otary Put)He State of New York, No. 0]1110111, 52092 Qualif acid in Nassau County rry�wr� Y,�J,I F!x","'�,i Dec. 5, 24, Notary Public ill, Radio Frequency — Electromagnetic Energy (RF-EME) - Maximum Permissible Exposure (MPE) Study Report for Site ID: NYNYCO2219A 7055 Main Road, Mattituck, NY 11952 Date: May 20, 2022 Prepared by: Stephen Jayakumar Email: stephen.jayakumar@dish.com Name: Manoj (Stephen) Jayakumar Title: RF Engineer w� N 4 r Signature: ' . ..�" ......... .��........ Date: 5/20/2022 Confidential and Proprietary C<>2021 DISH WIRELESS Site Report Summary Table __....._. _...........--_...........__......�...........___.....___.._.._._..__-___....._........................ Is Site Compliant with FCC Rules and Regulations? Yes __... _.___.................. .......__...._....._........_....._........_---_._.___.____.__.......___---...._..__.._...._.... .__-....................___ Is Remediation Required? No _...._____....__.._-_..........._......._.......................... Any Other Recommendation(s)? Table of Contents SiteReport Summary Table............................................................................................................ 1 1. Introduction and the Purpose of the Report................................................................................ 2 2. Site Data Description.................................................................................................................. 3 3. Analysis....................................................................................................................................... 7 3.1 RoofView study on the Ground............................................................................................ 7 3.1.1 FCC MPE Limits........................................................................................................... 7 3.1.2 FCC 5% Rule............................................................................................................... 12 3.2. Signage Location Diagram ................................................................................................ 15 4. Conclusion................................................................................................................................ 16 5. Attachments .............................................................................................................................. 1.7 5.1 Attachment A...................................................................................................................... 17 5.2 Attachment B...................................................................................................................... 18 1 Confidential and Proprietary(r_-,>2021 DISH WIRELESS 0 1 . Introduction and the Purpose of the Report ']'his report addresses exposure to radio frequency electromagnetic fields in accordance with the FCC Rules and Regulations for all individuals, classified in two groups, "Occupational" and "General Public." All computer modeling and analytical methods have been performed in accordance with the FCCs Office of Engineering and Technology Bulletin 65 ("OET Bulletin 65"), Evaluating Compliance with FCC Guidelines for Hunian Exposure to Radio Frequency Electromagnetic Fields, Edition 97-01, published August 1997, This document specifically addresses compliance of Dish's transmitting facilities independently and in relation to all collocated transmitting facilities, which together constitute the RF environnient at the site. 'This report contains a detailed summary of the RF environment at the site including- * Theoretical MPP based on software modeling * Some pages of the construction drawing of the site The predictive software tool, RoofViewV 5, utilizes a cylindrical model that provides a spatially averaged power density that is calculated in one square foot increments (pixels). 'The composite RE fields are displayed as a percentage of the appropriate standard.. Spatial-peak is the maximum RF energy, across the area of the human body(,about six feet high), that an individual can be exposed to. This is considered the Full Body Peak (FBP), 'This level should be considered the highest level that is found in.the area of interest. If(luring the evaluation of an area for exposure, there are no FFP exposures above the MPP being considered, the area is considered below the limits and requires no additional. evaluation. Spatial-averaging: If during the evaluation of an area for potential exposure, it is determined that there are areas where peakBP levels exceed the MPE, then spatial-averaging is required. Spatial-averaging considers the complete area of the human body in the evaluation of`exposure, If there is an area that RF fields are above the applicable MP E limit, then additional vertical measurements should be taken. 'This is done to understand.the levels between the ground level and six feet high. 'The average of these vertical measurements is known as theSpatial-averaged exposure, which is used to evaluate compliance with the MPE. The plots in Section 3 show the spatial average predicted power density levels in the reference plane indicated as a percentage of the General .public Limits. Please note that 100% of the General Public Limits corresponds to 20%of the Occupational Limits as shown in Section 5 Attachment A. 2 Confidential and Proprietary 0 2021 DISH WIRELESS 0 2. Site Data Description This is a stealth pole with three sectors and the sketch below shows the section of the stealth pole where the antennas are located. The data configuration for the site is also provided below. 35*OW PROPOSMDIM Whiom LLC.MYOM mp. or I po (3) E,FTI'•' !-T E,VTI' - '-AIAJE' ti PROPDISH WM#n LLC.SMP voT ANTENNA RAD CENTER 0 85*-0' A-G,L ANTENNA LAYOUT 2 Dish Plan View 3 Confidential and Proprietary CC>2021 DISH WIRELESS NOTES E�VA ° ' 1. WHIRM,'hMt sMYU.FlW AM ML CM qM. 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Analysis RoofViewg 5 uses both 'Near Field' and 'Far Field' approaches to calculate the RF Energy and determines the percentages of electromagnetic exposure as defined by the aforementioned bulletin. RoofViewV 5 is Dish's approved roof top prediction software. An analysis of this site was completed to establish safe working distances for the Public utilizing guidelines set forth by the Federal Communications Commission (FCC) with regards to maximum human exposure limits; this has been accomplished by the use of predictive modeling software. The modeling predictions have been done using 100% transmitter duty cycle. This will predict a worst case scenario for safety reasons. The purpose of this study is to determine safe distances for the general public from the antenna arrays and to bring the site into FCC/OSHA compliance. The predictive software tool utilizes a cylindrical model that provides spatially averaged power density that is calculated in one square foot increments (pixels). The composite RF fields are displayed as a percentage of the appropriate standard. These are the predicted software plots of the Maximum Permissible Exposure(MPE). This site has been analyzed using the General public/uncontrolled exposure limits and Occupational/controlled exposure limits. A representation of the stealth pole is shown. NOTE: The plot grids are in 10 feet increments. Individual pixels are I foot square. 3.1 Roofflew study on the Ground 3. 1. 1 FCC MPE Limits For Limits see Attachment A. Threshold definitions (see Attachment B for Signs): GREEN <= 100%of FCC Public Standard BLUE > 100%to <= 500% of FCC Public Standard YELLOW > 500% to <= 5000% of FCC Public Standard RED > 5000% of FCC Public Standard The chart below shows a summary of the exposures on the ground, in one square foot increments for Public Limits MPE. The highest exposure occurs at a point directly in front of the direction of propagation of the antenna. 7 Confidential and Proprietary V 2021 DISH WIRELESS �'� lyiii';ijjjliiiii IIIIIIIIIIIIIIIIIIIIIII AM wy .I. IIIIIIIIIIII I 1111111 Ground level RF-EME exposure 8 Confidential and Proprietary CE-)' 2021 DISH WIRELESS Ground level RF-EME exposure with sketch overlay 9 Confidential and Proprietary CO 2021 DISH WIRELESS Statistical Summary E SFT. FT. 6400 . of Total R00f Area 0 6400 % of Selected Area ..... w $ 0,00 0.00 % of Seleded Area Sec `e,a I . / Rod t M HeLp ; 1 Ground level RF-EME MPE Statistical Summary (FCC Public Standard) 10 Confidential and Proprietary 0 2021 DISH WIRELESS Statistical Summary P ta �� -ea 1400 100.00 % 6400 % of Selecte �r F(fX �nf ✓r,l1�llPr y tiv�4u�a F,u'�6�r��rx1✓r>en Selected Area f 0.00 f Selected . _ � " Vii" Selected .... ..� ... .. � ,00 .. ... ,. „.,... �..., ,.:�.. � , sl ea o U , Ground level RF-EME MPE Statistical Summary (FCC Occupational Standard) 11 Confidential and Proprietary Q 2021 DISH WIRELESS 0 3- 1.2. FCC 5% Rule For Limits see Attachment A. PURPLE > 5% of FCC Public Standard The chart below shows the area where Dish's signal contributions are greater than 5% of the Public MPE Limit. This is as per the FCC's OET Bulletin 65, which states: "The rules adopted by the FCC specify that,in general,at multiple transmitter sites, actions necessary to bring the area into compliance with the guidelines are the shared responsibility of all licensees whose transmitters produce field strengths or power density levels at the area in question in excess of 5% of the exposure limit (in terms of power density or the square of the electric or magnetic field strength) applicable to their particular transmitter." 12 Confidential and Proprietary V 2021 DISH WIRELESS 0 Ground level RF-EME exposure (MPE S%threshold with other operator antennas turned ofj) 13 Confidential and Proprietary CD 2021 DISH WIRELESS 1111111111111 Statistical Summary Few 6400 100.00 Tl ROOF Area �✓i �� ,R 9VM i of e a N 5 ✓F✓yr i,fY tV;N„11 1vnJIH Jl�JJ>�'/ xxr✓w ur✓, Setted. ed Area leArea % of Salsas 77/ Rd %. . , bfic ,55b. . Ground level RF-EME MPE Statistical Summary (MPE S%threshold with other operator antennas turned off} 14 Confidential and Proprietary 0 2021 DISH WIRELESS 3.2. Signage Location Diagram E'f.Tl'.v,'.H• F.E,E.a„Ti,E'.T a•.TE^^',s T.: CI. a ., . L,. S.•I Th <T,,T c.TE', E;YT i,•T., c3fPROPOSM IG3 LLC. Y11C1�' L aCk 1 F 9ME PME----.. I E•d TI' _.E 1 9M MOMMU I 1 1 ICE BiC1911 wYyws LIC. 1 PROPOSM WN CPS 11aR E'1 TI'.' E'T"' r„T 4 AT TT PROP)SED NQRTH [LEVA119 1 i/s�sr_C” Notice Sign Caution Sign Warning Sign Information Sign — — Chain Link 15 Confidential and Proprietary(D 2021 DISH WIRELESS 0 4. Conclusion The charts in Section 3 show a summary of the RF-EME exposures on the ground for the area within the perimeter of the chain-link fence surrounding the stealth pole, in one square foot increments. The furthest distance from the base of the stealth pole displayed is 50 feet. The RoofViewV 5 prediction model used in this analysis is the Near/Far Spatial Average model,where the near field spatially averaged power density is calculated using a cylindrical model and varies as a function of inverse distance, while the spatially averaged power density is decreased as inverse distance squared in the far field. These results assume that the equipment uses the maximum transmitter capacity with 100%duty cycle and therefore are the worst case scenarios. The antenna locations for the other operator(s), if present, have been included in the study to give a composite value. The predicted software analysis performed with RoofViewV 5 has shown that the Dish transmitter equipment located on this stealth pole does not exceed the maximum permissible exposure levels for the FCC Public or FCC Occupational standards for 100%of the predicted area on the ground (80 x 80 square feet). The maximum % MPE on the ground is 15.9% of the FCC Public Standard and 3.2% of FCC Occupational Standard respectively. The RF exposure in this area for the general public and/or occupational worker is mitigated by the installation of the yellow Caution sign at the base of the stealth pole,as well as Informational signage at all access points to the site.When taking into account the RF exposure mitigation efforts as shown in the signage location diagram in Section 3, this site is compliant with FCC Guidelines as designed. 16 Confidential and Proprietary V 2021 DISH WIRELESS 0 5. Attachments 5.1 Attachment A - LIMITS FOR MAXIMUM PERMISSIBLE EXPOSURE (MPE) (A) Limits for Occu(,mtional/Controlled Est arae Trt,'?q'user n,­ Electric Field t%1cNi,)etic Field Densibe Avera(,,;irkq i�ne Stnenc)th (L) Strengt1i (S111 Qfl,1z) tv/�n' WrT0 (Vyr'ejgn,12) I n vT1 Ut es 63 3,'0" 614 1.63 (100),-, 6 10 30 184Z/f (qooie�- 6 30 300, 61A 0,163 L0 1(-� 30(') 150U fjRK) b (0) Limits for General Population/Uncontrolled Exposum i'reLp.liencN, Eledrk Vieki Maqrwbc Me'd wear Dcyi(sity giver ac,n4,.,j Nne a fa t: Strength (L' Strengiti a,H) (Y I El', I H'�or albfi z (V/1TI) I,' n) (rrlw/an') (inviutes 3, 134 614 1.63 (10,0)" 30 30 300 27,5 0.0/3 (),2 V 3001500 f/150,0 30 1500 lox"),000, G 30 f ,. fivoency h NNr (Ibne wave oqWvalent j,xovocq,density NO E I.„ Oc.,cttl.7ationallt-,(ji)trolleLI Oftirts app�,,,y Osduatirx Is hi whkh px,,,!ts:)rts art! ext e fu0y aware of the t,)kitentW for expic)sure anf�,,J can exerbse cc),ntrd over tfi(mr extx,,,�smuire, I its f(W occupifiona�jcontrolk.d expisure also apply in sftuatloins aderaro- dwidual �s rransw.4M throuqh a pocabon Mitere Nrnft's ar)py pivowfdcel hct,,x she is nizf,,: aware of &ie t�x)tentd frr exposure, f,,407E )c Ge.,ner,atf)optilationlunrontrfitbdex.pi)ti,tiresa0:)�)�y fn situations liiiv,ahlrh the qrn,w)4 pubk may te expocwfl, or in pmrsckns that arie (rxpc),sed as a cons,efl'u-iPme of their,ernp[aynentrnay not fully aware of Uric tmtenbai foir eXf'KrSLfl'e or can Uio, exercise motrol rNIC11 VIEW experAire. 17 Confidential and Proprietary 0 2021 DISH WIRELESS 0 5.2 Attachment B #4 NOTICE signs alert persons that they are attempting to access an area in which RF exposure levels could potentially exceed the General Population/Uncontrolled MPE. This sign must be posted in a visible area at each entrance to the site and at localized ���*��) areas (in conjunction with any required barriers) when the RFE survey indicates that exposure levels in any area of the rooftop or on the ground are equal to or exceed the P".froolluency flop" this pshtt—y aue"d fto FCC General Population/Uncontrolled MPE. Veseral public expasurio floWt. gukw— ACAUTION CAUTION signs alert persons that they are attempting to enter an area in which RF exposure may exceed the Occupational/Controlled MPE. This sign must be posted in a visible area at each entrance to the site and at localized areas (in conjunction with any required barriers)when the RFE survey indicates that exposure levels in any area of the rooftop or on the ground are equal to or exceed the —i;;=this With Occupational/Controlled MPE. R"o frequency R*Ms at this site silly axe*"FCC rules for lunnan sspcsu Par 2—walotA obey oil PDOW.4m ond she 9.06.0—for wold"In WARNING signs alert persons that they are attempting to enter an area in which the RF exposure may exceed the Occupational/Control led MPE by a factor of 10 or greater. This sign must be posted in a visible area at each entrance to the site and at localized areas(in conjunction with any required barriers)where this level of beyoml this point, exposure might occur. ftwo fr—y 0*1d. t this oft "Y__"FCC-I..far h-- .p. P"... "Y V�W—Ildft In raft ft� —ft ic�io.� INFORMATION signs shall be posted at all 19,00,11"""'I'll &VT0f; "TtMAS 01.00POMM access points to a site.They may provide av"OY 0732 ZTNs is an ACCESS POINT to an contact information for any questions or area with trans7mitting an7te:nwas. concerns regarding the site. This type of sign SWISAU40ft"CO SAM also includes a Spanish translated version. RM, 1*1U,AMOM 18 Confidential and Proprietary V 2021 DISH WIRELESS Michaelis, From: Patrick O'Rourke <pathck@brennanshore.com> Sent: Tuesday, July S' 2O2211:S7AK4 To: Lanza, Heather; Lorna K4und Cc: Michaelis, Jessica; Cummings, Brian A.; [erezo' Mara Subject: RE: DISH VV|re|essco|ocation. at Laurel Stone tower 122-6-35.4 (7055 Main Rd. K4attituck) Heather, | received the e'mai|, vveare working on deliverables. Thank you, Patrick O'Rourke 5550 Merrick Ruad, Suite 302 Massapequa, NY11758 516-263-8817- cell 516-557-2398- office From: Lanza, Heather<heather.|anza@tovvn.southo|d.ny.usx Sent: Friday,July 1, ZUZZ1Z:Z4PM To: Patrick O'Rourke<patrick@brennanshorezomx Cc: Michaelis,Jessica "jessica.michae|is@tovvn.southoId.ny.usx; Cummings, Brian A. <brianzummin8s@tovvn.southo|d.ny.usx; Cerezo, Mara <marac@southo|dtovvnny.8ovx Subject: RE: DISH Wireless co|ocation. at Laurel Stone tower 1ZZ'6'35.4(7U55 Main Rd. Mattituck) Hi Patrick, Just checking tnsee ifyou received this email. lhave tried calling Loma twice and had tnleave umessage. Heather Heather Lanza,A/CP Town Planning Director Southold Town Planning 53095Route 25 P.O.Box 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: From: Lanza, Heather Sent:Thursday,June 3U, ZUZZ 1:47 PM To: 'patrick@bnennanshone.com' Michaelis, Jessica From: Lanza, Heather Sent: Thursday, June 30, 2022 1:47 PM To: patrick@brennanshore.com Cc: Michaelis, Jessica; Cummings, Brian A.; Cerezo, Mara Subject: FW: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4 (7055 Main Rd. Mattituck) Dear Patrick—Lorna called on this, but I don't have her email. Below is a list of items our technical consultant has found missing from the Building Permit Application. Please submit them at your earliest convenience to the Planning Department. We will run them by our consultant and then send them down to the Building Dept to be made part of that application. Please review Town Code Wireless regulations in Chapter 280 for how to submit a site plan application. Link to Town Code: p.t.tla _;// ,e..30()_._ Q.m./5._1_G2 4.9 After the building permit application is found complete, we will supply you with a letter stating that you need site plan review and you will then submit a site plan application to the Planning Department. Regards, Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.BOX 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl(&southoldtownmy.gou From: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> Sent:Wednesday,June 29, 2022 1:54 PM To: Lanza, Heather<heather.lanza@town.southold.ny.us> Cc: Michaelis,Jessica <jessica.michaelis@town.southoId.ny.us>; Cerezo, Mara <marac@southoldtownny.gov>; Cummings, Brian A. <brian.cummings@town.southold.ny.us> Subject: Re: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4(7055 Main Rd. Mattituck) The application is not complete.The following items to be addressed: 1) Provide an RF human exposure analysis and report showing compliance with the FCC maximum RF energy levels and in accordance with Bulletin OET-65.The analysis should include all current transmitters on the tower as well as the proposed Dish facility. i 2) Provide a signed and dated letter, writer identified by name and position, stating that Dish will comply with FCC rules and the FCC Best Practices Guide regarding interference to other radio facilities.This letter must come from either Dish or American Tower(tower owner). Best regards, Elizabeth Elizabeth Herington-Smith uYm GiuYmoour°GiuYm auriiaour° Direct Line: 561-541-3104 CITYSCAPE CONSULTANTS,INC. Toll Free: 877-438-2851 www.cityscapegov.com From: Heather Lanza <heat er..V _n_z_ ._ Date: Wednesday, June 29, 2022 at 12:51 PM To: Elizabeth Herington-Smith < iz ethJ yc g _ @r recr > Cc: "Michaelis, Jessica" <"essica.r�nichaeVis d)town.southoVd,n ,us>, "Cerezo, Mara" <m rac « ru Vd own�.Y:.g . y>, Brian Cummings <brp nxum > ...................._..... _ _ ......................g Subject: RE: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4 (7055 Main Rd. Mattituck) Here is the link to the file. Please review for completeness. Thank you. p .://24:...x_ .2.8_..22.8_:204.0/webl /O/ ,oc/:1_097065/P�gg_1..as 2 Michaelis, Jessica From: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> Sent: Wednesday, June 29, 2022 1:54 PM To: Lanza, Heather Cc: Michaelis, Jessica; Cerezo, Mara; Cummings, Brian A. Subject: Re: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4 (7055 Main Rd. Mattituck) Attachments: LOA DISH 7055 Main Rd 1000-122.-6-35.4.pdf The application is not complete.The following items to be addressed: 1) Provide an RF human exposure analysis and report showing compliance with the FCC maximum RF energy levels and in accordance with Bulletin OET-65.The analysis should include all current transmitters on the tower as well as the proposed Dish facility. 2) Provide a signed and dated letter, writer identified by name and position, stating that Dish will comply with FCC rules and the FCC Best Practices Guide regarding interference to other radio facilities.This letter must come from either Dish or American Tower(tower owner). I have also attached an LOA for this site as it will be needed to generate the PO for this application. Let me know if you need anything else. Best regards, Elizabeth Elizabeth Herington-Smith uYmgGiuYmoour°GiuYmgMauYmagour° Direct Line: 561-541-3104 CITYSCAPE CONSULTANTS,INC. Toll Free: 877-438-2851 www.cityscapegov.com From: Heather Lanza <heather.lanza@town.southold.ny.us> Date: Wednesday, June 29, 2022 at 12:51 PM To: Elizabeth Herington-Smith <elizabeth@cityscapegov.com> Cc: "Michaelis, Jessica" <jessica.michaelis@town.southold.ny.us>, "Cerezo, Mara" <marac@southoldtownny.gov>, Brian Cummings <brian.cummings@town.southold.ny.us> Subject: RE: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4 (7055 Main Rd. Mattituck) Here is the link to the file. Please review for completeness. Thank you. p .://24:...x_ .2.8_..22.8_:204.0/webl /O/ ,oc/:1_097065/P�gg_1..as From: Lanza, Heather Sent:Wednesday,June 29, 2022 12:20 PM To: 'Elizabeth Herington-Smith' <elizabeth@cityscapegov.com> Cc: Michaelis,Jessica <jessica.michaelis@town.southoId.ny.us> Subject: RE: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4(7055 Main Rd. Mattituck) 1 I will as soon as it is scanned. Thanks. From: Elizabeth Herington-Smith «I%z beth(�_cijys gegov.com> Sent:Wednesday,June 29, 2022 10:28 AM To: Lanza, Heather<he. then:l2n.z ( t n:sc �athc ld:n •us> Subject: Re: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4(7055 Main Rd. Mattituck) Good morning, I don't have anything for this address. Can you send me the link and we can look at it for completeness for you. Elizabeth Herington-Smith 1561III...541II...3"III04 From: Heather Lanza <heather..J _n_z_ ._ - ne r u hr Vdenye > Date:Tuesday, June 28, 2022 at 4:46 PM To: Elizabeth Herington-Smith < fiz beth ._J y�_c gr recr n> Subject: FW: DISH Wireless colocation. at Laurel Stone tower 122-6-35.4 (7055 Main Rd. Mattituck) Hi Elizabeth, Did you receive anything from us about this application? If so, did you do a completeness review of it? Jessica and Brian are both out and I'm trying to follow up on this one. Thanks. Heather Lanza,AICP Town Planning Director Southold Town Planning 53095 Route 25 P.O.BOX 1179 Southold,New York 11971 Phone: (631)765-1938 E-mail: heatherl(&southoldtownmy.gou 2 cKyscape2423 S.Orange Ave,#317 Orlando, Florida 32806 CONSU LTA N 'I` S , I N C . Tel:877.438-2851 Fax:877.220-4593 LETTER OF AGREEMENT June 29, 2022 Brian Cummings, Planner Town of Southold 53095 Route 25 Southold, New York 11971 Re: Agreement between Town of Southold, New York (Town) and Cityscape Consultants, Inc. (Consultant) Dear Mr. Cummings, As per the above referenced Agreement between Town and Consultant, Consultant agrees to provide a review and analysis for a Dish Wireless application to collocate equipment at a wireless communications facility located at SCTM#1000-122.-6-35.4, 7055 Main Road, Mattituck, Laurel Stone tower. Review services for the Application will be performed at an agreed upon rate of four thousand, dollars ($4,000). There will be no additional costs of fees associated with the review of this Application and/or follow-up letters relating to this Application. Consultant will provide the services as outlined in Exhibit A, Scope of Services, of the Agreement. Sincerely, Elizabeth Herington-Smith Engineering Manager CityScape Consultants, Inc. TOWN OF SOUTHOLD-BUILDING DEPARTMENT ;•mo�OS�yfED Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hftps://A&,ww.soutlioldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT PERMIT NO. For Office Use Only C Building Inspector: II APR 2 8 2022 ED Applications and'-forms must be filled out In their entirety.Incqrnp! t .app ications Will not be' :accepf6d.,Whd r-e-t' an Applicant is BUILDING DEPT in TOWN OF SOUTHOLD OwneesAut'hora'aition-for' (Page2t640'completed: s6ii Date: ROPIERTY�;�' 41 Vr -OWN "DY Name:Laurel Stone..SUppjy?JUsJQq_._ SCTM#1000-122-6-35.4 Project Address:7055 Main Road Phone#: 6V -o299'- 7k)2-1ail: Em 'Opq 1�0-1 Mailing Address: 7p� 3- 7_' �1 'CONTACT�PIEIRSOIN 4 Name:Patrick O'Rourke Mailing Address:5550 Merrick Road, 3�Q?,,_Massage_qqqNY 11 Phone#:516-557-2398 EmailSatrick@brennanshore.com V, ' j" DESIGN'PROF IESSIQINIA'�-�JINFORMATION 4i p ' , K Name:Salient Architects, LLQ Mailing Address:325 N 1 0Y1qt1P§t,.W1!q 400, Lewisburg, P 17837 Phone#:201-567-0032 -EmaiIII-qk@salientassociates.com CONTRACTOR INFORIIIIAION ` q m 1 ww;_e Name:.. C"Q_ 6 V� Mailing Address: Phone#: Email: ES E]New Structure ®Addition ElAlteration F-]Repair ElDemolition Estimated Cost of Project: Dother $35,000 Will the lot be re-graded? E]Yes R No Will excess fill be removed from premises? DYes 8 No :s x PFtQPERTY{f+1FORMATION ' Existing use of property:supply yard/telecommunications facility Intended use of property:telecommunications facility Zone or use district in which premises is situated Are there any covenants and restrictions with respect to B- General TBusines ____ this property? ❑Yes ®No IF YES, PROVIDE A COPY. " a • ,- - .a.., e� %""` vF+a§ ,d,*d,*,4"<da;."z u gT3•a.v '° F B Cheek BdwAfter Reading TThe owner/contrapctorldesign professtonal is respansible aii°drainage avid storin water issuesis+pro ;Chapter 236 of tits T &n C e:APPUCA7iON s HEREBY MADE to the Butldtng Deparime t'for the issuance of a4Bwliiing Permit pursuant to the iiding•Zone,'; Ordinance of theTown of SoutholdS %olk,Courrty,New York and°other appllcabteai aw5 Ordinanees arReg aeons,for,the construction:ot•tiu r " - - .��':t*a7rr aE.. r.,.+ ,o- gs. yaddttions,aft Mons or far remo a em olttion as harem desrrib•ed The appl�i�wnt agreeessto cow ply�wit"d h alt aPp►icabCe fawn rordmartces buil code, ;housing code and,reulatiorrsKandtoadmKyauthorued inspectors o�ipremises;and to bullding(s);or necessarytnspecfions.F se statements ma eretn ark;: `. punishable as a Class A misdemeanor pursuant to'Section 210 45yof the New YorkState Penal taw ' " s 1 x a Application Submitted By(print name):Patrick Patrick O'Rourke _ _ ) BAuthorized Agent DOwner l _ Signature of Applicant:. Date-,- STATE ate: STATE OF NEW YORK) SS: COUNTY OF ) Patrick O'Rourke being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, Authorized Agent (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to performor have performed the said work and to make anc(jfile this application;that all statements contained in..this application are true to the best of his/her knowledge and beef;and that the work will be performed in the manner A%Qa�i Ai Rokigion file therewith. Notary Public,State of New York Sworn before me this No.01AK6341007 d _ //�� Qualified in queens County �a+'day of f'�i7r_- I 20�sjgg Expires May 02,202 Nota Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Edward Robert Schmidt residing at 7055 Main Road, Mattituck, NY, 11952 do hereby authorize Patrick O'Rourke toI PP Y on ;mybehalf to tTow f Southold Building Department for approval as described herein. A Ownerl Signature V Date Edward Robert Schmidt Print Owner's Name 2 k OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®� SOP.O. Box 1179 54375 State Route 25 ®��' T��� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NYg Telephone: 631 765-1938 www.southoldtow-nny.gov Owl PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: April 29, 2022 Re: Check The attached check is a Consultant Escrow Fee for the project review listed below. Please deposit into 8691 Deferred Revenue Account. Thank you. Applicant/Project Tax Map Amount Check Date/No. Name & Type # 1000-122- $4,000 4/25/22 Dish Wireless Cell Tower 6-35.4 Centerline Collocation at Laurel Stone Communications LLC CENTERLINE COMMUNICATIONS LLC 1391 750 W CENTER ST STE'301 W BRIDGEWATER,MA 02379-1545 53-447/113 992 DATE ��CHECK A�1410R AY TO THE ORDER OF I V ou,la✓14' C�l\h'—! L{,.�-✓4 ® Polo L L A R S ROCKLALNDTRUST. � .. FO ii•00 L 39 Ln• �:0 L 30 4 28,: 7.99 200 4'20,l3e Centerline Communications, LLC 5550 Merrick Road, Suite 302 Massapequa, NY 11758 April 28,2022 Town of Southold Building Department 54375 Rte.25 Southold,NY 11971 ® n/] 2 Attention:Building Department UU �C DD RE: Dish Wireless—Site NYNYCO2219A-Building Permit Application APR 2 8 2022 Premises: 7055 Main Road,Mattituck,NY 11952 BUILDING DEPT. SCTM# Section 122,Block 6,Lot 35.4 TOWN OF SOUTi-IL,1 D Building Department: Our office represents Dish Wireless LLC. Dish is seeking to install antennas on an existing public utility wireless telecommunication facility at the subject premises which will allow Dish to provide better service to the Town of Smithtown. As shown in the plans submitted to the Town,Dish is proposing to install three (3)antennas on this existing telecommunications concealment pole. Attached for your review; - Building Permit Application - Four(4) sets of signed and sealed construction drawings,prepared by Salient Architects and dated February 23,2022 including site plan. - A check(#1391)for$4,000.00 as a consultant review Escrow Fee. - A Structural Analysis from Vector Engineers dated October 12,2021. - All required insurance forms for the contractor who will be performing the work and a copy of the Suffolk County Electricians License. - An application for Certificate of Occupancy form Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act("Section 6409")was adopted in 2012. Under Section 6409,your city retains discretionary zoning review over the construction of new towers,but simple collocations and/or equipment upgrades at existing telecommunications facilities must be approved.As described below,this application must be approved no later than June 27,2022 that is 60 days from date of submission. The new law provides that: "a State or local government may not deny,and shall approve,any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." (Emphasis added.) The federal law defines an"eligible facilities request"as"(A)collocation of new transmission equipment;(B) removal of transmission equipment;or(C)replacement of transmission equipment" (Emphasis added.) Also,the Federal Communications Commission issued a Wireless Infrastructure Report and Order on October 17,2014 ("FCC Order")which established regulations that clarify and streamline the municipal approval process for eligible facilities requests under Section 6409.A copy of the FCC Order is enclosed herewith. The FCC Order clarifies that municipal review of an eligible facilities request is limited to determining whether the request falls within Section 6409: "a State or local government may require the applicant to provide documentation or information only to the extent reasonably related to determining whether the request meets the requirements of this section[Section 6409]. A State or local government may not require an applicant to submit any other documentation,including but not limited to documentation intended to illustrate the need for such wireless facilities or to justify the business decision to modify such wireless facilities."47 C.F.R. 1.40001(c)(1)(Emphasis added). r � i The FCC Order also specifies that the term"base station"includes any structure that"supports or houses" communications equipment. Since this structure already supports communications equipment,it is considered a"base station"under Section 6409 DISH's Application is an Eligible Facilities Request under Section 6409 Dish's application qualifies as an eligible facilities request under Section 6409 because the proposed installation involves"a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." As shown on the plans prepared by Salient Architects,dated 2/23/22,Dish's proposed installation consist principally of the following elements: Dish Wireless is proposing to install three(3)panel antennas on the existing telecommunication pole. Dish will be installing an equipment compound on the ground which will be 35 sq ft. The equipment will consist of one(1)equipment cabinet, six(6)remote radio heads, six(6)diplexers, one(1) OVP, a telco enclosure, a power protection cabinet. Accordingly,DISH installation involves the installation of transmission equipment and the collocation of new transmission equipment that will not increase the height of the base station. As a result,the installation"does not substantially change the physical dimensions of such tower." Therefore,this proposed installation constitute an "eligible facilities request"under Section 6409,and must be approved. Timeline for Review and Approval We would like to highlight an important timing requirement for processing this application. The FCC Order determined that a municipality must act on eligible facilities requests within sixty(60)days of receiving the application. 47 C.F.R. 1.40001(c)(2)(Emphasis added). (Note,the sixty(60)-day period is also known as the"Shot Clock"). Thus,the city must approve this application within sixty(60)days of its receipt,no later than June 27,2022. The FCC Order provides that upon a municipality's failure to act prior to expiration of the Shot Clock,the"request shall be deemed granted"and DISH will be legally entitled to proceed with construction. 47 C.F.R. 1.40001(c)(4) (Emphasis added). Note that the FCC Order does allow the Shot Clock to be tolled if an application is incomplete. However,in order to do so,a municipality must provide written notice that the application is incomplete within thirty(30)days of the submittal. 47 C.F.R. 1.40001(c)(3)(i). The notice must"clearly and specifically"describe the missing documents or information,47 C.F.R. 1.40001(c)(3)(i),and,as previously mentioned,such documentation must be necessary to the determination of whether the application qualifies as an eligible facilities request. If the municipality requests additional information after the first thirty(30)days have passed,we will still provide any"reasonably related" information allowed under the FCC Order,but the Shot Clock will not be tolled. In light of the foregoing,DISH respectfully requests that its proposed equipment upgrades be approved. In the meantime,if you have any questions,please feel free to call or email me. Thank you for your cooperation. Patrick O'Rourke Centerline Communications,LLC 5550 Merrick Road,Suite 302 Massapequa,NY 11758 516-263-8817 cell patrick@brennanshore.com NY S I F 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 New York State Insurance Fund I nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ^^^^^^ 270807207 MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER COMCELL CONSTRUCTION CORP TOWN OF SOUTHOLD 1373 LINCOLN AVENUE 53095 ROUT 25 HOLBROOK NY 11741 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12108 505-5 714838 08/02/2021 TO 08/02/2022 07/20/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW,AND,WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK,TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/ CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT . OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 518222240 li�DIEIIIIII000000000000195372�9581��IIII�IIII _ Form WC-CERT-NOPRINT Version 3(08/29/2019)[WC Policy-21085055] U-26.3 255 [00000000000095372958][0001-000021085055][##1][15681-07][Cerl_NoP{ERT 1][01-00001] COMCCON-01 DARLEENAS '4� CERTIFICATE OF LIABILITY INSURANCE FDATE A E(MMI DN Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-870302 CONTACT Darleen Aslanis, Ext.161 NAME: Millennium Alliance Group,LLC PH NE FAX 534 Broadhollow Rd. (A/C,Ne,Ext):(516)496-8004 161 (ac,No): Ste.103 ADDRESS:ASianiS@mag-insurance.com Melville,NY 11747 INSURERS AFFORDING COVERAGE NAIC# INSURER A:American Empire Surplus Lines Insurance Co. 35351 INSURED INSURERS:Merchants Preferred Insurance Company 12901 Comcell Construction Corp INSURER C:RSUI Indemnity Insurance Company 22314 1373 Lincoln Avenue INSURER D:Arch S ecial Insurance Co 21199 Holbrook,NY 11741 INSURER E:Liberty Insurance Underwriters Inc 119917 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDp SUBR WVDPOLICY NUMBER POLICY EFF POLICY EXP LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR X PLE737843 7/8/2021 7/8/2022 DR MGET ERENTED $ 50,000 X Contractual Liab. MED EXP(Any oneperson) $ PERSONAL&ADV INJURY $ 1,000,000 F1GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY FX JECT FILOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: POLICY AGGREGAT $ 5,000,000 B AUTOMOBILE LIABILITY Ee eBcl deD SINGLE LIMIT $ 1,000'000 X ANY AUTO CAP1052866 8/23/2021 7/8/2022 BODILY INJURY Perperson) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ C UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 2,000,000 X EXCESS LIAB CLAIMS-MADE NHA094791 7/8/2021 7/8/2022 AGGREGATE $ 2,000,000 DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ QFF'CERIM�MBER EXCLUDED? N/A ((Mandatary in NIIii) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ D Excess Liab UXP1045284-00. 7/8/2021 7/8/2022 Per Occ/Per Agg 3,000,000 E Excess Liab. 1000352540-03 7/8/2021 7/8/2022 Per Occ/Per Agg 5,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) Equipment Floater-Hartford Ins.Co.,Policy#12MSJE3032 9/14/20-9/14/21$250,000 limit for leased or rented equipment. Installation Floater-Hartford Ins.Co.Policy#12MSJE3032 9/14/20-9/14/21$1,000,000 limit. Pollution Liability-Markel Insurance Co.-Policy#MKLC1 ENV100370 2/17/2021-2/17/2022 $1,000,000 Condition Limit/2,000,000 Agg.Limit. Town of Southold,53095 Route 25,Southold,NY 11971 is Included as an additional insured as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Town Route h ACCORDANCE WITH THE POLICY PROVISIONS. P.O.Box 1179 Southold,NY 11971 AUTHORIZED REPRESENTATIVE am-&4`4- I a ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD YORK workers'STATE Compensation CERTIFICATE OF INSURANCE COVERAGE Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured COMCELL CONSTRUCTION CORP. 1373 LINCOLN AVENUE 631-654-5915 HOLBROOK, NY 11741 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 27-0807207 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold Y p Y 53095 Route 25 3b.Policy Number of Entity Listed in Box"I a" P.O. Box 1179 R90293-000 Southold, NY 11971 3c.Policy effective period 1/1/2013 to 4/11/2023 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: ❑)C A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as de sc d above. Date Signed 4/12/2022 By (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers' Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) II 111°°°1°1°1°°1°1°111111°�!�!°!°111111 Form No.6 TOWN OF SOUTROI.D BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2110 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building_ 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topograpbic features. 2. A property completed application and consent to inspect signed by the applicant.if a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. (check one) New Construction:��j Old or Pre-existing Building:_ i \ Location of Proper_ !P "t� Hamlet HeuscNo. //�� / 5 Street Owner or Owners of Property:- ,A U n tl✓ �� �� Suffolk County Tax Map No 1000,Section �. Block Lot Subdivision Filed Map. Lot: Permit No._ Date of Permit._^��Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature ECTOR r­lk. E n G I n E E R S ® E C EHE Project Number: U4654.001.211 APP 2 R 2022 October 12,2021 BUILDING DEPT. TOWN OF SOUTHOLD Salient Architects 325 N 10th Street,Suite 400 Lewisburg,PA 17837 ATTENTION: Charles J.Whelan REFERENCE: NYNYCO2219A Laurel Stone;7055 Main Road,Mattituck,NY 11952 Passing Structural Analysis Dear Mr.Whelan, Per your request,we have performed an analysis of the existing monopole and foundation at the above-referenced site.The purpose of this analysis was to determine whether the monopole and foundation can adequately support the proposed loading. PROPOSED LOADING: Proposed Loading Centered n-85'-6"A.G.L. • (3)New FVV-65B-R3 Panel Antennas Proposed Loading Centered @ 81'-6"A.G.L. • (6)New Diplexers DOCUMENTATION: The following documentation was provided by the client for this analysis: • Original structural calculations prepared by our office,dated February 21,2020(job number:U0142-899-191). • Construction drawings prepared by Salient Architects,LLC,dated August 20,2021. • Original structural drawings prepared by our office,dated February 21,2020(job number:U0142-899-191). DESIGN CRITERIA: See attached calculations for full design criteria,loading,and analysis. Structural members and connections are per the original structural drawings dated February 21,2020 and as summarized in the attached calculations. CONCLUSION: Per Table 1 and the attached supporting calculations,all base reactions decrease with proposed loading compared to the original design loading or increase by 5%or less.The structure is stressed to 56.3%of its capacity.The foundation is adequate based on load comparison.Based on this result,the structure and foundation are adequate to support the proposed loading Table I Comparison of Base Reactions Proposed Original Proposed/ Max.LRFD Base Reactions Loading per Loading TIA-222-H Original Axial-Down(k) 29.6 29.4 101% Shear(k) 1 15.1 1 15.1 100% Moment(k-ft) 951.7 1 951.5 100% a 1 Page 2 of 59 LIMITATIONS: The recommendations above are provided based upon calculations prepared by our office from information provided by the client.A representative from Vector has not visited the site;thus no observations have been made of the structural integrity,materials used,or quality of work of any portions of the structure.The analysis and conclusions above are also based on the assumption that the structure was constructed in accordance with the above referenced documents.Vector Structural Engineering makes no claim as to the current condition of the structure.The structure is assumed to be in good condition,free of damage or deterioration.This analysis excludes the existing mounts.The contractor or owner shall notify Vector Structural Engineering immediately should any damage,deterioration,or discrepancies between the as-built condition of the existing structure and the assumed condition described in this report be found We hope this meets your needs.If you have any further questions regarding this matter,please call this office at your convenience. Very truly yours, �QF NIE VECTOR STRUCTURAL ENGINEERING,LLC l�O FIRM LICENSE#:COA0012807/081423 - Z 00018, v Wells Holmes,P.E. �R�FES51��� Project Engineer 10/18/2021 WLH/yca UNAUTHORIZED ALTERATIONS OR ADDITIONS Enclosures TO A DOCUMENT BEARING A LICENSED PROFESSIONAL ENGINEER'S SEAL IS A VIOLATION OF SECTION 7209(2)OF THE N.Y. STATE EDUCATION LAW ' Page 3 of 59 JOB NO.: U4654.001.211 ECTOR Copyright©2021 Vector Structural Engineering,LLC This Excel workbook contains proprietary information belonging to Vector E n G I n E E F2 S Structural Engineering,LLC,and may be neither wholly nor partially copied or reproduced without the prior written permission of Vector Structural Engineering, LLC. PROJECT: NYNYCO2219A LAUREL STONE Design Criteria: Code: Structural design is based on the New York State Building Code,2020 Edition(2018 IBC) and the TIA-222-H standard. Wind: Basic wind speed=137 mph (3-second gust)per the TIA-222-H standard Risk Category: III Wind exposure: C Topographic category: 1 Crest height: 0 ft Ice: 1"radial ice @ 50 mph basic wind speed(3-second gust)per the TIA-222-H standard General Notes: 1 The contractor shall verify dimensions,conditions and elevations before starting work. The engineer shall be notified immediately if any discrepancies are found. 2 The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown,the construction shall be as shown for other similar work and as required by the building code. 3 These calculations are limited to the structural members shown in these calculations only. Page 4 of 59 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION (2)Commander 220-3AN(20.7 ft x 121 Bulkhead 90 2.75"Dia.,24 lbs) (3)Commscope FW-65B-R3 85.5 (2)Sinclair SD314-HF2P2SNM(9.5 It 115.4 (6)Diplexer 81.5 x 2.38"Dia,10.44 lbs) (2)8'-0"T-arm EPA=4 R^2(100 lbs) 110.7 Bulkhead 80 Top Plate 110 (3)Generic Panel 100#(enclosed) 75 Bulkhead 70 (3)Generic Panel 100#(enclosed) 105 (3)Generic Panel 100#(enclosed) 65 Bulkhead 100 Bottom Plate 60 (3)Generic Panel 100#(enclosed) 95 MATERIAL STRENGTH GRADE Fy Fu I GRADE Fy Fu A500-42 142 ksi 158 ksi TOWER DESIGN NOTES 110.0 ft 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 137 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 0 0 5. Deflections are based upon a 60 mph wind. o 0 6. Tower Risk Category III. o 7. Topographic Category 1 with Crest Height of 0.00 ft a 8. TOWER RATING:56.3% 100.0 ft e r N O � N a 0 80.0 It ALL REACTIONS ARE FACTORED AXIAL 16482 Ib N o m SHEAR MOMENT R 2335 lb 75794lb-ft `x N_ 0 50 mph WIND-1.0000 in ICE AXIAL 11026 Ib SHEAR t\� MOMENT 85421b , 285096 lb-ft 60.0 ft u N REACTIONS-137 mph WIND 0 U) n cg 3 Vector Structural Engineering,LLC. °b Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Project:04654.001.211 client Salient Architects prawn by: cam osan IPP":Draper, UT 84020 Y P Vector Engineers Phone:801-990-1775 Code: TIA-222-H Dale:10/11/21 Scale' NTS FAX:801-990-1776 Path: Dwg No.E-1 Job Pag%ge 5 of 59 WxTower Laurel Stone 1 of 24 [sector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd,Ste. 101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Suffolk County,New York. Tower base elevation above sea level: 87.00 ft. Basic wind speed of 137 mph. Risk Category III. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height:0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50°F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Pole Section Geometry Section Elevation Section Pole Pole Socket Length Length Size Grade ft ft ft Ll 110.00-100.00 10.00 P10065 13th A500-42 (42 ksi) L2 100.00-80.00 20.00 P12x.562 13th A500-42 (42 ksi) L3 80.00-60.00 20.00 P12xl.31213th A500-42 (42 ksi) Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness AJ Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft, in in in in Ll 0 0 1.08 110.00-100.00 L2 0 0 1.08 100.00-80.00 L3 80.00-60.00 0 0 1.08 i Job Pag%ge 6 of 59 � xTow�er Laurel Stone 2 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste. 101 Draper, UT84020 Client Designed b Phone:801-990-1775 Salient Architects g Y FAX.-801-990-1776 ycamposano Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total C.4A.4 Weight or Shield From Type Number Leg Torque ft ftp/ft plf Calculation 15/8 Coax C No Yes Inside Pole 105.00-60.00 6 No Ice 0.00 0.72 1/2"Ice 0.00 0.72 1"Ice 0.00 0.72 15/8 Coax C No Yes Inside Pole 95.00-60.00 6 No Ice 0.00 0.72 1/2"Ice 0.00 0.72 1"Ice 0.00 0.72 15/8 Coax C No Yes Inside Pole 85.50-60.00 6 No Ice 0.00 0.72 1/2"Ice 0.00 0.72 1"Ice 0.00 0.72 15/8 Coax C No Yes Inside Pole 75.00-60.00 6 No Ice 0.00 0.72 1/2"Ice 0.00 0.72 1"Ice 0.00 0.72 15/8 Coax C No Yes Inside Pole 65.00-60.00 6 No Ice 0.00 0.72 1/2"Ice 0.00 0.72 1"Ice 0.00 0.72 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAA,1 CAI Weight Section Elevation In Face Out Face ft ftp ftp ft, ft, lb L1 110.00-100.00 A 0.000 0.000 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 21.6000 D 0.000 0.000 0.000 0.000 0.0000 L2 100.00-80.00 A 0.000 0.000 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 174.9600 D 0.000 0.000 0.000 0.000 0.0000 L3 80.00-60.00 A 0.000 0.000 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 345.6000 D 0.000 0.000 0.000 0.000 0.0000 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF C,1A,4 CAAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft, ft2 ft' ft2 lb L1 110.00-100.00 A 1.291 0.000 0.000 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 21.6000 D 0.000 0.000 0.000 0.000 0.0000 L2 100.00-80.00 A 1.271 0.000 0.000 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 174.9600 D 0.000 0.000 0.000 0.000 0.0000 L3 80.00-60.00 A 1.240 0.000 0.000 0.000 0.000 0.0000 Job Page 7 of 59 tnxTower Laurel Stone 3 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste. 101 Draper,UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Tower Tower Face Ice AR AF CAA CiAA Weight Section Elevation or Thickness In Face Out Face ft Leg in ftz ft, ft, ft, Ib B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 345.6000 D 0.000 0.000 0.000 0.000 0.0000 User Defined Loads Description Elevation Offset Azimuth Weight F, F, Wind Force CAAc From Angle Centroid ft ft olb lb lb lb ft, Top Plate 110.00 0.00 0.0000 No Ice 200.0000 0.0000 0.0000 692.5466 9.90 Ice 587.6700 0.0000 0.0000 202.1959 21.70 Service 200.0000 0.0000 0.0000 118.8518 9.90 Bulkhead 100.00 0.00 0.0000 No Ice 300.0000 0.0000 0.0000 1357.5779 19.80 Ice 1071.3100 0.0000 0.0000 395.9932 43.36 Service 300.0000 0.0000 0.0000 232.9815 19.80 Bulkhead 90.00 0.00 0.0000 No Ice 300.0000 0.0000 0.0000 1327.7967 19.80 Ice 1062.8500 0.0000 0.0000 386.6810 43.29 Service 300.0000 0.0000 0.0000 227.8706 19.80 Bulkhead 80.00 0.00 0.0000 No Ice 300.0000 0.0000 0.0000 1295.2770 19.80 Ice 1053.5000 0.0000 0.0000 376.5135 43.21 Service 300.0000 0.0000 0.0000 222.2897 19.80 Bulkhead 70.00 0.00 0.0000 No Ice 300.0000 0.0000 0.0000 1259.3714 19.80 Ice 1043.0300 0.0000 0.0000 365.3139 43.12 Service 300.0000 0.0000 0.0000 216.1277 19.80 Bottom Plate 60.00 0.00 0.0000 No Ice 200.0000 0.0000 0.0000 609.5787 9.90 Ice 568.7400 0.0000 0.0000 176.6604 21.54 Service 200.0000 0.0000 0.0000 104.6132 9.90 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement CA, CSA,, Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft oft ft, ft, lb ft ft (3)Generic Panel 100# C None 0.0000 105.00 No Ice 0.00 0.00 100.0000 (enclosed) 1/2"Ice 0.00 0.00 100.0000 V Ice 0.00 0.00 100.0000 (3)Generic Panel 100# C None 0.0000 95.00 No Ice 0.00 0.00 100.0000 (enclosed) 1/2"Ice 0.00 0.00 100.0000 V Ice 0.00 0.00 100.0000 (3)Commscope C None 0.0000 85.50 No Ice 0.00 0.00 45.0000 FVV-65B-R3 1/2"Ice 0.00 0.00 45.0000 1"Ice 0.00 0.00 45.0000 (3)Generic Panel 100# C None 0.0000 75.00 No Ice 0.00 0.00 100.0000 (enclosed) 1/2"Ice 0.00 0.00 100.0000 1"Ice 0.00 0.00 100.0000 (3)Generic Panel 100# C None 0.0000 65.00 No Ice 0.00 0.00 100.0000 (enclosed) 1/2"Ice 0.00 0.00 100.0000 Job Pag%ge 8 of 59 MxT ower Laurel Stone 4 of 24 Project Date Vector Structural Engineering, LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Description Face Offset Offsets: Azimuth Placement C,,A, C'A,l Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft oft ft, ft, Ib ft ft 1"Ice 0.00 0.00 100.0000 (2)Commander 220-3AN C None 0.0000 121.00 No Ice 5.69 5.69 24.0000 (20.7 ft x 2.75"Dia.,24 lbs) 1/2"Ice 7.79 7.79 65.4539 1"Ice 9.91 9.91 119.9854 (2)Sinclair C None 0.0000 115.40 No Ice 4.43 4.43 10.4400 SD314-HF2P2SNM(9.5 ft x 1/2"Ice 5.01 5.01 41.8094 2.38"Dia,10.44 lbs) 1"Ice 5.59 5.59 79.6193 (2)8'-0"T-arm EPA=4 ft^2 C None 0.0000 110.70 No Ice 4.00 4.00 60.0000 (100 lbs) 1/2"Ice 4.66 4.66 80.0000 1"Ice 5.32 5.32 100.0000 (6)Diplexer C None 0.0000 81.50 No Ice 0.00 0.00 65.0000 1/2"Ice 0.00 0.00 65.0000 1"Ice 0.00 0.00 65.0000 Tower Pressures - No Ice GH i.mo Section z KZ q= AG F AF AR A,,, Leg C,aAa CA,4 Elevation a % In Out c Face Face t ft psf ft' a t' ft, fit, ft, ft, L1 105.00 1.279 63 8.958 A 0.000 0.000 0.000 0.00 0.000 0.000 110.00-100.00 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 D 0.000 0.000 0.00 0.000 0.000 L2 90.00 1.238 61 21.250 A 0.000 0.000 0.000 0.00 0.000 0.000 100.00-80.00 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 D 0.000 0.000 0.00 0.000 0.000 L3 80.00-60.00 70.00 1.174 58 21.250 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 D 0.000 0.000 0.00 0.000 0.000 Tower Pressure - With Ice GH=1.100 Section z KZ q� tZ Aa F AF AR Arra Leg CAAA CrA,i Elevation a % In Out c Face Face t ft Psf in t1 e P fit, fig fig fig L1 105.00 1.279 8 1.2911 11.110 A 0.000 0.000 0.000 0.00 0.000 0.000 110.00-100.00 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 D 0.000 0.000 0.00 0.000 0.000 �`��OW�Y Job Pag@ge 9 of 59 Laurel Stone 5 of 24 Project Date Vector Structural Engineering, LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.801-990-1776 ycamposano Section z Kz q- tz AG F AF AR A,,R Leg CaAA C.4A,, Elevation a % In Out c 1 Face Face t t s in t1 e l l t, l t2 L2100.00-80.00 90.00 1.238 8 1.2714 25.488 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 D 0.000 0.000 0.00 0.000 0.000 L3 80.00-60.00 70.00 1.174 8 1.2398 25.383 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 D 0.000 0.000 0.00 0.000 0.000 Tower Pressure - Service GH=I.ioo Section z Kz qz AG F AF AR A,,, Leg CaAA CAA I Elevation a % In Out c Face Face t t PSf t2 a t1 t' tZ 12 L1 105.00 1.279 11 8.958 A 0.000 0.000 0.000 0.00 0.000 0.000 110.00-100.00 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 D 0.000 0.000 '0.00 0.000 0.000 L2 90.00 1.238 10 21.250 A 0.000 0.000 0.000 0.00 0.000 0.000 100.00-80.00 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 D 0.000 0.000 0.00 0.000 0.000 L3 80.00-60.00 70.00 1.174 10 21.250 A 0.000 0.000 0.000 0.00 0.000 0.000 B 0.000 0.000 0.00 0.000 0.000 C 0.000 0.000 0.00 0.000 0.000 D 0.000 0.000 0.00 0.000 0.000 Tower Forces - No Ice - Wind Normal To Face Section Add Self F e CF q. DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft, lb PIC LI 21.6000 407.9985 A 0 0.6 63 1 1 0.000 0.0000 0.00 D 110.00-100.00 B 0 0.6 1 1 0.000 C 0 0.6 1 1 0.000 D 0 0.6 1 1 0.000 L2 174.9600 1475.6735 A 0 0.6 61 1 1 0.000 0.0000 0.00 D 100.00-80.00 B 0 0.6 1 1 0.000 C 0 0.6 1 1 0.000 D 0 0.6 1 1 0.000 L3 345.6000 3248.4717 A 0 0.6 58 1 1 0.000 0.0000 0.00 D 80.00-60.00 B 0 0.6 1 1 0.000 C 0 0.6 1 1 0.000 D 0 0.6 1 1 0.000 Sum Weight: 542.1600 5132.1437 OTM 0.000 lb-ft 0.0000 Job PM%e 10 of 59 Pavel" Laurel Stone 6 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Tower Forces - No Ice - Wind 45 To Face Section Add Self F e CF q: DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a fit, lb ptr Ll 21.6000 407.9985 A 0 0.6 63 1 1 0.000 0.0000 0.00 D 110.00-100.00 B 0 0.6 1 1 0.000 C 0 0.6 1 1 0.000 D 0 0.6 1 1 0.000 L2 174.9600 1475.6735 A 0 0.6 61 1 1 0.000- 0.0000 0.00 D 100.00-80.00 B 0 0.6 1 1 0.000 C 0 0.6 1 1 0.000 'D 0 0.6 1 1 0.000 L3 345.6000 3248.4717 A 0 0.6 58 1 1 0.000 0.0000 0.00 D 80.00-60.00 B 0 0.6 1 1 0.000 C 0 0.6 1 1 0.000 D 0 0.6 1 1 0.000 Sum Weight: 1 542.1600 1 5132.1437 1 1 1 1 1 1 OTM 1 0.000 lb-ft 1 0.0000 Tower Forces -With Ice - Wind Normal To Face Section Add Self F e CF q= DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a fit, lb 1 Ll 21.6000 597.9346 A 0 1.2 8 1 1 0.000 0.0000 0.00 D 110.00-100.00 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 D 0 L2 1 1 0.000 L2 174.9600 1911.2520 A 0 1.2 8 1 1 0.000 0.0000 0.00 D 100.00-80.00 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 D 0 1.2 1 1 0.000 L3 345.6000 3672.2840 A 0 1.2 8 1 1 0.000 0.0000 0.00 D 80.00-60.00 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 D 0 1.2 1 1 0.000 Sum Weight: 542.1600 6181.4706 OTM 0.000lb-ft0.0000 Tower Forces - With Ice - Wind 45 To Face Section Add Self F e CF q. DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e lb 1 L1 21.6000 597.9346 A 0 1.2 8 1 1 0.000 0.0000 0.00 D 110.00-100.00 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 Job PJe 11 of 59 MxTower Laurel Stone 7 of 24 Vector Structural Engineering, Project Date LLC. U4654.O01.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste. 101 Draper, UT84020 Client Designed b Phone:801-990-1775 Salient Architects 9 Y FAX-801-990-1776 1 ycamposano Section Add Self F e CF q. DF DR AE F iv Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft2 lb PIC D 0 1.2 1 1 0.000 L2 174.9600 1911.2520 A 0 1.2 8 1 1 0.000 0.0000 0.00 D 100.00-80.00 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 D 0 1.2 1 1 0.000 L3 345.6000 3672.2840 A 0 1.2 8 1 1 0.000 0.0000 0.00 D 80.00-60.00 B 0 1.2 1 1 0.000 C 0 1.2 1 1 0.000 D 0 1.2 1 1 0.000 Sum Weight: 542.1600 6181.4706 OTM 0.000 Ib-ft 0.0000 Tower Forces - Service - Wind Normal To Face Section Add Self F e CF q= DF DR AE F tiv Ctrl. Elevation Weight Weight a Face c psf r lb lb a ft, lb pIr Ll 21.6000 407.9985 A 0 0.77 11 1 l 0.000 0.0000 0.00 D 110.00-100.00 B 0 0.77 1 1 0.000 C 0 0.77 1 1 0.000 D 0 0.77 1 1 0.000 L2 174.9600 1475.6735 A 0 0.66 10 1 1 0.000 0.0000 0.00 D 100.00-80.00 B 0 0.66 1 1 0.000 C 0 0.66 1 1 0.000 D 0 0.66 1 1 0.000 L3 345.6000 3248.4717 A 0 0.678 10 1 1 0.000 0.0000 0.00 D 80.00-60.00 B 0 0.678 1 1 0.000 C 0 0.678 1 1 0.000 D 0 0.678 1 1 0.000 Sum Weight: 542.1600 5132.1437 OTM 0.000 lb-ft 0.0000 Tower Forces - Service - Wind 45 To Face Section Add Self F e CF q= DF DR AE F tiv Ctrl. Elevation Weight Weight a Face c psf t lb lb e lb Plf L1 21.6000 407.9985 A 0 0.77 11 1 1 0.000 0.0000 0.00 D 110.00-100.00 B 0 0.77 1 1 0.000 C 0 0.77 1 1 0.000 D 0 0.77 l 1 0.000 L2 174.9600 1475.6735 A 0 0.66 10 1 1 0.000 0.0000 0.00 D 100.00-80.00 B 0 0.66 1 1 0.000 C 0 0.66 1 1 0.000 D 0 0.66 1 1 0.000 L3 345.6000 3248.4717 A 0 0.678 10 1 1 0.000 0.0000 0.00 D 80.00-60.00 B 0 0.678 1 1 0.000 C 0 0.678 1 1 0.000 D 0 0.678 1 1 0.000 Job PM%e 12 of 59 t=Tr o .er Laurel Stone 8 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT 84020 Client Designed by Phone:801-990-1775Salient Architects FAX:801-990-1776 ycarnpoSano Section Add Self F e CF q� DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t 16 lb a f12 lh ptr Sum Weight: 542.1600 5132.1437 OTM 0.000 lb-ft 0.0000 Discrete A urtenance;Pressures - No Ice GH=1.100 Description Aiming Weight Offset, Offset z K qz CAAc CAA Azimuth Front Side ° lh t ft ft Psf tz ft, Generic Panel 1009 0.0000 300.0000 0.00 0.00 105.00 1.279 63 0.00 0.00 (enclosed) Generic Panel 100# 0.0000 300.0000 0.00 0.00 95.00 1.252 62 0.00 0.00 (enclosed) Commscope 0.0000 135.0000 0.00 0.00 85.50 1.225 60 0.00 0.00 FVV-65B-R3 Generic Panel 100# 0.0000 300.0000 0.00 0.00 75.00 1.191 59 0.00 0.00 (enclosed) Generic Panel 100# 0.0000 300.0000 0.00 0.00 65.00 1.156 57 0.00 0.00 (enclosed) Commander 220-3AN 0.0000 48.0000 0.00 0.00 121.00 1.317 65 11.39 11.39 (20.7 ft x 2.75"Dia.,24 lbs) Sinclair 0.0000 20.8800 0.00 0.00 115.40 1.304 64 8.87 8.87 SD314-HF2P2SNM(9.5 R x 2.38"Dia,10.44 lbs) 8'-0"T-arm EPA=4 ft^2 0.0000 120.0000 0.00 0.00 110.70 1.293 64 8.00 8.00 (100 lbs) Diplexer 0.0000 390.0000 0.00 0.00 81.50 1.212 60 0.00 0.00 Sum 1913.8800 Weight:, Discrete Appurtenance Pressures - With Ice GH=1.100 Description Aiming Weight Offset. 'Offset z K q� CAAc CAA 6 Azimuth Front Side ° lb ft fit ft s t� t, in Generic Panel 100# 0.0000 300.0000 0.00 0.00 105.00 1.279 8 0.00 0100 1.2911 (enclosed) Generic Panel 100# 0.0000 300.0000 0.00 0.00 95.00 1.252 8 0.00 0.00 1.2783 (enclosed) Commscope 0.0000 135.0000 0.00 0.00 85.50 1.225 8 0.00 0.00 1.2649 FVV-65B-R3 Generic Panel 100# 0.0000 300.0000 0.00 0.00 75.00 1.191 8 0.00 0.00 1.2484 (enclosed) Generic Panel 100# 0.0000 300.0000 0.00 0.00 65.00 1.156 8 0.00 0.00 1.2307 (enclosed) Commander 220-3AN 0.0000 332.1615" 0.00 0.00 121.00 1.317 9 22.48 22.48 1.3096 (20.7 ft x 2.75"Dia.,24 lbs) Sinclair 0.0000 .217.2138 0.00 0.00 115.40 1.304 9 11.89 11.89 1.3034 SD314-HF2P2SNM(9.5 ft x 2.38"Dia,10.44 lbs) 8'-0"T-arm EPA=4 ft^2 0.0000 259.59.19 0.00 0.00 110.70 1.293 8 11.431 11.43 1.2980 Job PRY�e 13 of 59 tnxTower Laurel Stone 9 of 24 Project Date Vector Structural Engineering, LLC. U4654.001.211 16:06:10 10/08/21 . 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Description Aiming Weight Offset, Offset. z K qr CAAc CAAc 6 Azimuth Front Side ° lb t fit t s tz t, in (100 lbs) Diplexer 0.0000 390.0000 0.00 0.00 81.50 1.212 8 0.00 0.00 1.2588 Sum 2533.9672 Weight: Discrete Appurtenance Pressures - Service cH=,.loo Description Aiming Weight Offset, Offse6 z K qz CAAc CaAc Azimuth Front Side o lb t fit fit s lz tz Generic Panel 100# 0.0000 300.0000 0.00 0.00 105.00 1.279 11 0.00 0.00 (enclosed) Generic Panel 100# 0.0000 300.0000 0.00 0.00 95.00 1.252 11 0.00 0.00 (enclosed) Commscope 0.0000 135.0000 0.00 0.00 85.50 1.225 10 0.00 0.00 FVV-65B-R3 Generic Panel 100# 0.0000 300.0000 0.00 0.00 75.00 1.191 10 0.00 0.00 (enclosed) Generic Panel 1004 0.0000 300.0000 0.00 0.00 65.00 1.156 10 0.00 0.00 (enclosed) Commander 220-3AN 0.0000 48.0000 0.00 0.00 121.00 1.317 11 11.39 11.39 (20.7 ft x 2.75"Dia.,24 lbs) Sinclair 0.0000 20.8800 0.00 0.00 115.40 1.304 11 8.87 8.87 SD314-HF2P2SNM(9.5 ft x 2.38"Dia,10.44 lbs) 8'-0"T-arm EPA=4 ft^2 0.0000 120.0000 0.00 0.00 110.70 1.293 11 8.00 8.00 (100 lbs) Diplexer 0.0000 390.0000 0.00 0.00 81.50 1.212 10 0.00 0.00 Sum 1913.8800 Wei ht: Force Totals Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments,M Moments,M lb lb lb lb-ft lb-ft lb-ft Leg Weight 5132.1437 Bracing Weight 0.0000 Total Member Self-Weight 5132.1437 0.000 0.000 Total Weight 9188.1837 0.000 0.000 Wind 0 deg-No Ice 0.0000 -8541.7500 -279958.142 0.000 0.000 Wind 30 deg-No Ice 4270.8750 -7397.3725 -242450.863 -139979.071 0.000 Wind 45 deg-No Ice 6039.9294 -6039.9294 -197960.301 -197960.301 0.000 Wind 60 deg-No Ice 7397.3725 -4270.8750 -139979.071 -242450.863 0.000 Wind 90 deg-No Ice 8541.7500 0.0000 0.000 -279958.142 0.000 Wind 120 deg-No Ice 7397,3725 4270.8750 139979.071 -242450.863 0.000 Wind 135 deg-No Ice 6039.9294 6039.9294 197960.301 -197960.301 0.000 Wind 150 deg-No Ice 4270.8750 7397.3725 242450,863 -139979.071 0.000 Wind 180 deg-No Ice 0.0000 8541.7500 279958.142 0.000 0.000 Wind 210 deg-No Ice -4270.8750 7397.3725 242450.863 139979.071 0.000 Wind 225 deg-No Ice -6039.9294 6039.9294 197960.301 1.97960.301 0.000 Wind 240 deg-No Ice -7397.3725 42.70.8750 139979.071 242450.863 0.000 Wind 270 deg-No Ice -8541.7500 0.0000 0.000 279958.142 0.000 Job Pie 14 of 59 t Tower Laurel Stone 10 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT84020 Client Designed b Phone:801-990-1775 Salient Architects s y FAX:801-990-1776 ycamposano Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments,M Moments,M 1b 'Ib lb lb-ft lb-ft Wind 300 deg-No Ice -7397.3725 -4270.8750 -139979.071 242450.863 0.000 Wind 315 deg'-No Ice -6039.9294 -6039.9294 -197960.301 197960.301 0.000 Wind 330 deg-No Ice -4270.8750 -7397.3725 -242450.863 139979.071 0.000 Member Ice 1049.3269 Total Weight Ice 14644.6978 0.000 0.000 Wind 0 deg-Ice 0.0000 -2335.5911 -73374.595 0.000 0.000 Wind 30 deg-Ice 1167.7955 -2022.6812 -63544.263 -36687.297 0.000 Wind 45 deg-Ice 1651.5123 -1651.5123 -51883.673 -51883.673 0.000 Wind 60 deg-Ice 2022.6812 -1167.7955 -36687.297 -63544.263 0.000 Wind 90 deg-Ice 2335.5911 0.0000 0.000 -73374.595 0.000 Wind 120 deg-Ice 2022.6812 1167.7955 36687.297 -63544.263 0.000 Wind 135 deg-Ice 1651.5123 1651.5123 51883.673 -51883.673 0.000 Wind 150 deg-Ice 1167.7955 2022.6812 63544.263 -36687.297 0.000 Wind 180 deg-Ice 0.0000 2335.5911 73374 .595 0.000 0.000 Wind 210 deg-Ice -1167.7955 20.22.6812 63544. 263 36687.297 0.000 Wind 225 deg-Ice -1651.5123 1651.5123 51883.673 51883.673 0.000 Wind 240 deg-Ice -2022.6812 1167.7955 36687.297 63544.263 0.000 Wind 270 deg-Ice -2335.5911 0.0000 0.000 73374.595 0.000 Wind 300 deg-Ice -2022.6812 -1167.7955 -36687.297 63544.263 0.000 Wind 315 deg-Ice -1651.5123, -1651.5123 -51883.673 51883.673 0.000 Wind 330 deg-Ice -1167.7955 -2022.6812 -63544.263 36687.297 0.000 Total Weight 9188.1837 0.000 0.000 Wind 0 deg-Service 0.0000 -1465.8973 -48045.176 0.000 0.000 Wind 30 deg-Service 732.9486 -1269.5043 -41608.343 -24022.588 0.000 Wind 45 deg-Service 1036.5459 -1036.5459 -33973.070 -33973.070 0.000 Wind 60 deg-Service 1269.5043 -732.9486 -24022.588 -41608.343 0.000 Wind 90 deg-Service 1465.8973 0.0000 0.000 -48045.176 0.000 Wind 120 deg-Service 1269.5043 732.9486 24022.588 -41608.343 0.000 Wind 135 deg-Service 1036.5459 1036.5459 33973.070 -33973.070 0.000 Wind 150 deg-Service 732.9486 1269.5043 41608.343 -24022.588 0.000 Wind 180 deg-Service 0.0000 1465.8973 48045.176 0.000 0.000 Wind 210 deg-Service -732.9486 1269.5043 41608.343 24022.588 0.000 Wind 225 deg-Service -1036.5459 1036.5459 33973.070 33973.070 0.000 Wind 240 deg-Service 1269.5043 732.9486 24022.588 41608.343 0.000 Wind 270 deg-Service -1465.8973 0.0000 0.000 48045.176 0.000 Wind 300 deg-Service -1269.5043 -732.9486 -24022.588 41608.343 0.000 Wind 315 deg-Service -1036.5459 -1036.5459 -33973.070 33973.070 0.000 Wind 330 de -Service -732.9486 -1269.5043 -41608.343 24022.588 0.000 Load Combinations Comb. Description No. 1 Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+l.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 45 deg-No Ice 7 0.9 Dead+1.0 Wind 45 deg-No Ice 8 1.2 Dead+1.0 Wind 60 deg No Ice 9 0.9 Dead+1.0 Wind 60 deg-No Ice 10 1.2 Dead+1.0 Wind 90 deg-No Ice 11 0.9 Dead+1.0 Wind 90 deg-No Ice 12 1.2 Dead+l.0 Wind 120 deg-No Ice 13 0.9 Dead+1.0 Wind 120 deg-No Ice ���j�Y�e� Job P�je 15 of 59 Laurel Stone 11 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Comb. Description NO. 14 1.2 Dead+1.0 Wind 135 deg-No Ice 15 0.9 Dead+1.0 Wind 135 deg-No Ice 16 1.2 Dead+1.0 Wind 150 deg-No Ice 17 0.9 Dead+1.0 Wind 150 deg-No Ice 18 1.2 Dead+1.0 Wind 180 deg-No Ice 19 0.9 Dead+1.0 Wind 180 deg-No Ice 20 1.2 Dead+1.0 Wind 210 deg-No Ice 21 0.9 Dead+1.0 Wind 210 deg-No Ice 22 1.2 Dead+1.0 Wind 225 deg-No Ice 23 0.9 Dead+1.0 Wind 225 deg-No Ice 24 1.2 Dead+1.0 Wind 240 deg-No Ice 25 0.9 Dead+1.0 Wind 240 deg-No Ice 26 1.2 Dead+1.0 Wind 270 deg-No Ice 27 0.9 Dead+1.0 Wind 270 deg-No Ice 28 1.2 Dead+1.0 Wind 300 deg-No Ice 29 0.9 Dead+1.0 Wind 300 deg-No Ice 30 1.2 Dead+1.0 Wind 315 deg-No Ice 31 0.9 Dead+1.0 Wind 315 deg-No Ice 32 1.2 Dead+1.0 Wind 330 deg-No Ice 33 0.9 Dead+1.0 Wind 330 deg-No Ice 34 1.2 Dead+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 45 deg+l.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 39 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 40 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 41 1.2 Dead+1.0 Wind 135 deg+1.0 Ice+1.0 Temp 42 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 43 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 44 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 45 1.2 Dead+1.0 Wind 225 deg+1.0 Ice+1.0 Temp 46 1.2 Dead+1:0 Wind 240 deg+1.0 Ice+1.0 Temp 47 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 48 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 49 1.2 Dead+1.0 Wind 315 deg+1.0 Ice+1.0 Temp 50 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 51 Dead+Wind 0 deg-Service 52 Dead+Wind 30 deg-Service 53 Dead+Wind 45 deg-Service 54 Dead+Wind 60 deg-Service 55 Dead+Wind 90 deg-Service 56 Dead+Wind 120 deg-Service 57 Dead+Wind 135 deg-Service 58 Dead+Wind 150 deg-Service 59 Dead+Wind 180 deg-Service 60 Dead+Wind 210 deg-Service 61 Dead+Wind 225 deg-Service 62 Dead+Wind 240 deg-Service 63 Dead+Wind 270 deg-Service 64 Dead+Wind 300 deg-Service 65 Dead+Wind 315 deg-Service 66 Dead+Wind 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb-ft lb ft Job Pje 16 of 59 l'nxTower Laurel Stone 12 of 24 Project Date Vector Structural Engineering, LLC. U4654.001.211 16:06:10 10/08/21 . 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects osano FAX.-801-990-1776 Ycam p Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb ft lb ft L1 110- 100 Pole Max Tension 54 0.0031 0.026 -0.044 Max.Compression 34 -2539.8675 0.000 0.000 Max.Mx 10 -1203.4050 -40086.694 0.000 Max.My 2 -1203.4050 0.000 40086.694 Max.Vy 10 2756.8379 -40086.694 0.000 Max.Vx 2 -2756.8379 0.000 40086.694 Max.Torque 4 -0.000 L2 100-80 Pole Max Tension 1 0.0000 0.000 0.000 Max.Compression 34 -8200.3662 0.000 0.000 Max.Mx 10 -4876.5087 -136805.56 0.000 9 Max.My 2 -4876.5087 0.000 136805.569 Max.Vy 10 5524.9375 -131287.51 0.000 3 Max.Vx 2 -5524.9375 0.000 131287.513 Max.Torque 4 -0.000 L3 80-60 Pole Max Tension 1 0.0000 0.000 0.000 Max.Compression 34 -16482.334 0.000 0.000 5 Max.Mx 10 -11017.740 -285084.49 0.000 9 1 Max.My 2 -11017.740 0.000 285084.491 9 Max.Vy 10 8551.8449 -285084.49 0.000 1 Max.Vx 2 -8551.8449 0.000 285084.491 Max.Torque 4 -0.001 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load lb lb lb Comb. Pole Max.Vert 34 16482.3345 0.0000 0.0000 Max.H. 27 8269.3585 8541.5265 0.0000 Max.H. 3 8269.3585 0.0000 8541.5265 Max.M., 2 285084.491 0.0000 8541.4379 Max.M. 10 285084.491 -8541.4379 0.0000 Max.Torsion 16 0.001 -4270.8647 -7397.3542 Min.Vert 11 8269.3585 -8541.5265 0.0000 Min.H.x 11 8269.3585 -8541.5265 0.0000 Min.H 19 8269.3585 0.0000 -8541.5265 Min.M, 18 -285084.491 0.0000 -8541.4379 Min.M, 26 -285084.491 8541.4379 0.0000 Min.Torsion 4 -0.001 -4270,8647 7397.3542 Tower Mast Reaction Summary Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M lb lb lb 16ft lb-ft lb-ft Dead Only 9188.1837 0.0000 0.0000 0.000 0.000 0.000 1.2 Dead+1.0 Wind 0 deg-No 11025.8108 0.0000 -8541.4379 -285084.491 0.000 0.000 A Job Pje 17 of 59 t`nxTower Laurel Stone 13 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano LoadVertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M lb Ib lb lb-ft lb-ft Ib-ft Ice 0.9 Dead+1.0 Wind 0 deg-No 8269.3585 0.0000 -8541.5265 -283748.862 0.000 0.000 Ice 1.2 Dead+1.0 Wind 30 deg-No 11025.8198 4270.8647 -7397.3542 -246900.396 -142548.019 0.001 Ice 0.9 Dead+1.0 Wind 30 deg-No 8269.3649 4270.8679 -7397.3598 -245740.773 -141878.509 0.000 Ice 1.2 Dead+1.0 Wind 45 deg-No 11025.8198 6039.9146 -6039.9146 -201593.336 -201593.336 0.000 Ice 0.9 Dead+1.0 Wind 45 deg-No 8269.3649 6039.9191 -6039.9191 -200646.506 -200646.506 0.000 Ice 1.2 Dead+1.0 Wind 60 deg-No 11025.8198 7397.3542 -4270.8647 -142548.019 -246900.396 -0.001 Ice 0.9 Dead+1.0 Wind 60 deg-No 8269.3649 7397.3598 -4270.8679 -141878.509 -245740.773 -0.000 Ice 1.2 Dead+1.0 Wind 90 deg-No 11025.8108 8541.4379 0.0000 0.000 -285084.491 0.000 Ice 0.9 Dead+1.0 Wind 90 deg-No 8269.3585 8541.5265 0.0000 0.000 -283748.862 0.000 Ice 1.2 Dead+1.0 Wind 120 deg- 11025.8198 7397.3542 4270.8647 142548.019 -246900.396 0.001 No Ice 0.9 Dead+1.0 Wind 120 deg- 8269.3649 7397.3598 4270.8679 141878.509 -245740.773 0.000 No Ice 1.2 Dead+1.0 Wind 135 deg- 11025.8198 6039.9146 6039.9146 201593.336 -201593.336 0.000 No Ice 0.9 Dead+1.0 Wind 135 deg- 8269.3649 6039.9191 6039.9191 200646.506 -200646.506 0.000 No Ice 1.2 Dead+1.0 Wind 150 deg- 11025.8198 4270.8647 7397.3542 246900.396 -142548.019 -0.001 No Ice 0.9 Dead+1.0 Wind 150 deg- 8269.3649 4270.8679 7397.3598 245740.773 -141878.509 -0.000 No Ice 1.2 Dead+1.0 Wind 180 deg- 11025.8108 0.0000 8541.4379 285084.491 0.000 0.000 No Ice 0.9 Dead+1.0 Wind 180 deg- 8269.3585 0.0000 8541.5265 283748.862 0.000 0.000 No Ice 1.2 Dead+1.0 Wind 210 deg- 11025.8198 -4270.8647 7397.3542 246900.396 142548.019 0.001 No Ice 0.9 Dead+1.0 Wind 210 deg- 8269.3649 -4270.8679 7397.3598 245740.773 141878.509 0.000 No Ice 1.2 Dead+1.0 Wind 225 deg- 11025.8198 -6039.9146 6039.9146 201593.336 201593.336 0.000 No Ice 0.9 Dead+1.0 Wind 225 deg- 8269.3649 -6039.9191 6039.9.191 200646.506 200646.506 0.000 No Ice 1.2 Dead+1.0 Wind 240 deg- 11025.8198 -7397.3542 4270.8647 142548.019 246900.396 -0.001 No Ice 0.9 Dead+1.0 Wind 240 deg- 8269.3649 -7397.3598 4270.8679 141878.509 245740.773 -0.000 No Ice 1.2 Dead+1.0 Wind 270 deg- 11025.8108 -8541.4379 0.0000 0.000 285084.491 0.000 No Ice 0.9 Dead+1.0 Wind 270 deg- 8269.3585 -8541.5265 0.0000 0.000 283748.862 0.000 No Ice 1.2 Dead+1.0 Wind 300 deg- 11025.8198 -7397.3542 -4270.8647 -142548.019 246900.396 0.001 No Ice 0.9 Dead+1.0 Wind 300 deg- 8269.3649 -7397.3598 -4270.8679 -141878.509 245740.773 0.000 No Ice 1.2 Dead+1.0 Wind 315 deg- 11025.8198 -6039.9146 -6039.9146 -201593.336 201593.336 0.000 No Ice 0.9 Dead+1.0 Wind 315 deg- 8269.3649 -6039.9191 -6039.9191 -200646.506 200646.506 0.000 No Ice 1.2 Dead+1.0 Wind 330 deg- 11025.8198 -4270.8647 -7397.3542 -246900.396 142548.019 -0.001 No Ice Job PM%e 18 of 59 tnxTowef Laurel Stone 14 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT84020 Client Designed b Phone:801-990-1775 Salient Architects s Y FA801-990-1776 ycamposano X. Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M lb Ib lb Ib-rt lb ft Ib-rt 0.9 Dead+1.0 Wind 330 deg- 8269.3649 -4270.8679 -7397.3598 -245740.773 141878.509 -0.000 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 16482.3345 0.0000 0.0000 0.000 0.000 0.000 1.2 Dead+1.0 Wind 0 deg+1.0 16482.3332 0.0000 -2335.4533 -75793.529 0.000 0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 16482.3332 1167.7267 -2022.5619 -65639.124 -37896.769 0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 45 deg+1.0 16482.3332 1651.4149 -1651.4149 -53594.122 -53594.122 0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 16482.3332 2022.5619 -1167.7267 -37896.769 -65639.124 -0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 16482.3332 2335.4533 0.0000 0.000 -75793.529 0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 16482.3332 2022.5619 11,67.7267 37896.769 -65639.124 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 135 16482.3332 1651.4149 1651.4149 53594.122 -53594.122 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 16482.3332 1167.7267 2022.5619 65639.124 -37896.769 4000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 16482.3332 0.0000 2335.4533 75793.529 0.000 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 16482.3332 -1167.7267 2022.5619 65639.124 37896.769 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 225 16482.3332 -1651.4149 1651.4149 53594.122 53594.122 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 16482.3332 -2022.5619 1167.7267 37896.769 65639.124 -0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 16482.3332 -2335.4533 0.0000 0.000 75793.529 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 16482.3332 -2022.5619 -1167.7267 -37896.769 65639.124 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 315 16482.3332 -1651.4149 -1651.4149 -53594.122 53594.122 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 16482.3332 -1167.7267 -2022.5619 -65639.124 37896.769 -0.000 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg-Service 9188.1828 0.0000 -1465.7410 -48791.489 0.000 0.000 Dead+Wind 30 deg-Service 9188.1810 732.6976 -1269.0693 -42243.038 -24389.034 0.000 Dead+Wind 45 deg-Service 9188.1810 1036.1908 -1036.1908 -34491.299 -34491.299 0.000 Dead+Wind 60 deg-Service 9188.1810 1269.0693 -732.6976 -24389.034 -42243.038 -0.000 Dead+Wind 90 deg-Service 9188.1828 1465.7410 0.0000 0.000 -48791.489 0.000 Dead+Wind 120 deg-Service 9188.1810 1269.0693 732.6976 24389.034 -42243.038 0.000 Dead+Wind 135 deg-Service 9188.1810 1036.1908 1036.1908 34491.299 -34491.299 0.000 Dead+Wind 150 deg-Service 9188.1810 732.6976 1269.0693 42243.038 -24389.034 -0.000 Dead+Wind 180 deg-Service 9188.1828 0.0000 1465.7410 48791.489 0.000 0.000 Dead+Wind 210 deg-Service 9188.1810 -732.6976 1269.0693 42243.038 24389.034 0.000 Dead+Wind 225 deg-Service 9188.1810 -1036.1908 1036.1908 34491.299 34491.299 0.000 Dead+Wind 240 deg-Service 9188.1810 -1269.0693 732.6976 24389.034 42243.038 -0.000 Dead+Wind 270 deg-Service 9188.1828 -1465.7410 0.0000 0.000 48791.489 0.000 Dead+Wind 300deg-Service 9188.1810 .-1269.0693 -732.6976 -24389.034 42243.038 0.000 Dead+Wind 315 deg-Service 9188.1810 -1036.1908 -1036.1908 -34491.299 34491.299 0.000 Dead+Wind 330 dei-Service 9188.1810 -732.6976 -1269.0693 -42243.038 24389.034 -0.000 Solution Summary Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ %Error Comb. Ib Ib lb lb Ib lb 1 0.0000 -9188.1837 0.0000 0.0000 9188.1837 0.0000 0.000% tnxT ower Job Pie 19 of 59 Laurel Stone 15 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed b Phone:801-990-1775 Salient Architects s Y FAX:801-990-1776 ycamposano 111 Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ %Error Comb. lb lb lb lb lb lb 2 0.0000 -11025.8204 -8541.7500 0.0000 11025.8108 8541.4379 0.002% 3 0.0000 -8269.3653 -8541.7500 0.0000 8269.3585 8541.5265 0.002% 4 4270.8750 -11025.8204 -7397.3725 -4270.8647 11.025.8198 7397.3542 0.000% 5 4270.8750 -8269.3653 -7397.3725 -4270.8679 8269.3649 7397.3598 0.000% 6 6039.9294 -11025.8204 -6039.9294 -6039.9146 11025.8198 6039.9146 0.000% 7 6039.9294 -8269.3653 -6039.9294 -6039.9191 8269.3649 6039.9191 0.000% 8 7397.3725 -11025.8204 -4270.8750 -7397.3542 11025.8198 4270.8647 0.000% 9 7397.3725 -8269.3653 -4270.8750 -7397.3598 8269.3649 4270.8679 0.000% 10 8541.7500 -11025;8204 0.0000 -8541.4379 11025.8108 0.0000 0.002% 11 8541.7500 -8269.3653 0.0000 -8541.5265 8269.3585 0.0000 0.002% 12 7397.3725 -11025.8204 4270.8750 -7397.3542 11025.8198 -4270.8647 0.000% 13 7397.3725 -8269.3653 4270.8750 -7397.3598 8269.3649 -4270.8679 0.000% 14 6039.9294 -11025.8204 6039.9294 -6039.9146 11025.8198 -6039.9146 0.000% 15 6039.9294 -8269.3653 6039.9294 -6039.9191 8269.3649 -6039.9191 0.000% 16 4270.8750 -11025.8204 7397.3725 -4270.8647 11025.8198 -7397.3542 0.000% 17 4270.8750 -8269.3653 7397.3725 -4270.8679 8269.3649 -7397.3598 0.000% 18 0.0000 -11025.8204 8541.7500 0.0000 11025.8108 -8541.4379 0.002% 19 0.0000 -8269.3653 8541.7500 0.0000 8269.3585 -8541.5265 0.002% 20 -4270.8750 -11025.8204 7397.3725 4270.8647 11025.8198 -7397.3542 0.000% 21 -4270.8750 -8269.3653 7397.3725 4270.8679 8269.3649 -7397.3598 0.000% 22 -6039.9294 -11025.8204 6039.9294 6039.9146 11025.8198 -6039.9146 0.000% 23 -6039.9294 -8269.3653 6039.9294 6039.9191 8269.3649 -6039.9191 0.000% 24 -7397.3725 -11025.8204 4270.8750 7397.3542 11025.8198 -4270.8647 0.000% 25 -7397.3725 -8269.3653 4270.8750 7397.3598 8269.3649 -4270.8679 0.000% 26 -8541.7500 -11025.8204 0.0000 8541.4379 11025.8108 0.0000 0.002% 27 -8541.7500 -8269.3653 0.0000 8541.5265 8269.3585 0.0000 0.002% 28 -7397.3725 -11025.8204 -4270.8750 7397.3542 11025.8198 4270.8647 0.000% 29 -7397.3725 -8269.3653 -4270.8750 7397.3598 8269.3649 4270.8679 0.000% 30 -6039.9294 -11025.8204 -6039.9294 6039.9146 11025.8198 6039.9146 0.000% 31 -6039.9294 -8269.3653 -6039.9294 6039.9191 8269.3649 6039.9191 0.000% 32 -4270.8750 -11025.8204 -7397.3725 4270.8647 11025.8198 7397.3542 0.000% 33 -4270.8750 -8269.3653 -7397.3725 4270.8679 8269.3649 7397.3598 0.000% 34 0.0000 -16482.3345 0.0000 0.0000 16482.3345 0.0000 0.000% 35 0.0000 -16482.3345 -2335.5911 0.0000 16482.3332 2335.4533 0.001% 36 1167.7955 -16482.3345 -2022.6812 -1167.7267 16482.3332 2022.5619 0.001% 37 1651.5123 -16482.3345 -1651.5123 -1651.4149 16482.3332 1651.4149 0.001% 38 2022.6812 -16482.3345 -1167.7955 -2022.5619 16482.3332 1167.7267 0.001% 39 2335.5911 -16482.3345 0.0000 -2335.4533 16482.3332 0.0000 0.001% 40 2022.6812 -16482.3345 1167.7955 -2022.5619 16482.3332 -1167.7267 0.001% 41 1651.5123 -16482.3345 1651.5123 -1651.4149 16482.3332 -1651.4149 0.001% 42 1167.7955 -16482.3345 2022.6812 -1167.7267 16482.3332 -2022.5619 0.001% 43 0.0000 -16482.3345 2335.5911 0.0000 16482.3332 -2335.4533 0.001% 44 -1167.7955 -16482.3345 2022.6812 1167.7267 16482.3332 -2022.5619 0.001% 45 -1651.5123 -16482.3345 1651.5123 1651.4149 16482.3332 -1651.4149 0.001% 46 -2022.6812 -16482.3345 1167.7955 2022.5619 16482.3332 -1167.7267 0.001% 47 -2335.5911 -16482.3345 0.0000 2335.4533 16482.3332 0.0000 0.001% 48 -2022.6812 -16482.3345 -1167.7955 2022.5619 16482.3332 1167.7267 0.001% 49 -1651.5123 -16482.3345 -1651.5123 1651.4149 16482.3332 1651.4149 0.001% 50 -1167.7955 -16482.3345 -2022.6812 1167.7267 16482.3332 2022.5619 0.001% 51 0.0000 -9188.1837 -1465.8973 0.0000 9188.1828 1465.7410 0.002% 52 732.9486 -9188.1837 -1269.5043 -732.6976 9188.1810 1269.0693 0.005% 53 1036.5459 -9188.1837 -1036.5459 -1036.1908 9188.1810 1036.1908 0.005% 54 1269.5043 -9188.1837 -732.9486 -1269.0693 9188.1810 732.6976 0.005% 55 1465.8973 -9188.1837 0.0000 -1465.7410 9188.1828 0.0000 0.002% 56 1269.5043 -9188.1837 732.9486 -1269.0693 9188.1810 -732.6976 0.005% 57 1036.5459 -9188.1837 1036.5459 -1036.1908 9188.1810 -1036.1908 0.005% 58 732.9486 -9188.1837 1269.5043 -732.6976 9188.1810 -1269.0693 0.005% 59 0.0000 -9188.1837 1465.8973 0.0000 9188.1828 -1465.7410 0.002% 60 -732.9486 -9188.1837 1269.5043 732.6976 9188.1810 -1269.0693 0.005% 61 -1036.5459 -9188.1837 1036.5459 1036.1908 9188.1810 -1036.1908 0.005% 62 -1269.5043 -9188.1837 732.9486 1269.0693 9188.1810 -732.6976 0.005% �������� Job Pie 20 of 59 Laurel Stone 16 of 24 Project Date Vector Structural Engineering, LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ %Error Comb. lb lb lb lb lb lb 63 -1465.8973 -9188.1837 0.0000 1465.7410 9188.1828 0.0000 0.002% 64 -1269.5043 -9188.1837 -732.9486 1269.0693 9188.1810 732.6976 0.005% 65 -1036.5459 -9188.1837 -1036.5459 1036.1908 9188.1810 1036.1908 0.005% 66 -732.9486 -9188.1837 -1269.5043 732.6976 9188.1810 1269.0693 0.005% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination o_/'Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 11 0.00000001 0.00007793 3 Yes 11 0.00000001 0.00006420 4 Yes 13 0.00000001 0.00006186 5 Yes 13 0.00000001 0.00004906 6 Yes 13 0.00000001 0.00007095 7 Yes 13 0.00000001 0.00005619 8 Yes 13 0.00000001 0.00006186 9 Yes 13 0.00000001 0.00004906 10 Yes 11 0.00000001 0.00007793 11 Yes 11 0.00000001 0.00006420 12 Yes 13 0.00000001 0.00006186 13 Yes 13 0.00000001 0.00004906 14 Yes 13 0.00000001 0.00007095 15 Yes 13 0.00000001 0.00005619 16 Yes 13 0.00000001 0.00006186 17 Yes 13 0.00000001 0.00004906 18 Yes 11 0.00000001 0.00007793 19 Yes 11 0.00000001 0.00006420 20 Yes 13 0.00000001 0.00006186 21 Yes 13 0.00000001 0.00004906 22 Yes 13 0.00000001 0.00007095 23 Yes 13 0.00000001 0.00005619 24 Yes 13 0.00000001 0.00006186 25 Yes 13 0.00000001 0.00004906 26 Yes Il 0.00000001 0.00007793 27 Yes 11 0.00000001 0.00006420 28 Yes 13 0.00000001 0.00006186 29 Yes 13 0.00000001 0.00004906 30 Yes 13 0.00000001 0.00007095 31 Yes 13 0.00000001 0.00005619 32 Yes 13 0.00000001 0.00006186 33 Yes 13 0.00000001 0.00004906 34 Yes 6 0.00000001 0.00000001 35 Yes 11 0.00000001 0.00009966 36 Yes 11 0.00000001 0.00011510 37 Yes 11 0.00000001 0.00011981 38 Yes 11 0.00000001 0,00011510 39 Yes 11 0.00000001 0.00009966 40 Yes 11 0.00000001 0.00011510 41 Yes 11 0.00000001 0.00011981 42 Yes 11 0.00000001 0.00011510 43 Yes 11 0.00000001 0.00009966 44 Yes 11 0.00000001 0.00011510 45 Yes 11 0.00000001 0.00011981 46 Yes 11 0.00000001 0.00011510 47 Yes 11 0.00000001 0.00009966 Job PJe 21 of 59 WxTower Laurel Stone 17 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT84020 Client Designed b Phone:801-990-1775 Salient Architects 9 y FAX.•801-990-1776 ycamposano 48 Yes i l 0.00000001 0.00011510 49 Yes 11 0.00000001 0.00011981 50 Yes 11 0.00000001 0.00011510 51 Yes 10 0.00000001 0.00005766 52 Yes 9 0.00000001 0.00014653 53 Yes 9 0.00000001 0.00014277 54 Yes 9 0.00000001 0.00014653 55 Yes 10 0.00000001 0.00005766 56 Yes 9 0.00000001 0.00014653 57 Yes 9 0.00000001 0.00014277 58 Yes 9 0.00000001 0.00014653 59 Yes 10 0.00000001 0.00005766 60 Yes 9 0.00000001 0.00014653 61 Yes 9 0.00000001 0.00014277 62 Yes 9 0.00000001 0.00014653 63 Yes 10 0.00000001 0.00005766 64 Yes 9 0.00000001 0.00014653 65 Yes 9 0.00000001 0.00014277 66 Yes 9 0.00000001 0.00014653 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L1 110-100 3.468 55 0.5785 0.0000 L2 100-80 2.331 55 0.4931 0.0000 L3 80-60 0.639 55 0.2727 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature Jt. Comb. in o 0 ft 121.00 (2)Commander 220-3AN(20.7 ft x 55 3.468 0.5785 0.0000 13714 2.75"Dia.,24 lbs) 115.40 (2)Sinclair SD314-HF2P2SNM(9.5 55 3.468 0.5785 0.0000 13714 II x 2.38"Dia,10.44 lbs) 110.70 (2)8'-0"T-arm EPA=4 ft^2(100 55 3.468 0.5785 0.0000 13714 lbs) 110.00 Top Plate 55 3.468 0.5785 0.0000 13714 105.00 (3)Generic Panel 1004(enclosed) 55 2.888 0.5370 0.0000 13714 100.00 Bulkhead 55 2.331 0.4931 0.0000 7154 95.00 (3)Generic Panel 100#(enclosed) 55 1.815 0.4446 0.0000 5481 90.00 Bulkhead 55 1.353 0.3915 0.0000 4564 85.50 (3)Commscope FVV-65B-R3 55 0.994 0.3401 0.0000 3968 81.50 (6)Diplexer 55 0.726 0.2916 0.0000 3635 80.00 Bulkhead 55 0.639 0.2727 0.0000 3649 75.00 (3)Generic Panel 100#(enclosed) 55 0.403 0.2078 0.0000 4561 70.00 Bulkhead 55 0.232 0.1400 0.0000 6841 65.00 (3)Generic Panel 100#(enclosed) 55 0.105 0.0705 0.0000 13682 60.00 Bottom Plate 0 0.000 0.0000 0.0000 13682 ����PM�e� Job Pie 22 of 59 Laurel Stone 18 of 24 Project Date Vector Structural Engineering, LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed b Phone:801-990-1775 Salient Architects s y FAX.-801-990-1776 ycamposano Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o ° L1 110-100 20.258 10 3.3790 0.0000 L2 100-80 13.615 10 2.8809 0.0000 L3 80-60 3.735 10 1.5939 0.0000 Critical Deflections and Radius.of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. in o o /t 121.00 (2)Commander 220-3AN(20.7 ft x 10 20.258 3.3790 0.0000 2367 2.75"Dia.,24 lbs) 115.40 (2)Sinclair SD314-HF2P2SNM(9.5 10 20.258 3.3790 0.0000 2367 ft x 2.38"Dia,10.44 lbs) 110.70 (2)8'-0"T-arm EPA=4 ft^2(100 10 20.258 3.3790 0.0000 2367 lbs) 110.00 Top Plate 10 20.258 3.3790 0.0000 2367 105.00 (3)Generic Panel 100#(enclosed) 10 16.873 3.1373 0.0000 2367 100.00 Bulkhead 10 13.615 2.8809 0.0000 1234 95.00 (3)Generic Panel 100#(enclosed) 10 10.602 2.5982 0.0000 943 90.00 Bulkhead 10 7.908 2.2881 0.0000 784 85.50 (3)Commscope FVV-65B-R3 10 5.809 1.9873 0.0000 681 81.50 (6)Diplexer 10 4.243 1.7039 0.0000 623 80.00 Bulkhead 10 3.735 1.5939 0.0000 625 75.00 (3)Generic Panel 100#(enclosed) 10 2.353 1.2142 0.0000 781 70.00 Bulkhead 6 1.355 0.8184 0.0000 1171 65.00 (3)Generic Panel 1009(enclosed) 6 0.613 0.4119 0.0000 2342 60.00 Bottom Plate 0 0.000 0.0000 0.0000 2342 Compression Checks Pole Design Data Section Elevation Size L L„ K1/r A P„ gyp„ Ratio No. P„ f ft ft int Ib Ib Op Ll 110-109 P10x.365 13th 10.00 0.00 0.0 11.1020 -359.2460 419654.0000 0.001 109-108 11.1020 -412.0940 419654.0000 0.001 108-107 11.1020 -465.1890 419654.0000 0.001 107-106 11.1020 -518.5310 419654.0000 0.001 106-105 11.1020 -572.1230 419654.0000 0.001 105-104 11.1020 -985.4140 419654.0000 0.002 104-103 11.1020 -1039.5300 419654.0000 0.002 103-102 11.1020 -1093.8900 419654.0000 0.003 102-101 11.1020 -1148.5200 419654.0000 0.003 lot-100 11.1020 -1203.3900 419654.0000 0.003 L2 100-99 P12x.562 13th 20.00 0.00 0.0 20.0771 -1596.5300 758915.0000 0.002 Job PgRe 23 of 59 WxTower Laurel Stone 19 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT 84020 Client Designed b Phone:801-990-1775 Salient Architects s Y FAX.-801-990-1776 ycamposano Section Elevation Size L L„ Kl/r A P„ Ratio No. P. ft ft ft int lb lb W, 99-98 20.0771 -1697.8600 758915.0000 0.002 98-97 20.0771 -1799.4301 758915.0000 0.002 97-96 20.0771 -1901.2200 758915.0000 0.003 96-95 20.0771 -2003.2500 758915.0000 0.003 95-94 20.0771 -2465.1201 758915.0000 0.003 94-93 20.0771 -2567.6299 758915.0000 0.003 93-92 20.0771 -2670.3799 758915.0000 0.004 92-91 20.0771 -2773.3601 758915.0000 0.004 91-90 20.0771 -2876.5801 758915.0000 0.004 90-89 20.0771 -3284.3899 758915.0000 0.004 89-88 20.0771 -3389.7000 758915,0000 0.004 88-87 20.0771 -3495.4099 758915.0000 0.005 87-86 20.0771 -3601.5300 758915.0000 0.005 86-85 20.0771 -3869.9500 758915.0000 0.005 85-84 20.0771 -3976.8899 758915.0000 0.005 84-83 20.0771 -4084.2400 758915.0000 0.005 83-82 20.0771 -4191.9902 758915.0000 0.006 82-81 20.0771 -4767.9199 758915.0000 0.006 81-80 20.0771 -4876.4902 758915.0000 0.006 L3 80-79 P12xl.312 13th 20.00 0.00 0.0 44.1967 -5423.9800 1670640.000 0.003 0 79-78 44.1967 _-5646.1001 1670640.000 0.003 0 78-77 44.1967 -5868.5298 1670640.000 0.004 0 77-76 44.1967 -6091.2900 1670640.000 0.004 0 76-75 44.1967 -6314.3501 1670640.000 0.004 0 75-74 44.1967 -6897.6499 1670640.000 0.004 0 74-73 44.1967 -7121.3501 1670640.000 0.004 0 73-72 44.1967 -7345.3701 1670640.000 0.004 0 72-71 44.1967 -7569.7002 1670640.000 0.005 0 71-70 44.1967 -7794.3301 1670640.000 0.005 0 70-69 44.1967 -8359.4697 1670640.000 0.005 0 69-68 44.1967 -8586.5703 1670640.000 0.005 0 68-67 44.1967 -8814.0996 1670640.000 0.005 0 67-66 44.1967 -9042.0400 1670640.000 0.005 0 66-65 44.1967 -9270.4102 1670640.000 0.006 0 65-64 44.1967 -9859.1699 1670640.000 0.006 0 64-63 44.1967 -10088.4004 1670640.000 0.006 0 63-62 44.1967 -10318.0000 1670640.000 0.006 0 62-61 44.1967 -10547.9004 1670640.000 0.006 0 61-60 44.1967 -10778.2998 1670640.000 0.006 0 Job PM%e 24 of 59 �' xTower Laurel Stone 20 of 24 Project Date Vector Structural Engineering, LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Pole Bending Design Data Section Elevation Size MI. 0M., Ratio M,, Ratio No. M- M„y. ft lb-ft lb-ft OMS lb-ft lb-ft WMry L1 110-109 P10x.36513th 15431.000 115927.500 0.133 0.000 115927.500 0.000 109-108 18150.250 115927.500 0.157 0.000 115927.500 0.000 108-107 20872.167 115927.500 0.180 0.000 115927.500 0.000 107-106 23596.833 115927.500 0.204 0.000 115927.500 0.000 106-105 26323.917 115927.500 0.227 0.000 115927.500 0.000 105-104 29073.333 115927.500 0.251 0.000 115927.500 0.000 104-103 31824.583 115927.500 0.275 0.000 115927.500 0.000 103-102 34577.500 115927.500 0.298 0.000 115927.500 0.000 102-101 37331.917 115927.500 0.322 0.000 115927.500 0.000 101-100 40087.583 115927.500 0.346 0.000 115927.500 0.000 L2 100-99 P 12x.562 13th 44219.917 246296.667 0.180 0.000 246296.667 0.000 99-98 48356.167 246296.667 0.196 0.000 246296.667 0.000 98-97 52496.083 246296.667 0.213 0.000 246296.667 0.000 97-96 56639.667 246296.667 0.230 0.000 246296.667 0.000 96-95 60786.417 246296.667 0.247 0.000 246296.667 0.000 95-94 64953.083 246296.667 0.264 0.000 246296.667 0.000 94-93 69122.083 246296.667 0.281 0.000 246296.667 0.000 93-92 73293.250 246296.667 0.298 0.000 246296.667 0.000 92-91 77466.250 246296.667 0.315 0.000 246296.667 0.000 91-90 81640.667 246296.667 0.331 0.000 246296.667 0.000 90-89 87157.500 246296.667 0.354 0.000 246296.667 0.000 89-88 92675.000 246296.667 0.376 0.000 246296.667 0.000 88-87 98192.500 246296.667 0.399 0.000 246296.667 0.000 87-86 103709.167 246296.667 0.421 0.000 246296.667 0.000 86-85 109227.500 246296.667 0.443 0.000 246296.667 0.000 85-84 114746.667 246296.667 0.466 0.000 246296.667 0.000 84-83 120262.500 246296.667 0.488 0.000 246296.667 0.000 83-82 125775.833 246296.667 0.511 0.000 246296.667 0.000 82-81 131292.500 246296.667 0.533 0.000 246296.667 0.000 81-80 136810.833 246296.667 0.555 0.000 246296.667 0.000 L3 80-79 P12xl.31213th 143631.667 512852.500 0.280 0.000 512852.500 0.000 79-78 150453.333 512852.500 0.293 0.000 512852.500 0.000 78-77 157274.167 512852.500 0.307 0.000 512852.500 0.000 77-76 164095.000 512852.500 0.320 0.000 512852.500 0.000 76-75 170913.333 512852.500 0.333 0.000 512852.500 0.000 75-74 177738.333 512852.500 0.347 0.000 512852.500 0.000 74-73 184559.167 512852.500 0.360 0.000 512852.500 0.000 73-72 191375.833 512852.500 0.373 0.000 512852.500 0.000 72-71 198186.667 512852.500 0.386 0.000 512852.500 0.000 71-70 204991.667 512852.500 0.400 0.000 512852.500 0.000 70-69 213054.167 512852.500 0.415 0.000 512852.500 0.000 69-68 221108.333 512852.500 0.431 0.000 512852.500 0.000 68-67 229152.500 512852.500 0.447 0.000 512852.500 0.000 67-66 237185.833 512852.500 0.462 0.000 512852.500 0.000 66-65 245206.667 512852.500 0.478 0.000 512852.500 0.000 65-64 253217.500 512852.500 0.494 0.000 512852.500 0.000 64-63 261213.333 512852.500 0.509 0.000 512852.500 0.000 63-62 269192.500 512852.500 0.525 0.000 512852.500 0.000 62-61 277154.167 512852.500 0.540 0.000 512852.500 0.000 61-60 285095.833 512852.500 0.556 0.000 512852.500 0.000 Job PM%e 25 of 59 tiZTOWeY Laurel Stone 21 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT84020 Client Designed b Phone:801-990-1775 Salient Architects s Y FAX.-801-990-1776 ycamposano Pole Shear Design Data Section Elevation Size Actual V„ Ratio Actual T„ Ratio No. V VII T„ T. ft lb !b 0V lb ft lb ft OT L1 110-109 P10x.365 13th 2718.1899 125896.0000 0.022 0.000 115230.000 0.000 109-108 2721.0100 125896.0000 0.022 0.000 115230.000 0.000 108-107 2723.7200 125896.0000 0.022 0.000 115230.000 0.000 107-106 2726.3301 125896.0000 0.022 0.000 115230.000 0.000 106-105 2728.8101 125896.0000 0.022 0.000 115230.000 0.000 105-104 2751.0500 125896.0000 0.022 0.000 115230.000 0.000 104-103 2752.8999 125896.0000 0.022 0.000 115230.000 0.000 103-102 2754.5400 125896.0000 0.022 0.000 115230.000 0.000 102-101 2755.9700 125896.0000 0.022 0.000 115230.000 0.000 101-100 2757.1599 125896.0000 0.022 0.000 115230.000 0.000 L2 100-99 P l2x.562 13th 4135.1499 227674.0000 0.018 0.000 244751.667 0.000 99-98 4139.0898 227674.0000 0.018 0.000 244751.667 0.000 98-97 4142.8198 227674.0000 0.018 0.000 244751.667 0.000 97-96 4146.3198 227674.0000 0.018 0.000 244751.667 0.000 96-95 4149.5601 227674.0000 0.018 0.000 244751.667 0.000 95-94 4169.2900 227674.0000 0.018 0.000 244751.667 0.000 94-93 4171.6802 227674.0000 0.018 0.000 244751.667 0.000 93-92 4173.7402 227674.0000 0.018 0.000 244751.667 0.000 92-91 4175.4702 227674.0000 0.018 0.000 244751.667 0.000 91-90 4176.8501 227674.0000 0.018 0.000 244751.667 0.000 90-89 5519.4902 227674.0000 0.024 0.000 244751.667 0.000 89-88 5519.7002 227674.0000 0.024 0.000 244751.667 0.000 88-87 5519.4102 227674.0000 0.024 0.000 244751.667 0.000 87-86 5518.6201 227674.0000 0.024 0.000 244751.667 0.000 86-85 5523.2202 227674.0000 0.024 0.000 244751.667 0.000 85-84 5521.1001 227674.0000 0.024 0.000 244751.667 0.000 84-83 5518.3799 227674.0000 0.024 0.000 244751.667 0.000 83-82 5515.0400 227674.0000 0.024 0.000 244751.667 0.000 82-81 5525.3101 227674.0000 0.024 0.000 244751.667 0.000 81-80 5519.8599 227674.0000 0.024 0.000 244751.667 0.000 L3 80-79 P12x1.312 13th 6823.8398 501191.0000 0.014 0.000 508049.167 0.000 79-78 6824.2998 501191.0000 0.014 0.000 508049.167 0.000 78-77 6824.0801 501191.0000 0.014 0.000 508049.167 0.000 77-76 6823.1401 501191.0000 0.014 0.000 508049.167 0.000 76-75 6821.4502 501191.0000 0.014 0.000 508049.167 0.000 75-74 6826.9302 501 191.0000 0.014 0.000 508049.167 0.000 74-73 6823.2202 501191.0000 0.014 0.000 508049.167 0.000 73-72 6818.6602 501191.0000 0.014 0.000 508049.167 0.000 72-71 6813.2100 501191.0000 0.014 0.000 508049.167 0.000 71-70 6806.8501 501191.0000 0.014 0.000 508049.167 0.000 70-69 8064.3901 501191.0000 0.016 0.000 508049.167 0.000 69-68 8055.5400 501191.0000 0.016 0.000 508049.167 0.000 68-67 8045.5898 501191.0000 0.016 0.000 508049.167 0.000 67-66 8034.5000 501191.0000 0.016 0.001 508049.167 0.000 66-65 8022.2300 501191.0000 0.016 0.000 508049.167 0.000 65-64 8011.6499 501191.0000 0.016 0.000 508049.167 0.000 64-63 7996.3101 501191.0000 0.016 0.001 508049.167 0.000 63-62 7979.6699 501191.0000 0.016 0.001 508049.167 0.000 62-61 7961.6899 501191.0000 0.016 0.001 508049.167 0.000 61-60 7942.3301 501191.0000 0.016 0.001 508049.167 0.000 Pole Interaction Design Data Job Pd�e 26 of 59 WxTower Laurel Stone 22 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M„. M„y V T. Stress Stress ft Op Om- OM 0U 0T Ratio Ratio L 1 110-109 0.001 0.133 0.000 0.022 0.000 0.134 1.000 4.8.2 109-108 0.001 0.157 0.000 0.022 0.000 0.1558 1.000 4.8.2 Y 108-107 0.001 0.180 0.000 0.022 0.000 0.182 1.000 4.8.2 107-106 0.001 0.204 0.000 0.022 0.000 0205 1.000 4.8.2 106-105 0.001 0.227 0.000 0.022 0.000 0.229 1.000 4.8.2 105-104 0.002 0.251 0.000 0.022 0.000 0.254 1.000 4.8.2 104-103 0.002 0.275 0.000 0.022 0.000 0.277 1.000 4.8.2 103-102 0.003 0.298 0.000 0.022 0.000 0.301 1.000 4.8.2 !' 102-101 0.003 0.322 0.000 0.022 0.000 0.3225 1.000 4.8.2 Y n� 101-100 0.003 0.346 0.000 0.022 0.000 0.349 1.000 4.8.2 1r L2 100-99 0.002 0.180 0.000 0.018 0.000 0.182 1.000 4.8.2 4� 99-98 0.002 0.196 0.000 0.018 0.000 0.199 1.000 4.8.2 98-97 0.002 0.213 0.000 0.018 0.000 0.2116 1.000 4.8.2 Y 97-96 0.003 0.230 0.000 0.018 0.000 0.233 1.000 4.8.2 96-95 0.003 0.247 0.000 0.018 0.000 0.250 1.000 4.8.2 95-94 0.003 0.264 0.000 0.018 0.000 0.267 1.000 4.8.2 f� 94-93 0.003 0.281 0.000 0.018 0.000 0.284 1.000 4.8.2 IS 93-92 0.004 0.298 0.000 0.018 0.000 0.301 1.000 4.8.2 92-91 0.004 0.315 0.000 0.018 0.000 0.3,119 1.000 4.8.2 Y 91-90 0.004 0.331 0.000 0,018 0.000 0.336 1.000 4.8.2 90-89 0.004 0.354 0.000 0.024 0.000 0.359 1.000 4.8.2 6/ Y 89-88 0.004 0.376 0.000 0.024 0.000 0.381 1.000 4.8.2 88-87 0.005 0.399 0.000 0.024 0.000 0.404 1.000 4.8.2 87-86 0.005 0.421 0.000 0.024 0.000 0.426 1.000 4.8.2 86-85 0.005 0.443 0.000 0.024 0.000 0.449 1.000 4.8.2 85-84 0.005 0.466 0.000 0.024 0.000 0.472 1.000 4.8.2 Job PM%e 27 of 59 WxTower Laurel Stone 23 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste. 101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P. MI. M,y V. T Stress Stress f �Pn om- OM., 0V, OT Ratio Ratio 84-83 0.005 0.488 0.000 0.024 0.000 0.494 1.000 4.8.2 _s 83-82 0.006 0.511 0.000 0.024 0.000 0.517 1.000 4.8.2 4� 82-81 0.006 0.533 0.000 0.024 0.000 0.5440 1.000 4.8.2 V 81-80 0.006 0.555 0.000 0.024 0.000 0.562 1.000 4.8.2 1/ U 80-79 0.003 0.280 0.000 0.014 0.000 0.283 1.000 4.8.2 79-78 0.003 0.293 0.000 0.014 0.000 0.297 1.000 4.8.2 6� 78-77 0.004 0.307 0.000 0.014 0.000 0.310 1.000 4.8.2 77-76 0.004 0.320 0.000 0.014 0.000 0.324 1.000 4.8.2 76-75 0.004 0.333 0.000 0.014 0.000 0.337 1.000 4.8.210 75-74 0.004 0.347 0.000 0.014 0.000 0.351 1.000 4.8.2 74-73 0.004 0.360 0.000 0.014 0.000 0.364 1.000 4.8.2 10 73-72 0.004 0.373 0.000 0.014 0.000 0.378 1.000 4.8.2 72-71 0.005 0.386 0.000 0.014 0.000 0.391 1.000 4.8.2 71-70 0.005 0.400 0.000 0.014 0.000 0..4005 1.000 4.8.2 y 70-69 0.005 0.415 0.000 0.016 0.000 0.421 1.000 4 8.2 69-68 0.005 0.431 0.000 0.016 0.000 0QQ.4�337 1.000 4.8.2 V 68-67 0.005 0.447 0.000 0.016 0.000 0.452 1.000 4.8.210 67-66 0.005 0.462 0.000 0.016 0.000 0.468 1.000 4.8.2 66-65 0.006 0.478 0.000 0.016 0.000 0.484 1.000 4.8.2 a, 65-64 0.006 0.494 0.000 0.016 0.000 0.500 1.000 4.8.210 64-63 0.006 0.509 0.000 0.016 0.000 0.516 1.000 4.8.2 63-62 0.006 0.525 0.000 0.016 0.000 0.531 1.000 4.8.2 10 10 62-61 0.006 0.540 0.000 0.016 0.000 0-.5447 1.000 4.8.2 6/ y 61-60 0.006 0.556 0.000 0.016 0.000 0.563 1.000 4.8.2 4/ V * Tow xer Job Pd�Je 28 of 59 C j Laurel Stone 24 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste. 101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Section Capacity Table Section Elevation Component Size Critical P eP.M.", % Pass No. ft Type Element Ib lb Capacity Fail L1 110- 100 Pole PlOx.365 13th 1 -1203.3900 419654.000 34.9 Pass 0 L2 100-80 Pole P 12x.562 13th 2 -4876.4902 758915.000 56.2 Pass 0 L3 80-60 Pole P12x1.31213th 3 -10778.2998 1670640.00 56.3 Pass 00 Summary Pole(L3) 56.3 Pass RATING= 56.3 Pass Program Version 8.1.1.0-6/3/2021 File:/NSEFILES.vector.local/Projects/2021 Projects/U4654 Salient Architects/U4654-001-211 NYNYCO2219A Laurel Stone (NY,SA)/ENG/TS/Laurel Stone TS.eri TIA-222-H - 137 mph/50 mph 1.0000 in Ice Exposure C Maximum Values vx Vz Mx Mz Page 29 of 59 Global Mast Shear(lb) Global Mast Moment(Ib-ft) 0 5000 10000 0 500000 110.00 110.00 I I I I I I 1 I I 1 1 I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I t I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 100.00 ___I___ __ L___I_______1___L___I___ ___ __ ___ _______I_______1_______I_______ 100.00 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I 1 I I 1 I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I 1 I I I 1 O I I • I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I 1 W I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I 1 I 80.00 I 1 I 80.00 ---r-- ---r---r-- - -z---r---r--�--- ------�-- ----r------z --- I I I I I I I I 1 I I 1 I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I 1 I I I I I I I I I I I t 1 I I I I I I I I I I 1 I I I I 1 1 I I I 1 I I 1 I I I I I I I 1 I I 1 I 1 I I I I I 1 I I I 1 I I I I I I I I I 1 I I I I I I I I 1 I I 1 1 I I I 1 1 I 1 I I I I I I I I I I I I I 1 1 I I I I I 1 I I I I I I i I I I I I I I I I I I 1 1 I I I I I I I 1 I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I 1 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 60.0 60.00 0 5000 10000 0 500000 Vector Structural Engineering,LLC. oh Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Project:U4654.001.211 Client:Salient Architects Drawn by: cam osanoa p'd: Draper, UT 84020 Y v P a Vector Engineers Phone:801-990-1775 coae: TIA-222-H Date:10/08/21 scale: NTS FAX:801-990-1776 Path: Dwg No.E-4 TIA-222-H -Service -60 mph Maximum Values Page 30 of 59 Deflection (in) Tilt(deg) Twist(deg) 0 5 0 0.5 1 0 0.05 0.1 11 o.oa 110.00 100.a ----1-----'- --- ----1---- --1--1--L-J-- --L-J--1--1-- --1--1--L--1-- --L-J--1--1-- 100.00 LU I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_-I-_ __I__J__1__L_ __I__1__L__I__ __L_J__1__I__ o.ao -- -r i r----r---- ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I 60.001 o.00 0 5 0' 0.5 1 0 0.05 0.1 Vector Structural Engineering,LLC'O'):Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Project:04654.001:211 client:Salient Architectsorawn'Y: cam osano^PP'd: Draper, UT 84020 Y P Vector Engineers Phone:801-990-1775 code:TIA-222-H Date:10/08/21 scale: NTS FAX:801-990-1776 Path: Dwg No.E-5 Page 31 of 59 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION (2)Commander 220-3AN(20.7 It x 121 (3)Commscope FW-65B-R3 85.5 2.75"Dia.,24 lbs) (6)Diplexer 81.5 (2)Sinclair SD314-HF2P2SNM(9.5 ft 115.4 Bulkhead 80 x 2.38"Dia,10.44 lbs) (3)Generic Panel 100#(enclosed) 75 (2)8'-0"T-arm EPA=4 "2(100 lbs) 110.7 R Bulkhead 70 Top Plate 110 (3)Generic Panel 100#(enclosed) 65 (3)Generic Panel 100#(enclosed) 105 Bottom Plate 60 Bulkhead 100 Coax in lop section 60 (3)Generic Panel 100#(enclosed) 95 I top section pipe 60 Bulkhead 90 MATERIAL STRENGTH GRADE Fy Fu GRADE F Fu A572-65 165 ksi 180 ksl ITOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 137 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category III. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:52.3% I 60.0 ft 0 0 0 o N O 2 N 2 O M ALL REACTIONS (^� ARE FACTORED AXIAL 29572 Ib N n r SHEAR MOMENT 381516� 249343 Ib-ft 15.0 ft 50 mph WIND-1.0000 in ICE o AXIAL 0 0 0 21476 Ib N a SHEAR MOMENT 15056 lb_" 1 951635/b-ft 1-oft B REACTIONS-137 mph WIND r o E C1 O rn c E .� in z' 1= Vector Structural Engineering,LLC. °b`Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Project:04654-001-211 client: Salient Architect Drawn by: cam osan App". Draper, UT 84020 v p Vector Engineers Phone:801-990-1775 code: TIA-222-H Date:10/11/21 scale: NTS FAX:801-990-1776 Path: Dwg No.E-1 Job Pft%e 32 of 59 �Ix�.Tower Laurel Stone 1 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower is located in Suffolk County,New York. Tower base elevation above sea level:28.00 ft. Basic wind speed of 137 mph. Risk Category III. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height:0.00 ft. Nominal ice thickness of 1.0000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 50 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non-linear(P-delta)analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1. Local bending stresses due to climbing loads,feed line supports,and appurtenance mounts are not considered. Tapered Pole Section Geometry Section Elevation Section Splice Number Top Bottom Wall Bend Pole Grade Length Length of Diameter Diameter Thickness Radius ft ft ft Sides in in in in Ll 60.00-15.00 45.00 5.83 18 36.0000 42.4800 0.2500 1.0000 A572-65 (65 ksi) L2 15.00-1.00 19.83 18 41.1405 43.9960 0.2500 1.0000 A572-65 (65 ksi) Tapered Pole Properties Section Tip Dia. Area 1 r C 1/C J IdQ iv IVA in inz in in in in' in' int in L1 36.5168 28.3676 4580.4961 12.6913 18.2880 250.4646 9167.0194 14.1865 5.8960 23.584 43.0968 33.5095 7550.0117 14.9917 21.5798 349.8641 15109.9579 16.7579 7.0365 28.146 L2 42.5890 32.4466 6854.1090 14.5161 20.8994 327.9578 13717.2368 16.2264 6.8007 27.203 44.6361 34.7125 8392.6561 15.5298 22.3500 375.5109 16796.3555 17.3595 7.3033 29.213 y Job Pie 33 of 59 MxTower Laurel Stone 2 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed b Phone:801-990-1775 Salient Architects s y FAX.-801-990-1776 ycamposanFAX.- Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Al Factor Stitch Bolt Stitch Bolt Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals horizontals Redundants ft ft, in in in in LI 60.00-15.00 1 1 1 L2 15.00-1.00 1 1 1 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total C.1A.4 Weight or Shield From Type Number Leg Torque ft ftz/ft plf Calculation 1 518 Coax C No Yes Inside Pole 60.00-1.00 36 No Ice 0.00 0.72 1/2"Ice 0.00 0.72 1"Ice 0.00 0.72 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF C1A,1 Q4AA Weight Section Elevation In Face Out Face ft ft, ft, ft, ft, lb LI 60.00-15.00 A 0.000 0.000 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 1166.4000 L2 15.00-1.00 A 0.000 0.000 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 362.8800 Feed Line/Linear Appurtenances Section Areas - With Ice Tower Tower Face Ice AR AF CAA, C,1AA Weight Section Elevation or Thickness In Face Out Face ft Leg in ft= ft, ft, ft, Ib Ll 60.00-15.00 A 1.165 0.000 0.000 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 1166.4000 L2 15.00-1.00 A 0.997 0.000 0.00Q 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 C 0.000 0.000 0.000 0.000 362.8800 User Defined Loads i MxTower Job P�je 34 of 59 j Laurel Stone 3 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste. 101 Draper, UT84020 Client Designed b Phone:801-990-1775 Salient Architects g Y FAX.-801-990-1776 ycamposano Description Elevation Offset Azimuth Weight F F Wind Force C.,Ac From Angle Centroid ft ft o lb lb lb /b ft, Top Plate 110.00 0.00 0.0000 No Ice 200.0000 0.0000 0.0000 641.2469 9.90 Ice 587.6700 0.0000 0.0000 187.2185 21.70 Service 200.0000 0.0000 0.0000 110.0479 9.90 Bulkhead 100.00 0.00 0.0000 No Ice 300.0000 0.0000 0.0000 1257.0166 19.80 Ice 1071.3100 0.0000 0.0000 366.6604 43.36 Service 300.0000 0.0000 0.0000 215.7236 19.80 Bulkhead 90.00 0.00 0.0000 No Ice 300.0000 0.0000 0.0000 1229.4414 19.80 Ice 1062.8500 0.0000 0.0000 358.0380 43.29 Service 300.0000 0.0000 0.0000 210.9913 19.80 Bulkhead 80.00 0.00 0.0000 No Ice 300.0000 0.0000 0.0000 1199.3305 19.80 Ice 1053.5000 0.0000 0.0000 348.6236 43.21 Service 300.0000 0.0000 0.0000 205.8238 19.80 Bulkhead 70.00 0.00 0.0000 No Ice 300.0000 0.0000 0.0000 1166.0846 19.80 Ice 1043.0300 0.0000 0.0000 338.2537 43.12 Service 300.0000 0.0000 0.0000 200.1183 19.80 Bottom Plate 60.00 0.00 0.0000 No Ice 200.0000 0.0000 0.0000 564.4247 9.90 Ice 568.7400 0.0000 0.0000 163.5744 21.54 Service 200.0000 0.0000 0.0000 96.8641 9.90 Coax in top section 60.00 0.00 0.0000 No Ice 700.0000 0.0000 0.0000 0.0000 0.00 Ice 700.0000 0.0000 0.0000 0.0000 0.00 Service 700.0000 0.0000 0.0000 0.0000 0.00 top section pipe 60.00 0.00 0.0000 No Ice 5150.0000 0.0000 0.0000 0.0000 0.00 Ice 5150.0000 0.0000 0.0000 0.0000 0.00 Service 5150.0000 0.0000 0.0000 0.0000 0.00 Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement C,,Aa CAI Weight or Type Horz Adjustment Front Side Leg Lateral Vert fi ft ft, ft, lb ft fr , a## (3)Generic Panel 100# C None 0.0000 105.00 No Ice 0.00 0.00 100.0000 (enclosed) 1/2"lee 0.00 0.00 100.0000 V Ice 0.00 0.00 100.0000 (3)Generic Panel 1009 C None 0.0000 95.00 No Ice 0.00 0.00 100.0000 (enclosed) 1/2"Ice 0.00 0.00 100.0000 V Ice 0.00 0.00 100.0000 (3)Commscope C None 0.0000 85.50 No Ice 0.00 0.00 45.0000 FVV-65B-R3 1/2"Ice 0.00 0.00 45.0000 1"Ice 0.00 0.00 45.0000 (3)Generic Panel 100# C None 0.0000 75.00 No Ice 0.00 0.00 100.0000 (enclosed) 1/2"Ice 0.00 0.00 100.0000 V Ice 0.00 0.00 100.0000 (3)Generic Panel 100# C None 0.0000 65.00 No Ice 0.00 0.00 100.0000 (enclosed) 1/2"Ice 0.00 0.00 100.0000 1"Ice 0.00 0.00 100.0000 (2)Commander 220-3AN C None 0.0000 121.00 No Ice 5.69 5.69 24.0000 t Job PMje 35 of 59 tnxTOWer Laurel Stone 4 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT84020 Client Designed b Phone:801-990-1775 Salient Architects s y FAX.-801-990-1776 ycamposano Description Face Offset Offsets: Azimuth Placement CAI QA4 Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft oft ft, ft, 16 ft ft (20.7 ft x 2.75"Dia.,24 lbs) 1/2"Ice 7.79 7.79 65.4539 1"Ice 9.91 9.91 119.9854 (2)Sinclair C None 0.0000 115.40 No Ice 4.43 4.43 10.4400 SD314-HF2P2SNM(9.5 ft x 1/2"Ice 5.01 5.01 41.8094 2.38"Dia,10.44 lbs) 1"Ice 5.59 5.59 79.6193 (2)8'-0"T-arm EPA=4 ft 2 C None 0.0000 110.70 No Ice 4.00 4.00 60.0000 (100 lbs) 1/2"Ice 4.66 4.66 80.0000 1"Ice 5.32 5.32 100.0000 (6)Diplexer C None 0.0000 81.50 No Ice 0.00 0.00 65.0000 1/2"Ice 0.00 0.00 65.0000 1"Ice 0.00 0.00 65.0000 Tower Pressures - No Ice GH=1.100 Section z KZ qc AG F AF AR A,,, Leg CAAA CAA Elevation a % In Out c Face Face t t psf t1 a tz fit, ft2 tZ t1 Ll 60.00-15.00 37.62 1.03 46 149.275 A 0.000 149.275 149.275 100.00 0.000 0.000 B 0.000 149.275 100.00 0.000 0.000 C 0.000 149.275 100.00 0.000 0.000 L215.00-1.00 7.95 0.85 39 50.881 A 0.000 50.881 50.881 100.00 0.000 0.000 B 0.000 50.881. 100.00 0.000 0.000 C 1 0.000 1 50.881 100.00 1 0.000 1 0.000 Tower Pressure - With Ice GH=l.mo Section z KZ q. tz AG F AF AR At, Leg CAAA CAAA Elevation a % In Out c Face Face t tPsf in tZ a ft, ft, lz t1 fe L160.00-15.00 37.62 1.03 6 1.1652 158.014 A 0.000 158.014 158.014 100.00 0.000 0.000 B 0.000 158.014 100.00 0.000 0.000 C 0.000 158.014 100.00 0.000 0.000 L215.00-1.00 7.95 0.85 5 0.9974 53.600 A 0.000 53.600 53.600 100.00 0.000 0.000 B 0.000 53.600 100.00 0.000 0.000 C 0.000 53.600 100.00 0.000 0.000 Tower Pressure - Service Job Pd�e 36 of 59 �ITQWer Laurel Stone 5 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano GH=I.loo Section z Kz qz AG F AF AR Are, Leg CAA C.4AA Elevation a % In Out c Face Face t tPSf ft, a fit, fit, tz t, L160.00-15.00 37.62 1.03 8 149.275 A 0.000 149.275 149.275 100.00 0.000 0.000 B 0.000 149.275 100.00 0.000 0.000 C 0.000 149.275 100.00 0.000 0.000 L215.00-1.00 7.95 0.85 7 50.881 A 0.000 50.881 50.881 100.00 0.000 0.000 B 0.000 50.881100.00 0.000 0.000 C 0.000 50.881 100.00 0.000 1 0.000 Tower Forces - No Ice - Wind Normal To Face Section Add Self F e CF qz DF DR AE F IV Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft, lb l Ll 1166.4000 4737.4875 A 1 0.73 46 1 1 149.275 5563.4052 123.63 C 60.00-15.00 B 1 0.73 1 1 149.275 C 1 0.73 1 1 149.275 L215.00-1.00 362.8800 2265.8578 A 1 0.73 39 1 1 50.881 1583.7017 113.12 C B 1 0.73 1 1 50.881 C 1 0.73 1 1 50.881 Sum Weight: 1529.2800 7003.3453 OTM 1 214704.84 7147.1070 1 1 61b-ft Tower Forces - No Ice - Wind 45 To Face Section Add Sef F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c Psf t lb lb a ft, lb Plf Ll 1166.4000 4737.4875 A 1 0.73 46 1 1 149.275 5563.4052 123.63 C 60.00-15.00 B 1 0.73 1 1 149.275 C 1 0.73 1 1 149.275 L215.00-1.00 362.8800 2265.8578 A 1 0.73 39 1 1 50.881 1583.7017 113.12 C B 1 0.73 1 1 50.881 C 1 0.73 1 1 50.881 Sum Weight: 1529.2800 7003.3453 OTM 214704.84 7147.1070 6 lb-ft Tower Forces - No Ice - Wind 60 To Face Section Add Self F e CF qz DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft, lb DIf Job Pf"e 37 of 59 tTvwler Laurel Stone 6 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Section Add Self F e CF q= DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e fig lb 1 L1 1166.4000 4737.4875 A 1 0.73 46 1 1 149.275 5563.4052 123.63 C 60.00-15.00 B 1 0.73 1 1 149.275 C 1 0.73 1 1 149.275 L215.00-1.00 362.8800 2265.8578 A 1 0.73 39 1 1 50.881 1583.7017 113.12 C B 1 0.73 1 1 50.881 C 1 0.73 1 1 50.881 Sum Weight: 1529.2800 7003.3453 OTM 214704.84 7147.1070 6 lb-ft Tower Forces - No Ice -Wind 90 To Face Section Add Self F e CF q. DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a lb Pif LI 1166.4000 4737.4875 A 1 0.73 46 1 1 149.275 5563.4052 123.63 C 60.00-15.00 B 1 0.73 1 1 149.275 C 1 0.73 1 1 149.275 L215.00-1.00 362.8800 2265.8578 A 1 0.73 39 1 1 50.881 1583.7017 113.12 C B 1 0.73 1 1 50.881 C 1 0.73 1 1 50.881 Sum Weight: 1529.2800 7003.3453 OTM 214704.84 7147.1070 6 lb-ft Tower Forces - With Ice - Wind Normal To Face Section Add Self F e CF 9= DF DR AE F w CO. Elevation Weight Weight a Face c psf t lb lb a ft, lb Pif L1 1166.4000 7352.4448 A 1 1.2 6 1 1 158.014 1289.4527 28.65 C 60.00-15.00 B 1 1.2 1 1 158.014 C 1 1.2 1 1 158.014 L215.00-1.00 362.8800 3023.9572 A 1 1.2 5 1 1 53.209 362.6214 25.90 C B 1 1.2 1 1 53.209 C 1 1.2 1 1 53.209 Sum Weight: 1529.2800 10376.402 OTM 49732.167 1652.0741 0 lb-ft Tower Forces - With Ice - Wind 45 To Face Job P�Je 38 of 59 �`tt 'QW� Laurel Stone 7 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed b Phone:801-990-1775 Salient Architects s y FAX.-801-990-1776 ycanlposano Section Add Self F e CF q: DF DR AE F w CO. Elevation Weight Weight a Face c psf t lb lb a fit, lb PIC Ll 1166.4000 7352.4448 A 1 1.2 6 1 1 158.014 1289.4527 28.65 C 60.00-15.00 B 1 1.2 1 1 158.014 C 1 1.2 1 1 158.014 L215.00-1.00 362.8800 3023.9572 A 1 1.2 5 1 1 53.209 362.6214 25.90 C B 1 1.2 1 1 53.209 C 1 1.2 1 1 53.209 Sum Weight: 1529.2800 10376.402 OTM 49732.167 1652.0741 0 lb-ft Tower Forces - With Ice - Wind 60 To Face Section Add Self F e CF q, DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft, lb pir L1 1166.4000 7352.4448 A 1 1.2 6 1 1 158.014 1289.4527 28.65 C 60.00-15.00 B I 1.2 1 1 158.014 C 1 1.2 1 1 158.014 L215.00-1.00 362.8800 3023.9572 A 1 1.2 5 1 1 53.209 362.6214 25.90 C B 1 1.2 1 1 53.209 C 1 1.2 1 1 53.209 Sum Weight: 1529.2800 10376.402 OTM 49732.167 1652.0741 0 Ib-ft Tower Forces - With Ice - Wind 90 To Face Section Add Self F e CF q= DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft, lb ptr L1 1166.4000 7352.4448 A 1 1.2 6 1 1 158.014 1289.4527 28.65 C 60.00-15.00 B 1 1.2 1 1 158.014 C 1 1.2 1 1 158.014 L215.00-1.00 362.8800 3023.9572 A 1 1.2 5 1 1 53.209 362.6214 25.90 C B 1 1.2 1 1 53.209 C 1 1.2 1 1 53.209 Sum Weight: 1529.2800 10376.402 OTM 49732.167 1652.0741 0 6 Ib-ft Tower Forces - Service - Wind Normal To Face Job P*Je 39 of 59 MxTower Laurel Stone 8 of 23 Project Date Vector Structural Engineering, LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Section Add Self F e CF qz ' DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a fit, lb pir L1 1166.4000 4737.4875 A 1 0.73 8 1 1 149.275 954.7670 21.22 C 60.00-15.00 B 1 0.73 1 1 149.275 C 1 0.73 1 1 149.275 L215.00-1.00 362.8800 2265.8578 A 1 0.73 7 1 1 50.881 271.7879 19.41 C B 1 0.73 1 1 50.881 C 1 0.73 1 1 50.881 Sum Weight: 1529.2800 7003.3453 OTM 36846.694 1226.5548 Ib-ft Tower Forces Service - Wind 45 To Face Section Add Self F e CF q: DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lh e lb PY Ll 1166.4000 4737.4875 A 1 0.73 8 1 1 149.275 954.7670 21.22 C 60.00-15.00 B 1 0.73 1 1 149.275 C 1 0.73 1 1 149.275 L215.00-1.00 362.8800 2265.8578 A 1 0.73 7 1 1 50.881 271.7879 19.41 C B 1 0.73 1 1 50.881 C 1 0.73 1 1 50.881 Sum Weight: 1529.2800 7003.3453 OTM 36846.694 1226.5548 lb-ft Tower Forces - Service - Wind 60 To Face Section Add Self F e CF q: DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a tz lb Pif L1 1166.4000 4737.4875 A 1 0.73 8 1 1 149.275 954.7670 21.22 C 60.00-15.00 B 1 0.73 1 1 149.275 C 1 0.73 1 1 149.275 L215.00-1.00 362.8800 2265.8578 A 1 0.73 7 1 1 50.881 271.7879 19.41 C B 1 0.73 1 1 50.881 C 1 0.73 1 1 50.881 Sum Weight: 1529.2800 7003.3453 OTM 36846.694 1226.5548 lb-ft Tower Forces - Service - Wind 90 To Face fi/ixTower Job PM%e 40 of 59 jl Laurel Stone 9 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano Section Add Self F e CF q� DF DR AE F w Ctrl. Elevation Weight Weight a Face c psf t lb lb e 16 plf LI 1166.4000 4737.4875 A 1 0.73 8 1 1 149.275 954.7670 21.22 C 60.00-15.00 B 1 0.73 1 1 149.275 C 1 0.73 1 l 149.275 L215.00-1.00 362.8800 2265.8578 A 1 0.73 7 I 1 50.881 271.7879 19.41 C B 1 0.73 1 1 50.881 C 1 0.73 1 1 50.881 Sum Weight: 1529.2800 7003.3453 OTM 36846.694 1226.5548 lb-ft Force Totals Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments,M. Moments,M Ib Ib lb Ib-t lb-ft lb-ft Leg Weight 7003.3453 Bracing Weight 0.0000 Total Member Self-Weight 7003.3453 0.000 0.000 Total Weight 17896.5053 0.000 0.000 Wind 0 deg-No Ice 0.0000 -15056.1348 -.940557.987 0.000 0.000 Wind 30 deg-No Ice 7528.0674 -13038.9952 -814547.111 -470278.994 0.000 Wind 45 deg-No Ice 10646.2950 -10646.2950 -665074.931 -665074.931 0.000 Wind 60 deg-No Ice 13038.9952 -7528.0674 -470278.994 -814547.111 0.000 Wind 90 deg-No Ice 15056.1348 0.0000 0.000 -940557.987 0.000 Wind 120 deg-No Ice 13038.9952 7528.0674 470278.994 -814547.111 0.000 Wind 135 deg-No Ice 10646.2950 10646.2950 665074.931 -665074.931 0.000 Wind 150 deg-No Ice 7528.0674 13038.9952 814547.111 -470278.994 0.000 Wind 180 deg-No Ice 0.0000 15056.1348 940557.987 0.000 0.000 Wind 210 deg-No Ice -7528.0674 13038.9952 814547.111 470278.994 0.000 Wind 225 deg-No Ice -10646.2950 10646.2950 665074.931 665074.931 0.000 Wind 240 deg-No Ice -13038.9952 7528.0674 470278.994 814547.111 0.000 Wind 270 deg-No Ice -15056.1348 0.0000 0.000 940557.987 0.000 Wind 300 deg-No Ice -13038.9952 -7528.0674 -470278.994 814547.111 0.000 Wind 315 deg-No Ice -10646.2950 -10646.2950 -665074.931 665074.931 0.000 Wind 330 deg-No Ice -7528.0674 -13038.9952 -814547.111 470278.994 0.000 Member Ice 3373.0567 Total Weight Ice 25676.7492 0.000 0.000 Wind 0 deg-Ice 0.0000 -3814.6584 -245264.081 0.000 0.000 Wind 30 deg-Ice 1907.3292 -3303.5911 -212404.924 -122632.040 0.000 Wind 45 deg-Ice 2697.3708 -2697.3708 -173427.895 -173427.895 0.000 Wind 60 deg-Ice 3303.5911 -1907.3292 -122632.040 -212404.924 0.000 Wind 90 deg-Ice 3814.6584 0.0000 0.000 -245264.081 0.000 Wind 120 deg-Ice 3303.5911 1907.3292 122632.040 -212404.924 0.000 Wind 135 deg-Ice 2697.3708 2697.3708 173427.895 -173427.895 0.000 Wind 150 deg-Ice 1907.3292 3303.5911 212404.924 -122632.040 0.000 Wind 180 deg-Ice 0.0000 3814.6584 245264.081 0.000 0.000 Wind 210 deg-Ice -1907.3292 3303.5911 212404.924 122632.040 0.000 Wind 225 deg-Ice -2697.3708 2697.3708 173427.895 173427.895 0.000 Wind 240 deg-Ice -3303.5911 1907.3292 122632.040 212404.924 0.000 Wind 270 deg-Ice -3814.6584 0.0000 0.000 245264.081 0.000 Wind 300 deg-Ice -3303.5911 -1907.3292 -122632.040 212404.924 0.000 Wind 315 deg-Ice -2697.3708 -2697.3708 -173427.895 173427.895 0.000 Wind 330 deg-Ice -1907.3292 -3303.5911 -212404.924 122632.040 0.000 Total Weight 17896.5053 0.000 0.000 Job P�Je 41 of 59 Z3ZaCT0�VY Laurel Stone 10 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste. 101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 Ycam Posano Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments,M Moments,M lb Ib lb lb-ft lb-ft lb-ft Wind 0 deg-Service 0.0000 -2583.8671 -161414.395 0.000 0.000 Wind 30 deg-Service 1291.9336 -2237.6946 -139788.967 -80707.198 0.000 Wind 45 deg-Service 1827.0700 -1827.0700 -114137.213 -114137.213 0.000 Wind 60 deg-Service 2237.6946 -1291.9336 -80707.198 -139788.967 0.000 Wind 90 deg-Service 2583.8671 0.0000 0.000 -161414.395 0.000 Wind 120 deg-Service 2237.6946 1291.9336 80707.198 -139788.967 0.000 Wind 135 deg-Service 1827.0700 1827.0700 114137.213 -114137.213 0.000 Wind 150 deg-Service 1291.9336 2237.6946 139788.967 -80707.198 0.000 Wind 180 deg-Service 0.0000 2583.8671 161414.395 0.000 0.000 Wind 210 deg-Service -1291.9336 2237.6946 139788.967 80707.198 0.000 Wind 225 deg-Service -1827.0700 1827.0700 114137.213 114137.213 0.000 Wind 240 deg-Service -2237.6946 1291.9336 80707.198 .139788.967 0.000 Wind 270 deg-Service -2583.8671 0.0000 0.000 161414.395 0.000 Wind 300 deg-Service -2237.6946 -1291.9336 -80707.198 139788.967 0.000 Wind 315 deg-Service -1827.0700 -1827.0700 -114137.213 114137.213 0.000 Wind 330 de -Service -1291.9336 -2237.6946 -139788.967 80707.198 0.000 Load Combinations Comb. Description No. I Dead Only 2 1.2 Dead+1.0 Wind 0 deg-No Ice 3 0.9 Dead+1.0 Wind 0 deg-No Ice 4 1.2 Dead+1.0 Wind 30 deg-No Ice 5 0.9 Dead+1.0 Wind 30 deg-No Ice 6 1.2 Dead+1.0 Wind 45 deg-No Ice 7 0.9 Dead+1.0 Wind 45 deg-No Ice 8 1.2 Dead+1.0 Wind 60 deg-No Ice 9 0.9 Dead+1.0 Wind 60 deg-No Ice 10 1.2 Dead+1.0 Wind 90 deg-No Ice 11 0.9 Dead+1.0 Wind 90 deg-No Ice 12 1.2 Dead+1.0 Wind 120 deg-No Ice 13 0.9 Dead+1.0 Wind 120 deg-No Ice 14 1.2 Dead+1.0 Wind 135 deg-No Ice 15 0.9 Dead+1.0 Wind 135 deg-No Ice 16 1.2 Dead+1.0 Wind 150 deg-No Ice 17 0.9 Dead+1.0 Wind 150 deg-No Ice 18 1.2 Dead+1.0 Wind 180 deg-No Ice 19 0.9 Dead+1.0 Wind 180 deg-No Ice 20 1.2 Dead+1.0 Wind 210 deg-No Ice 21 0.9 Dead+1.0 Wind 210 deg-No Ice 22 1.2 Dead+1.0 Wind 225 deg-No Ice 23 0.9 Dead+1.0 Wind 225 deg-No Ice 24 1.2 Dead+1.0 Wind 240 deg-No Ice 25 0.9 Dead+1.0 Wind 240 deg-No Ice 26 1.2 Dead+1.0 Wind 270 deg-No Ice 27 0.9 Dead+1.0 Wind 270 deg-No Ice 28 1.2 Dead+1.0 Wind 300 deg-No Ice 29 0.9 Dead+1.0 Wind 300 deg-No Ice 30 1.2 Dead+1.0 Wind 315 deg-No Ice 31 0.9 Dead+1.0 Wind 315 deg-No Ice 32 1.2 Dead+1.0 Wind 330 deg-No Ice 33 0.9 Dead+1.0 Wind 330 deg-No Ice 34 1.2 Dead+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 4xTower Job P*fte 42 of 59 Laurel Stone 11 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects oSano FAX.-801-990-1776 yCam p Comb. Description No. 36 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 45 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 39 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 40 1.2 Dead+1.0 Wind 120 deg+1.0 Ice+1.0 Temp 41 1.2 Dead+1.0 Wind 135 deg+1.0 Ice+1.0 Temp 42 1.2 Dead+l.0 Wind 150 deg+1.0 Ice+1.0 Temp 43 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 44 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 45 1.2 Dead+1.0 Wind 225 deg+1.0 Ice+1.0 Temp 46 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 47 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 48 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 49 1.2 Dead+1.0 Wind 315 deg+1.0 Ice+1.0 Temp 50 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 51 Dead+Wind 0 deg-Service 52 Dead+Wind 30 deg-Service 53 Dead+Wind 45 deg-Service 54 Dead+Wind 60 deg-Service 55 Dead+Wind 90 deg-Service 56 Dead+Wind 120 deg-Service 57 Dead+Wind 135 deg-Service 58 Dead+Wind 150 deg-Service 59 Dead+Wind 180 deg-Service 60 Dead+Wind 210 deg-Service 61 Dead+Wind 225 deg-Service 62 Dead+Wind 240 deg-Service 63 Dead+Wind 270 deg-Service 64 Dead+Wind 300 deg-Service 65 Dead+Wind 315 deg-Service 66 Dead+Wind 330 deg-Service Maximum Member Forces Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. Ib lb ft lb-ft LI 60- 15 Pole Max Tension 1 0.0000 0.000 0.000 Max.Compression 34 -24033.551 0.000 0.000 2 Max.Mx 10 -17228.829 -673611.12 0.000 2 4 Max.My 2 -17228.829 0.000 673611.124 2 Max.Vy 10 12924.6446 -673611.12 0.000 4 Max.Vx 2 -12924.644 0.000 673611.124 6 Max.Torque 4 -0.000 L2 15-1 Pole Max Tension 1 0.0000 0.000 0.000 Max.Compression 34 -29571.744 0.000 0.000 5 Max.Mx 10 -21471.241 -951635.14 0.000 9 9 Max.My 2 -21471.241 0.000 951635.149 9 Max.Vy 10 15062.5783 -951635.14 0.000 9 Max.Vx 2 -15062.578 0.000 951635.149 `nx L Domer Job Pn%e 43 of 59 Laurel Stone 12 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Section Elevation Component Condition Gov. Axial Major Axis Minor Axis No. ft Type Load Moment Moment Comb. lb lb-ft lb ft 3 Max.Torque 4 -0.001 Maximum Reactions Location Condition Gov. Vertical Horizontal,X Horizontal,Z Load lb Ib Ib Comb. Pole Max.Vert 34 29571.7445 0.0000 0.0000 Max.H, 27 16106.8543 15056.0881 0.0000 Max.H. 3 16106.8543 0.0000 15056.0881 Max,M, 2 951635.149 0.0000 15056.0705 Max.M. 10 951635.149 -15056.0705 0.0000 Max.Torsion 16 0.001 -7528.0355 -13038.9397 Min.Vert 11 16106.8543 -15056.0881 0.0000 Min.H, 11 16106.8543 -15056.0881 0.0000 Min.H, 19 16106.8543 0.0000 -15056.0881 Min.M, 18 -951635.149 0.0000 -15056.0705 Min.M, 26 -951635.149 15056.0705 0.0000 Min.Torsion 4 -0.001 -7528.0355 13038.9397 Tower Mast Reaction Summary Load Vertical Shear, Shear Overturning Overturning Torque Combination Moment,M Moment,M lb lb lb Ib-/1 lb ft lb ft Dead Only 17896.5053 0.0000 0.0000 0.000 0.000 0.000 1.2 Dead+1.0 Wind 0 deg-No 21475.8057 0.0000 -15056.0705 -951635.149 0.000 0.000 Ice 0.9 Dead+1.0 Wind 0 deg-No 16106.8543 0.0000 -15056.0881 -948823.988 0.000 0.000 Ice 1.2 Dead+1.0 Wind 30 deg-No 21475.8057 7528.0355 -13038.9397 -824140.221 -475817.587 0.001 Ice 0.9 Dead+1.0 Wind 30 deg-No 16106.8543 7528.0442 -13038.9549 -821705.683 -474412.004 0.000 Ice 1.2 Dead+1.0 Wind 45 deg-No 21475.8057 10646.2498 -10646.2498 -672907.678 -672907.678 0.000 Ice 0.9 Dead+1.0 Wind 45 deg-No 16106.8543 10646.2622 -10646.2622 -670919.885 -670919.885 0.000 Ice 1.2 Dead+1.0 Wind 60 deg-No 21475.8057 13038.9397 -7528.0355 -475817.587 -824140.221 -0.001 Ice 0.9 Dead+1.0 Wind 60 deg-No 16106.8543 13038.9549 -7528.0442 -474412.004 -821705.683 -0.000 Ice 1.2 Dead+1.0 Wind 90 deg-No 21475.8057 15056.0705 0.0000 0.000 -951635.149 0.000 Ice 0.9 Dead+1.0 Wind 90 deg-No 16106.8543 15056.0881 0.0000 0.000 -948823.988 0.000 Ice 1.2 Dead+1.0 Wind 120 deg- 21475.8057 13038.9397 7528.0355 475817.587 -824140.221 0.001 No Ice 0.9 Dead+1.0 Wind 120 deg- 16106.8543 13038.9549 7528.0442 474412.004 -821705.683 0.000 No Ice 1.2 Dead+1.0 Wind 135 deg- 21475.8057 10646.2498 10646.2498 672907.678 -672907.678 0.000 No Ice Job PJe 44 of 59 tnxTewer Laurel Stone 13 of 23 [sector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste. 101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Loadvertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M lb lb lb Ib-ft Ib-ft Ib-ft 0.9 Dead+1.0 Wind 135 deg- 16106.8543 10646.2622 10646.2622 670919.885 -670919.885 0.000 No Ice 1.2 Dead+1.0 Wind 150 deg- 21475.8057 7528.0355 13038.9397 824140.221 -475817.587 -0.001 No Ice 0.9 Dead+1.0 Wind 150 deg- 16106.8543 7528.0442 13038.9549 821705.683 -474412.004 -0.000 No Ice 1.2 Dead+1.0 Wind 180 deg- 21475.8057 0.0000 15056.0705 951635.149 0.000 0.000 No Ice 0.9 Dead+1.0 Wind 180 deg- 16106.8543 0.0000 15056.0881 948823.988 0.000 0.000 No Ice 1.2 Dead+1.0 Wind 210 deg- 21475.8057 -7528.0355 13038.9397 824140.221 475817.587 0.001 No Ice 0.9 Dead+1.0 Wind 210 deg- 16106.8543 -7528.0442 13038.9549 821705.683 474412.004 0.000 No Ice 1.2 Dead+1.0 Wind 225 deg- 21475.8057 -10646.2498 10646.2498 672907.678 672907.678 0.000 No Ice 0.9 Dead+1.0 Wind 225 deg- 16106.8543 -10646.2622 10646.2622 670919.885 670919.885 0.000 No Ice 1.2 Dead+1.0 Wind 240 deg- 21475.8057 -13038.9397 7528.0355 475817.587 824140.221 -0.001 No Ice 0.9 Dead+1.0 Wind 240 deg- 16106.8543 -13038.9549 7528.0442 474412.004 821705.683 -0.000 No Ice 1.2 Dead+1.0 Wind 270 deg- 21475.8057 -15056.0705 0.0000 0.000 951635.149 0.000 No Ice 0.9 Dead+1.0 Wind 270 deg- 16106.8543 -15056.0881 0.0000 0.000 948823.988 0.000 No Ice 1.2 Dead+1.0 Wind 300 deg- 21475.8057 -13038.9397 -7528.0355 -475817.587 824140.221 0.001 No Ice 0.9 Dead+1.0 Wind 300 deg- 16106.8543 -13038.9549 -7528.0442 -474412.004 821705.683 0.000 No lee 1.2 Dead+1.0 Wind 315 deg- 21475.8057 -10646.2498 -10646.2498 -672907.678 672907.678 0.000 No Ice 0.9 Dead+1.0 Wind 315 deg- 16106.8543 -10646.2622 -10646.2622 -670919.885 670919.885 0.000 No Ice 1.2 Dead+1.0 Wind 330 deg- 21475.8057 -7528.0355 -13038.9397 -824140.221 475817.587 -0.001 No Ice 0.9 Dead+1.0 Wind 330 deg- 16106.8543 -7528.0442 -13038.9549 -821705.683 474412.004 -0.000 No Ice 1.2 Dead+1.0 Ice+1.0 Temp 29571.7445 0.0000 0.0000 0.000 0.000 0.000 1.2 Dead+1.0 Wind 0 deg+1.0 29571.7440 0.0000 -3814.6632 -249342.724 0.000 0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 deg+1.0 29571.7440 1907.3316 -3303.5953 -215937.133 -124671.362 0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 45 deg+1.0 29571.7440 2697.3742 -2697.3742 -176311.931 -176311.931 0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 deg+1.0 29571.7440 3303.5953 -1907.3316 -124671.362 -215937.133 -0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 deg+1.0 29571.7440 3814.6632 0.0000 0.000 -249342.724 0.000 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 29571.7440 3303.5953 1907.3316 124671.362 -215937.133 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 135 29571.7440 2697.3742 2697.3742 176311.931 -176311.931 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 29571.7440 1907.3316 3303.5953 215937.133 -124671.362 -0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 29571.7440 0.0000 3814.6632 249342.724 0.000 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 29571.7440 -1907.3316 3303.5953 215937.133 124671.362 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 225 29571.7440 -2697.3742 2697.3742 176311.931 176311.931 0.000 deg+1.0 Ice+1.0 Temp Wx7'Ower Job PgRe 45 of 59 Laurel Stone 14 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M lb lb lb lb-ft lb-ft lb-ft 1.2 Dead+1.0 Wind 240 29571.7440 -3303.5953 1907.3316 124671.362 215937.133 -0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 29571.7440 -3814.6632 0.0000 0.000 249342.724 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 29571.7440 -3303.5953 -1907.3316 -124671.362 215937.133 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 315 29571.7440 -2697.3742 -2697.3742 -176311.931 176311.931 0.000 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 29571.7440 -1907.3316 -3303.5953 -215937.133 124671.362 -0.000 deg+1.0 Ice+1,0 Temp Dead+Wind 0 deg-Service 17896.5041 0.0000 -2583.7390 -162997.274 0.000 0.000 Dead+Wind 30 deg-Service 17896.5041 1291.8695 -2237.5836 -141159.780 -81498.638 0.000 Dead+Wind 45 deg-Service 17896.5041 1826.9793 -1826.9793 -115256.478 -115256.478 0.000 Dead+Wind 60 deg-Service 17896.5041 2237.5836 -1291.8695 -81498.638 -141159.780 -0.000 Dead+Wind 90 deg-Service 17896.5041 2583.7390 0.0000 0.000 -162997.274 0.000 Dead+Wind 120 deg-Service 17896.5041 2237.5836 1291.8695 81498.638 -141159.780 0.000 Dead+Wind 135 deg-Service 17896.5041 1826.9793 1826.9793 115256.478 -115256.478 0.000 Dead+Wind 150 deg-Service 17896.5041 1291.8695 2237.5836 141159.780 -81498.638 -0.000 Dead+Wind 180 deg-Service 17896.5041 0.0000 2583.7390 162997.274 0.000 0.000 Dead+Wind 210 deg-Service 17896.5041 -1291.8695 2237.5836 141159.780 81498.638 0.000 Dead+Wind 225 deg-Service 17896.5041 -1826.9793 1826.9793 115256.478 115256.478 0.000 Dead+Wind 240 deg-Service 17896.5041 -2237.5836 1291.8695 81498.638 141159.780 -0.000 Dead+Wind 270 deg-Service 17896.5041 -2583.7390 0.0000 0.000 162997.274 0.000 Dead+Wind 300 deg-Service 17896.5041 -2237.5836 -1291.8695 -81498.638 141159.780 0.000 Dead+Wind 315 deg-Service 17896.5041 -1826.9793 -1826.9793 -115256.478 115256.478 0.000 Dead+Wind 330 deg-Service 17896.5041 -1291.8695 -2237.5836 -141159.780 81498.638 -0.000 _C Solution Summary Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ %Error Comb. lb lb Ib lb lb lb 1 0.0000 -17896.5053 0.0000 0.0000 17896.5053 0.0000 0.000% 2 0.0000 -21475.8064 -15056.1348 0.0000 21475.8057 15056.0705 0.000% 3 0.0000 -16106.8548 -15056.1348 0.0000 16106.8543 15056.0881 0.000% 4 7528.0674 -21475.8064 -13038.9952 -7528.0355 21475.8057 13038.9397 0.000% 5 7528.0674 -16106.8548 -13038.9952 -7528.0442 16106.8543 13038.9549 0.000% 6 10646.2950 -21475.8064 -10646.2950 -10646.2498 21475.8057 10646.2498 0.000% 7 10646.2950 -16106.8548 -10646.2950 -10646.2622 16106.8543 10646.2622 0.000% 8 13038.9952 -21475.8064 -7528.0674 -13038.9397 21475.8057 7528.0355 0.000% 9 13038.9952 -16106.8548 -7528.0674 -13038.9549 16106.8543 7528.0442 0.000% 10 15056.1348 -21475.8064 0.0000 -15056.0705 21475.8057 0.0000 0.000% 11 15056.1348 -16106.8548 0.0000 -15056.0881 16106.8543 0.0000 0.000% 12 13038.9952 -21475.8064 7528.0674 -13038.9397 21475.8057 -7528.0355 0.000% 13 13038.9952 -16106.8548 7528.0674 -13038.9549 16106.8543 -7528.0442 0.000% 14 10646.2950 -21475.8064 10646.2950 -10646.2498 21475.8057 -10646.2498 0.000% 15 10646.2950 -161.06.8548 10646.2950 -10646.2622 16106.8543 -10646.2622 0.000% 16 7528.0674 -21475.8064 13038.9952 -7528.0355 21475.8057 -13038.9397 0.000% 17 7528.0674 -16106.8548 13038.9952 -7528.0442 16106.8543 -13038.9549 0.000% 18 0.0000 -21475.8064 15056.1348 0.0000 21475.8057 -15056.0705 0.000% 19 0.0000 -16106.8548 15056.1348 0.0000 16106.8543 -15056.0881 0.000% 20 -7528.0674 -21475.8064 13038.9952 7528.0355 21475.8057 -13038.9397 0.000% 21 -7528.0674 -16106.8548 13038.9952 7528.0442 16106.8543 -13038.9549 0.000% 22 -10646.2950 -21475.8064 10646.2950 10646.2498 21475.8057 -10646.2498 0.000% 23 -10646.2950 -16106.8548 10646.2950 10646.2622 16106.8543 -10646.2622 0.000% 24 -13038.9952 -21475.8064 7528.0674 13038.9397 21475.8057 -7528.0355 0.000% 25 -13038.9952 -16106.8548 7528.0674 13038.9549 16106.8543 -7528.0442 0.000% 26 -15056.1348 -21475.8064 0.0000 15056.0705 21475.8057 0.0000 0.000% MxTower Job Pie 46 of 59 Laurel Stone 15 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste. 101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.801-990-1776 ycamposano Sum of Applied Forces Sum of Reactions Load PX Py PZ PX Py PZ %Error Comb. lb lb lb lb lb lb 27 -15056.1348 -16106.8548 0.0000 15056.0881 16106.8543 0.0000 0.000% 28 -13038.9952 -21475.8064 -7528.0674 13038.9397 21475.8057 7528.0355 0.000% 29 -13038.9952 -16106.8548 -7528.0674 13038.9549 16106.8543 7528.0442 0.000% 30 -10646.2950 -21475.8064 -10646.2950 10646.2498 21475.8057 10646.2498 0.000% 31 -10646.2950 -16106.8548 -10646.2950 10646.2622 16106.8543 10646.2622 0.000% 32 -7528.0674 -21475.8064 -13038.9952 7528.0355 21475.8057 13038.9397 0.000% 33 -7528.0674 -16106.8548 -13038.9952 7528.0442 16106.8543 13038.9549 0.000% 34 0.0000 -29571.7445 0.0000 0.0000 29571.7445 0.0000 0.000% 35 0.0000 -29571.7445 -3814.6584 0.0000 29571.7440 3814.6632 0.000% 36 1907.3292 -29571.7445 -3303.5911 -1907.3316 29571.7440 3303.5953 0.000% 37 2697.3708 -29571.7445 -2697.3708 -2697.3742 29571.7440 2697.3742 0.000% 38 3303.5911 -29571.7445 -1907.3292 -3303.5953 29571.7440 1907.3316 0.000% 39 3814.6584 -29571.7445 0.0000 -3814.6632 29571.7440 0.0000 0.000% 40 3303.5911 -29571.7445 1907.3292 -3303.5953 29571.7440 -1907.3316 0.000% 41 2697.3708 -29571.7445 2697.3708 -2697.3742 29571.7440 -2697.3742 0.000% 42 1907.3292 -29571.7445 3303.5911 -1907.3316 29571.7440 -3303.5953 0.000% 43 0.0000 -29571.7445 3814.6584 0.0000 29571.7440 -3814.6632 0.000% 44 -1907.3292 -29571.7445 3303.5911 1907.3316 29571.7440 -3303.5953 0.000% 45 -2697.3708 -29571.7445 2697.3708 2697.3742 29571.7440 -2697.3742 0.000% 46 -3303.5911 -29571.7445 1907.3292 3303.5953 29571.7440 -1907.3316 0.000% 47 -3814.6584 -29571.7445 0.0000 3814.6632 29571.7440 0.0000 0.000% 48 -3303.5911 -29571.7445 -1907.3292 3303.5953 29571.7440 1907.3316 0.000% 49 -2697.3708 -29571.7445 -2697.3708 2697.3742 29571.7440 2697.3742 0.000% 50 -1907.3292 -29571.7445 -3303.5911 1907.3316 29571.7440 3303.5953 0.000% 51 0.0000 -17896.5053 -2583.8671 0.0000 17896.5041 2583.7390 0.001% 52 1291.9336 -17896.5053 -2237.6946 -1291.8695 17896.5041 2237.5836 0.001% 53 1827.0700 -17896.5053 -1827.0700 -1826.9793 17896.5041 1826.9793 0.001% 54 2237.6946 -17896.5053 -1291.9336 -2237.5836 17896.5041 1291.8695 0.001% 55 2583.8671 -17896.5053 0.0000 -2583.7390 17896.5041 0.0000 0.001% 56 2237.6946 -17896.5053 1291.9336 -2237.5836 17896.5041 -1291.8695 0.001% 57 1827.0700 -17896.5053 1827.0700 -1826.9793 17896.5041 -1826.9793 0.001% 58 1291.9336 -17896.5053 2237.6946 -1291.8695 17896.5041 -2237.5836 0.001% 59 0.0000 -17896.5053 2583.8671 0.0000 17896.5041 -2583.7390 0.001% 60 -1291.9336 -17896.5053 2237.6946 1291.8695 17896.5041 -2237.5836 0.001% 61 -1827.0700 -17896.5053 1827.0700 1826.9793 17896.5041 -1826.9793 0.001% 62 -2237.6946 -17896.5053 1291.9336 2237.5836 17896.5041 -1291.8695 0.001% 63 -2583.8671 -17896.5053 0.0000 2583.7390 17896.5041 0.0000 0.001% 64 -2237.6946 -17896.5053 -1291.9336 2237.5836 17896.5041 1291.8695 0.001% 65 -1827.0700 -17896.5053 -1827.0700 1826.9793 17896.5041 1826.9793 0.001% 66 -1291.9336 -17896.5053 -2237.6946 1291.8695 17896.5041 2237.5836 0.001% Non-Linear Convergence Results Load Converged? Number Displacement Force Combination of Cycles Tolerance Tolerance 1 Yes 6 0.00000001 0.00000001 2 Yes 7 0.00000001 0.00002317 3 Yes 7 0.00000001 0.00002236 4 Yes 7 0.00000001 0.00007451 5 Yes 7 0.00000001 0.00006370 6 Yes 7 0.00000001 0.00008489 7 Yes r 7 0.00000001 0.00007230 8 Yes 7 0.00000001 0.00007451 9 Yes 7 0.00000001 0.00006370 10 Yes 7 0.00000001 0.00002317 11 Yes 7 0.00000001 0.00002236 • Job PM%e 47 of 59 WxTOWer Laurel Stone 16 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano 12 Yes 7 0.00000001 0.00007451 13 Yes 7 0.00000001 0.00006370 14 Yes 7 0.00000001 0.00008489 15 Yes 7 0.00000001 0.00007230 16 Yes 7 0.00000001 0.00007451 17 Yes 7 0.00000001 0.00006370 18 Yes 7 0.00000001 0.00002317 19 Yes 7 0.00000001 0.00002236 20 Yes 7 0.00000001 0.00007451 21 Yes 7 0.00000001 0.00006370 22 Yes 7 0.00000001 0.00008489 23 Yes 7 0.00000001 0.00007230 24 Yes 7 0.00000001 0.00007451 25 Yes 7 0.00000001 0.00006370 26 Yes 7 0.00000001 0.00002317 27 Yes 7 0.00000001 0.00002236 28 Yes 7 0.00000001 0.00007451 29 Yes 7 0.00000001 0.00006370 30 Yes 7 0.00000001 0.00008489 31 Yes 7 0.00000001 0.00007230 32 Yes 7 0.00000001 0.00007451 33 Yes 7 0.00000001 0.00006370 34 Yes 6 0.00000001 0.00000001 35 Yes 7 0.00000001 0.00009109 36 Yes 7 0.00000001 0.00009211 37 Yes 7 0.00000001 0.00009245 38 Yes 7 0.00000001 0.00009211 39 Yes 7 0.00000001 0.00009109 40 Yes 7 0.00000001 0.00009211 41 Yes 7 0.00000001 0.00009245 42 Yes 7 0.00000001 0.00009211 43 Yes 7 0.00000001 0.00009109 44 Yes 7 0.00000001 0.00009211 45 Yes 7 0.00000001 0.00009245 46 Yes 7 0.00000001 0.00009211 47 Yes 7 0.00000001 0.00009109 48 Yes 7 0.00000001 0.00009211 49 Yes 7 0.00000001 0.00009245 50 Yes 7 0.00000001 0.00009211 51 Yes 6 0.00000001 0.00005662 52 Yes 6 0.00000001 0.00005564 53 Yes 6 0.00000001 0.00005531 54 Yes 6 0.00000001 0.00005564 55 Yes 6 0.00000001 0.00005662 56 Yes 6 0.00000001 0.00005564 57 Yes 6 0.00000001 0.00005531 58 Yes 6 0.00000001 0.00005564 59 Yes 6 0.00000001 0.00005662 60 Yes 6 0.00000001 0.00005564 61 Yes 6 0.00000001 0.00005531 62 Yes 6 0.00000001 0.00005564 63 Yes 6 0.00000001 0.00005662 64 Yes 6 0.00000001 0.00005564 65 Yes 6 0.00000001 0.00005531 66 Yes 6 0.00000001 0.00005564 Maximum Towner Deflections - Service Wind WxTo. wer Job Pie 48 of 59 Laurel Stone 17 of 23 [sector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects osano FAX.-801-990-1776 ycam p Section Elevation Horz. Gov. Tilt Ttivist No. Deflection Load ft in Comb. o ° L1 60-15 1.580 51 0.2342 0.0000 L2 20.83-1 0.209 51 0.0880 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Ttivist Radius of Load Curvature ft Comb. in o o /t 121.00 (2)Commander 220-3AN(20.7 ft x 51 1.580 0.2342 0.0000 75576 2.75"Dia.,24 lbs) 115.40 (2)Sinclair SD314-HF2P2SNM(9.5 51 1.580 0.2342 0.0000 75576 ft x 2.38"Dia,10.44 lbs) 110.70 (2)8'-0"T-arm EPA=4 ft^2(100 51 1.580 0.2342 0.0000 75576 lbs) 110.00 Top Plate 51 1.580 0.2342 0.0000 75576 105.00 (3)Generic Panel 100#(enclosed) 51 1.580 0.2342 0.0000 75576 100.00 Bulkhead 51 1.580 0.2342 0.0000 75576 95.00 (3)Generic Panel 1004(enclosed) 51 1.580 0.2342 0.0000 75576 90.00 Bulkhead 51 1.580 0.2342 0.0000 75576 85.50 (3)Commscope FVV-65B-R3 51 1.580 0.2342 0.0000 75576 81.50 (6)Diplexer 51 1.580 0.2342 0.0000 75576 80.00 Bulkhead 51 1.580 0.2342 0.0000 75576 75.00 (3)Generic Panel 1009(enclosed) 51 1.580 0.2342 0.0000 75576 70.00 Bulkhead 51 1.580 0.2342 0.0000 75576 65.00 (3)Generic Panel 100#(enclosed) 51 1.580 0.2342 0.0000 75576 60.00 Bottom Plate 51 1.580 0.2342 0.0000 75576 Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Tivist No. Deflection Load ft in Comb. o ° Ll 60-15 9.228 10 1.3672 0.0000 L2 20.83-1 1.221 10 0.5137 0.0000 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Ttivist Radius of Load Curvature ft Comb. in o o t 121.00 (2)Commander 220-3AN(20.7 ft x 10 9.228 1.3672 0.0000 12953 2.75"Dia.,24 lbs) 115.40 (2)Sinclair SD314-HF2P2SNM(9.5 10 9.228 1.3672 0.0000 12953 ft x 2.38"Dia,10.44 lbs) 110.70 (2)8'-0"T-arm EPA=4 ft^2(100 10 9.228 1.3672 0.0000 12953 lbs) 110.00 Top Plate 10 9.228 1.3672 0.0000 12953 105.00 (3)Generic Panel 100#(enclosed) 10 9.228 1.3672 0.0000 12953 100.00 Bulkhead 10 9.228 1.3672 0.0000 12953 l`I'xTOwer Job Pie 49 of 59 Laurel Stone 18 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed b Phone:801-990-1775 Salient Architects s Y FAX-801-990-1776 ycamposano Elevation Appurtenance Gov. Deflection Tilt Tivist Radius of Load Curvature ft Comb. in o oft 95.00 (3)Generic Panel 1009(enclosed) 10 9.228 1.3672 0.0000 12953 90.00 Bulkhead 10 9.228 1.3672 0.0000 12953 85.50 (3)Commscope FVV-65B-R3 10 9.228 1.3672 0.0000 12953 81.50 (6)Diplexer 10 9.228 1.3672 0.0000 12953 80;00 Bulkhead 10 9.228 1.3672 0.0000 12953 75.00 (3)Generic Panel 100#(enclosed) 10 9.228 1.3672 0.0000 12953 70.00 Bulkhead 10 9.228 1.3672 0.0000 12953 65.00 (3)Generic Panel 100#(enclosed) 10 9.228 1.3672 0.0000 12953 60.00 Bottom Plate 10 9.228 1.3672 0.0000 12953 Compression Checks Pole Design Data Section Elevation Size L L„ KI/r A P„ Ratio No. P„ ft ft ft in' lb Ib OP„ L1 60-57.9384 TP42.48x36x0.25 45.00 0.00 0.0 28.6032 -11344.9004 1673290.000 0.007 0 57.9384- 28.8388 -11649.9004 1687070.000 0.007 55.8768 0 55.8768- 29.0743 -11957.2998 1700850.000 0.007 53.8153 0 53.8153- 29.3099 -12267.2998 1714630.000 0.007 51.7537 0 51.7537- 29.5454 -12579.9004 1728410.000 0.007 49.6921 0 49.6921- 29.7810 -12895.0000 1742190.000 0.007 47.6305 0 47.6305- 30.0166 -13212.7002 1755970.000 0.008 45.5689 0 45.5689- 30.2521 -13532.9004 1769750.000 0.008 43.5074 0 43.5074- 30.4877 -13855.7002 1783530.000 0.008 41.4458 0 41.4458- 30.7233 -14181.2002 1797310.000 0.008 39.3842 0 39.3842- 30.9588 -14509.2002 1811090.000 0.008 37.3226 0 37.3226- 31.1944 -14839.9004 1824870.000 0.008 35.2611 0 35.261 l- 31.4300 -15173.2002 1838650.000 0.008 33.1995 0 33.1995- 31.6655 -15509.0996 1852430.000 0.008 31.1379 0 31.1379- 31.9011 -15847.7002 1866210.000 0.008 29.0763 0 29.0763- 32.1367 -16189.0000 1879990.000 0.009 27.0147 0 27.0147- 32.3722 -16532.9004 1893770.000 0.009 24.9532 0 24.9532- 32.6078 -16879.5000 1907560.000 0.009 22.8916 0 22.8916- 32.8433 -17228.8008 1921340.000 0.009 Job PM%e 50 of 59 �IZ��'D. 1V eY Laurel Stone 19 of 23 [sector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects osano FAX.-801-990-1776 ycaul p Section Elevation Size L L„ Kl/r A P„ �P„ Ratio No. P„ ft ft ft int lb lb �p 20.83 0 20.83-15 33.5095 -9595.5596 1960310.000 0.005 0 L2 20.83- 15 TP43.996x41.14050.25 19.83 0.00 0.0 33.1128 -9394.1396 1937100.000 0.005 0 15-13.9231 33.2358 -19181.9004 1944290.000 0.010 0 13.9231- 33.3589 -19368.5996 1951490.000 0.010 12.8462 0 12.8462- 33.4819 -19556.0996 1958690.000 0.010 11.7692 0 11.7692- 33.6050 -19744.3008 1965890.000 0.010 10.6923 0 10.6923- 33.7280 -19933.1992 1973090.000 0.010 9.61538 0 9.61538- 33.8511 -20122.9004 1980290.000 0.010 8.53846 0 8.53846- 33.9741 -20313.3008 1987490.000 0.010 7.46154 0 7.46154- 34.0972 -20504.5000 1994690.000 0.010 6.38462 0 6.38462- 34.2202 -20696.3008 2001880.000 0.010 5.30769 0 5.30769- 34.3433 -20889.0000 2009080.000 0.010 4.23077 0 4.23077- 34.4663 -21082.3008 2016280.000 0.010 3.15385 0 3.15385- 34.5894 -21276.4004 2023480.000 0.011 2.07692 0 2.07692-1 34.7125 -21471.1992 2030680.000 0.011 0 Pole Bending Design Data Section Elevation Size M,,.r OM,,,. Ratio M,,,, Wy Ratio No. M„x M y ft lb ft l6 ft Om", 16 ft lb ft �Mry L1 60-57.9384 TP42.48060.25 276341.667 1382416.667 0.200 0.000 1382416.667 0.000 57.9384- 293995.000 1400591.667 0.210 0.000 1400591.667 0.000 55.8768 55.8768- 312180.000 1418791.667 0.220 0.000 1418791.667 0.000 53.8153 53.8153- 330893.333 1437025.000 0.230 0.000 1437025.000 0.000 51.7537 51.7537- 350135.000 1455283.333 0.241 0.000 1455283.333 0.000 49.6921 49.6921- 369900.833 1473566.667 0.251 0.000 1473566.667 0.000 47.6305 47.6305- 390190.000 1491875.000 0.262 0.000 1491875.000 0.000 45.5689 45.5689- 411000.000 1510208.333 0.272 0.000 1510208.333 0.000 43.5074 43.5074- 432328.333 1528558.333 0.283 0.000 1528558.333 0.000 41.4458 41.4458- 454173.333 1546933.333 0.294 0.000 1546933.333 0.000 39.3842 Job PM%e 51 of 59 � � � Laurel Stone 20 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Section Elevation Size M- OM. Ratio M,j, OMIV Ratio No. M„. M,r ft lb ft lb ft Om- lb ft 16 ft Om", 39.3842- 476531.667 1565316.667 0.304 0.000 1565316.667 0.000 37.3226 37.3226- 499401.667 1583716.667 0.315 0.000 1583716.667 0.000 35.2611 35.2611- 522780.833 1602133.333 0.326 0.000 1602133.333 0.000 33.1995 33.1995- 546667.500 1620558.333 0.337 0.000 1620558.333 0.000 31.1379 31.1379- 571057.500 1638983.333 0.348 0.000 1638983.333 0.000 29.0763 29.0763- 595950.000 1657425.000 0.360 0.000 1657425.000 0.000 27.0147 27.0147- 621341.667 1675866.667 0.371 0.000 1675866.667 0.000 24.9532 24.9532- 647229.167 1694316.667 0.382 0.000 1694316.667 0.000 22.8916 22.8916- 673610.833 1712766.667 0.393 0.000 1712766.667 0.000 20.83 20.83-15 382422.500 1764925.000 0.217 0.000 1764925.000 0.000 L2 20.83-15 TP43.996x41.14050.25 368535.833 1733858.333 0.213 0.000 1733858.333 0.000 15-13.9231 765681.667 1743500.000 0.439 0.000 1743500.000 0.000 13.9231- 780522.500 1753133.333 0.445 0.000 1753133.333 0.000 12.8462 12.8462- 795481.667 1762766.667 0.451 0.000 1762766.667 0.000 11.7692 11.7692- 810560.000 1772391.667 0.457 0.000 1772391.667 0.000 10.6923 10.6923- 825757.500 1782025.000 0.463 0.000 1782025.000 0.000 9.61538 9.61538- 841075.000 1791650.000 0.469 0.000 1791650.000 0.000 8.53846 8.53846- 856508.333 1801275.000 0.476 0.000 1801275.000 0.000 7.46154 7.46154- 872066.667 1810891.667 0.482 0.000 1810891.667 0.000 6.38462 6.38462- 887741.667 1820508.333 0.488 0.000 1820508.333 0.000 5.30769 5.30769- 903533.333 1830125.000 0.494 0.000 1830125.000 0.000 4.23077 4.23077- 919450.000 1839733.333 0.500 0.000 1839733.333 0.000 3.15385 3.15385- 935483.333 1849341.667 0.506 0.000 1849341.667 0.000 2.07692 2.07692-1 951633.333 1858950.000 0.512 0.000 1858950.000 0.000 Pole Shear Design Data Section Elevation Size Actual rpV, Ratio Actual T„ Ratio No. V. V T„ T ft lb lb 0V, 16 ft lb ft r T L l 60-57.9384 TP42.48x36x0.25 8437.8398 501986.0000 0.017 0.000 1584675.000 0.000 57.9384- 8696.2002 506120.0000 0.017 0.000 1610883.333 0.000 55.8768 55.8768- 8953.5996 510254.0000 0.018 0.000 1637300.000 0.000 53.8153 53.8153- 9210.0303 514388.0000 0.018 0.000 1663941.667 0.000 Job PJe 52 of 59 WxTv1�er Laurel Stone 21 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste. 101 Draper,UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Section Elevation Size Actual V„ Ratio Actual T„ Ratio No. l u V. T. T. ft lb lb 0 VII lb ft 16 ft OT, 51.7537 51.7537- 9465.4600 518523.0000 0.018 0.000 1690800.000 0.000 49.6921 49.6921- 9719.8604 522657.0000 0.019 0.000 1717866.667 0.000 47.6305 47.6305- 9973.2305 526791.0000 0.019 0.000 1745150.000 0.000 45.5689 45.5689- 10225.500 530925.0000 0.019 0.000 1772650.000 0.000 43.5074 0 43.5074- 10476.700 535059.0000 0.020 0.000 1800358.333 0.000 41.4458 2 41.4458- 10726.900 539193.0000 0.020 0.000 1828291.667 0.000 39.3842 4 39.3842- 10975.799 543328.0000 0.020 0.000 1856433.333 0.000 37.3226 8 37.3226- 11223.700 547462.0000 0.021 0.000 1884791.667 0.000 35.2611 2 35.2611- 11470.299 551596.0000 0.021 0.000 1913366.667 0.000 33.1995 8 33.1995- 11715.799 555730.0000 0.021 0.000 1942150.000 0.000 31.1379 8 31.1379- 11960.099 559864.0000 0.021 0.000 1971158.333 0.000 29.0763 6 29.0763- 12203.099 563998.0000 0.022 0.000 2000375.000 0.000 27.0147 6 27.0147- 12444.900 568132.0000 0.022 0.000 2029808.333 0.000 24.9532 4 24.9532- 12685.500 572267.0000 0.022 0.000 2059458.333 0.000 22.8916 0 22.8916- 12924.700 576401.0000 0.022 0.000 2089316.667 0.000 20.83 2 20.83-15 7112.5801 588092.0000 0.012 0.000 2174933.333 0.000 L2 20.83-15 TP43.996x41.1405x0.25 6517.1802 581129.0000 0.011 0.000 2123741.667 0.000 15-13.9231 13731.400 583288.0000 0.024 0.000 2139550.000 0.000 4 13.9231- 13841.500 585448.0000 0.024 0.000 2155425.000 0.000 12.8462 0 12.8462- 13951.799 587608.0000 0.024 0.000 2171358.333 0.000 11.7692 8 11.7692- 14062.200 589767.0000 0.024 0.000 2187341.667 0.000 10.6923 2 10.6923- 14172.799 591927.0000 0.024 0.000 2203391.667 0.000 9.61538 8 9.61538- 14283.500 594086.0000 0.024 0.001 2219500.000 0.000 8.53846 0 8.53846- 14394.400 596246.0000 0.024 0.000 2235666.667 0.000 7.46154 4 7.46154- 14505.400 598406.0000 0.024 0.001 2251891.667 0.000 6.38462 4 6.38462- 14616.599 600565.0000 0.024 0.001 2268175.000 0.000 5.30769 6 5.30769- 14727.900 602725.0000 0.024 0.000 2284516.667 0.000 4.23077 4 4.23077- 14839.299 604884.0000 0.025 0.000 2300916.667 0.000 3.15385 8 3.15385- 14950.900 607044.0000 0.025 0.001 2317375.000 0.000 2.07692 4 2.07692-1 15062.599 609204.0000 0.025 0.001 2333891.667 0.000 6 * ® �� Job P4M%e 53 of 59 6 Laurel Stone 22 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M- M,,,, V T. Stress Stress f �P„ OM,,, OM,,,, �V„ oT Ratio Ratio L1 60-57.9384 0.007 0.200 0.000 0.017 0.000 0.207 1.000 4.8.2 V 57.9384- 0.007 0.210 0.000 0.017 0.000 0.217 1.000 4.8.2 55.8768 V 55.8768- 0.007 0.220 0.000 0.018 0.000 0.227 1.000 4.8.2 53.8153 V 53.8153- 0.007 0.230 0.000 0.018 0.000 0.238 1.000 4.8.2 51.7537 6/ 51.7537- 0.007 0.241 0.000 0.018 0.000 0.248 1.000 4.8.2 49.6921 6/ 49.6921- 0.007 0.251 0.000 0.019 0.000 0.259 1.000 4.8.2 47.6305 6/ 47.6305- 0.008 0.262 0.000 0.019 0.000 0.269 1.000 4.8.2 1� 45.5689 V 45.5689- 0.008 0.272 0.000 0.019 0.000 0.280 1.000 4 8 2 43.5074 V - 43.5074- 0.008 0.283 0.000 0.020 0.000 0.291 1.000 4.8.2 Y 41.4458 V 41.4458- 0.008 0.294 0.000 0.020 0.000 0.302 1.000 4.8.2 1� 39.3842 6/ 39.3842- 0.008 0.304 0.000 0.020 0.000 0.313 1.000 4 8 2 37.3226 V - 37.3226- 0.008 0.315 0.000 0.021 0.000 0.324 1.000 4.8.2 y 35.2611 V 35.2611- 0.008 0.326 0.000 0.021 0.000 0.335 1.000 4.8.2 33.1995 V 33.1995- 0.008 0.337 0.000 0.021 0.000 0.346 1.000 4.8.2 31.1379 V 31.1379- 0.008 0.348 0.000 0.021 0.000 0.357 1.000 4.8.2 29.0763 V 29.0763- 0.009 0.360 0.000 0.022 0.000 0.369 1.000 4.8.2 27.0147 V 27.0147- 0.009 0.371 0.000 0.022 0.000 0.380 1.000 4.8.2 4/ 24.9532 V 24.9532- 0.009 0.382 0.000 0.022 0.000 0.391 1.000 4.8.2 22.8916 V 22.8916- 0.009 0.393 0.000 0.022 0.000 0.403 1.000 4.8.2 20.83 V 20.83-15 0.005 0.217 0.000 0.012 0.000 0.222 1.000 4.8.2 6/ L2 20.83-15 0.005 0.213 0.000 0.011 0.000 0.218 1.000 4.8.2 M V 15-13.9231 0.010 0.439 0.000 0.024 0.000 0.450 1.000 4.8.2 V 13.9231- 0.010 0.445 0.000 0.024 0.000 0.456 1.000 4.8.2 Y 12.8462 WxTower Job PM%e 54 of 59 Laurel Stone 23 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste.101 Draper,UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ MI. M,y V T. Stress Stress f OPS, Ou.. OM_ oV oT„ Ratio Ratio 12.8462- 0.010 0.451 0.000 0.024 0.000 0.462 1.000 4.8.2 11.7692 V 11.7692- 0.010 0.457 0.000 0.024 0.000 0.468 1.000 4.8.2 10.6923 V 10.6923- 0.010 0.463 0.000 0.024 0.000 0.474 1.000 4.8.2 9.61538 V 9.61538- 0.010 0.469 0.000 0.024 0.000 0.480 1.000 4.8.2 N 8.53846 V 8.53846- 0.010 0.476 0.000 0.024 0.000 0.486 1.000 4.8.2 7.46154 V 7.46154- 0.010 0.482 0.000 0.024 0.000 0.492 1.000 4.8.2 6.38462 V 6.38462- 0.010 0.488 0.000 0.024 0.000 0.499 1.000 4.8.2 b� 5.30769 V 5.30769- 0.010 0.494 0.000 0.024 0.000 0.505 1.000 4.8.2 1� 4.23077 V 4.23077- 0.010 0.500 0.000 0.025 0.000 0.511 1.000 4.8.2 b� 3.15385 V 3.15385- 0.011 0.506 0.000 0.025 0.000 0.517 1.000 4.8.210 2.07692 V 2.07692-1 0.011 0.512 0.000 0.025 0.000 0.523 1.000 4.8.2 10 6/ Section Capacity Table Section Elevation Component Size Critical P oP"tt.". % Pass No. ./t Type Element Ib lb Capacity Fail Ll 60-15 Pole TP42.48060.25 1 -17228.8008 1921340.00 40.3 Pass 00 L2 15-1 Pole TP43.996x41.1405x0.25 2 -21471.1992 2030680.00 52.3 Pass 00 Summary Pole(L2) 52.3 Pass RATING= 52.3 Pass Program Version 8.1.1.0-6/3/2021 File:/NSEFILES.vector.local/Projects/2021 Projects/U4654 Salient Architects/U4654-001-211 NYNYCO2219A Laurel Stone (NY,SA)/ENG/BP/Laurel Stone BP.eri TIA-222-H - 137 mph/50 mph 1.0000 in Ice Exposure C Maximum Values Vx Vz Mx Mz Page 55 of 59 Global Mast Shear(lb) Global Mast Moment(Ib-ft) 0 5000 10000 15000 20000 0 500000 1e+006 60—OC I I 1 1 1 1 I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I 1 I I I i I I I I I I I I I 1 I I I I 1 I I I 1 1 I I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 1 I I 1 I I I I I I I 1 I I I I I I I I I I 1 I I 1 I I I I 1 I I I I I 1 I I 1 I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I 1 I I 1 1 I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I i I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 i I I I I I I I 1 I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I 1 I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I 1 I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I y I I I I I I I I I I I I I I I I I I I I I I 1 I 1 I I 1 I I I I I 1 I 1 I I I I I I I I 1 I I I I I I I W I I I 1 I I I I I I I 1 I I I I I 1 I I I I I I I I I I I I I i 1 I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I 1 I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I i I I I 1 I I I I I I I I I I I I I I I I 1 1 I 1 I I I I I I I I I I I I I I I I I I 1 I i I I I I I 1 I I I I 1 I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I 1 I I I I 1 I 1 I I I I I I I I I I I 15.00 _III_i_ I I I I 1 15.00 I I 1 I I I I I 1 1 I I I I I I 1 I I I I 1 I I I I i I I I I I I I I I I I I I 1 I 1 I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I i I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I 1 1 I I I I I I I I I I I I I I 1 I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I t I I I I I I I I I I 1 I I I I I I I I I I I I I I I I 1 I I i I I I 1 I I I I I I I I 1 I 1 I 1 I I I I I I 1 I I I i I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I f I I I I I I I I I I I I I I I I I 1 I I I I I I I I 1 I 1 I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 I 1 I I I I 1.6 1.00 0 5000 10000 15000 20000 0 500000 1e+006 Vector Structural Engineering,LLC. oh Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Protect U4654-009-21f Draper, UT 84020 client: Salient Architect Drawn by:ycamposana^PP'd: Vector Engineers Phone:801-990-1775 code: TIA-222-H Date:10/11/21 scale: NTS FAX:801-990-1776 Path: Dwg No.E-4 TIA-222-H -Service-60 mph Maximum Values Page 56 of 59 Deflection (in) Tilt(deg) Twist(deg) 0 0.5 1 1.5 2 0 0.05 0.1 0.15 0.2 0.25 0 0.05 0.1 rz9 099 I I I I I I I I I I I I I I I I I I I I I I II I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I l l l I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 , 1 1 I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIII IIII IIII IIII IIII I I I I I I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C ' ' ' ' I ' ' ' I I I I I I 1 1 IIII III I I I I I III IIII I I I I I I I I G > I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W I I I I I I I I I I I , I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I IIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .III I III I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 15.o _'-'_=- '-'-! F+++ III--I--I-I- f 11- +-I-1 I --1--+--I --I-- -- - I--+--I-- 15.00 - -- T—I—_ I , I i I I I I I I , I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I ' ' ' I I I I I I I I I I I I I I I I I I I I III I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I I I II IIII IIII IIII IIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I I I I I I I I I I I I I I t.o too 0 0.5 1 1.5 2 0 0.05 0.1 0.15 0.2 0.25 0 0.05 0.1 Vector Structural Engineering,LLC. eb:Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Project'U4654.001-211 Client:Salient Architect Drawn by: cam osanc App'd: Draper, UT 84020 v P Vector Engineers Phone:801-990-1775 code: TIA-222-H Date:10/11/21 scale: NTS FAX:801-990-1776 Path: Dwg No.E-5 Page 57 of 59 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION (2)Commander 220-3AN(20.7 It x 121 (3)Generic Panel 100#(enclosed) 95 2.75"Dia.,24 lbs) Bulkhead 90 (2)Sinclair SD314-HF2P2SNM(9.5 ft 115.4 (3)Generic Panel 100#(enclosed) 85 x 2.38"Dia,10.44 lbs) Bulkhead 80 (2)8'-0"T-arm EPA=4 ft^2(100 lbs) 110.7 Top Plate 110 (3)Generic Panel 100#(enclosed) 75 Bulkhead 70 (3)Generic Panel 100#(enclosed) 105 (3)Generic Panel 100#(enclosed) 65 Bulkhead 100 Bottom Plate 60 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A500-42 142 ksl 168 ksl TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 110.o ft 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 137 mph basic wind in accordance with the TIA-222-H Standard. 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category III. 1" o i? 7. Topographic Category 1 with Crest Height of 0.00 ft x D. 8. TOWER RATING:56.2% 100.0 ft v 0 n Q c� o n N N N � N a O 80.0 It ALL REACTIONS ARE FACTORED AXIAL 16210 Ib —t�� N SHEAR /' MOMENT R 2335 lbw_J 75773 Ib-ft cl a 50 mph WIND-1.0000 in ICE ORIGINAL TOWER AXIAL LOADING PER TIA-222-H 107531b SHEAR /t\ MOMENT 8542/b ,r J ` 285017 Ib-ft 60.0 fl u M REACTIONS-137 mph WIND d s N U) Vector Structural Engineering,LLC.lob:Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Project:04654.001.211 Client: Salient Architects Drawn by: cam osano App'd: Draper, UT 84020 Y P Vector Engineers Phone:801-990-1775 code: TIA-222-H Date:10/11/21 scale: NTS FAX:801-990-1776 Path: Dwg No.E-1 Page 58 of 59 DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION (2)Commander 220-3AN(20.7 ft x 121 Bulkhead 90 2.75"Dia.,24 lbs) (3)Generic Panel 100#(enclosed) 85 (2)Sinclair SD314-HF2P2SNM(9.5 ft 115.4 Bulkhead 80 x 2.38"Dia,10.44 lbs) (3)Generic Panel 100#(enclosed) 75 (2)8'-0"T-arm EPA=4 ft"2 It 00 lbs) 110.7 Bulkhead 70 Top Plate 110 (3)Generic Panel 100#(enclosed) 65 (3)Generic Panel 100#(enclosed) 105 Bottom Plate 60 Bulkhead 100 Coax in top section 60 (3)Generic Panel 100#(enclosed) 95 top legion pipe 60 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 165 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in Suffolk County,New York. 2. Tower designed for Exposure C to the TIA-222-H Standard. 3. Tower designed for a 137 mph basic wind in accordance with the TIA-222-H Standard. l 4. Tower is also designed for a 50 mph basic wind with 1.00 in ice.Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Risk Category III. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:52.3% I I 60.0 ft 0 0 o o N N W O < M O ci � � lV � V ALL REACTIONS J ARE FACTORED AXIAL 29302/b SHEAR \ MOMENT 381516 j \1T 2492671b-ft 15.o ft 50 mph WIND-1.0000 in ICE AXIAL ORIGINAL TOWER o m m 21206/6 LOADING PER TIA-222-H SHEAR MOMENT 150561bz. 1 951425 lb-ft 1.0 ft 0 REACTIONS-137 mph WIND 0 d t O p t C m E O i5 — J) J Z H N H m (7 Vector Structural Engineering,LLC. °b:Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Project:U4654-001-211 Draper, UT 84020 client' Salient Architects Drawn by:ycamposano App'd: Vector Engineers Phone:801-990-1775 Code: TIA-222-H Date:10/11/21 scale: NTS FAX:801-990-1776 Path: .._ .__,..._..._..__........_.._..._........_- ___... Dwg No.E-1 a C L'\T Page 59 of 59 Hazards by Location ' 6 — "— IVEVY LVIIC6V11 Search Informationyvve"sterly� Address: 7055 Main Rd, Mattituck, NY 11952, USA ; �- F ';__UA ` ,Bcidgeporrt ��. Coordinates: 40.9783465,-72.5463396 1ifOfdr`" „i.T,Nlonfauk' Elevation: 21 ft Riterheadf Timestamp: 2021-10-08T20:25:44.642Z South"erriptan; Hazard Type: Wind Loan-g=Island '.. O e'i - Map data©2021 Google ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year ___________________ 76 mph MRI 10-Year _______________ 79 mph ASCE 7-05 Wind Speed _ A 120 mph MRI 25-Year _________ _________ 87 mph MRI 25-Year ---------------- 89 mph You are in a wind-borne debris region. MRI 50-Year ___________________ 98 mph MRI 50-Year ---------------- 99 mph MRI 100-Year ________________ 105 mph MRI 100-Year _____________ 109 mph Risk Category I _______________ 119 mph Risk Category I ----------- 124 mph Risk Category II ______________ 128 mph Risk Category II _______ A 135 mph You are in a wind-borne debris region Risk Category III __________ ® 137 mph if you are also within 1 mile of the If the structure under consideration is a coastal mean high water line. healthcare facility and you are also within 1 mile of the coastal mean high water line, Risk Category III-IV ___ A 145 mph you are in a wind-borne debris region.If other occupancy,use the Risk Category II If the structure under consideration is basic wind speed contours to determine if a healthcare facility and you are also you are in a wind-borne debris region. within 1 mile of the coastal mean high water line,you are in a wind-borne debris region. If other occupancy,use Risk Category IV _________ A 142 mph the Risk Category II basic wind speed You are in a wind-borne debris region. contours to determine if you are in a wind-borne debris region. The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7,islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area—in some cases,this website will extrapolate past the last wind speed contour and therefore,provide a wind speed that is slightly higher.NOTE: For queries near wind-borne debris region boundaries,the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne • SCOPE OF WORK SITE INFORMATION PROJECT DIRECTORY • p THIS IS NOT AN ALL INCLUSIVE UST.CONTRACTOR SHALL LMUZE SPECIFIED EQUIPMENT PART OR ENGINEER PROPERTY OWNER: LAUREL STONE SUPPLY PLUS APPLICANT: DISH Wlreleee L.L.C. v APPROVED EQUIVALENT.CONTRACTOR SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. ADDRESS: 7033 WIN ROAD 3701 SOUTH SANTA FE DRIVE A THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: APR 2 8 L�22 TOWER SCOPE OF WORK: WTMIJCK, NY 11952 LITTLETON.CO 60120 l) • INSTALL.(3)PROPOSED PANEL ANTENNAS(1 PER SECTOR)W/STRAP MOUNTS wSly • INSTALL(8)PROPOSED DIPLEXERS (2 PER SECTOR) TOWER TYPE: CONCELAMEHT POLE • INSTAL PROPOSED JUMPERS W/CABLE CLAMPS TOWER OWNER: ELITE TOWERS,LP BUILDING DEPT GROUND SCOPE OF WORK: TOWER CO SITE 10: LAUREL STONE 67 N INDUSTRY COURT STE.J TOWN OF SOUTHOLD • INSTALL(1)PROPOSED STEEL PLATFORM DEER PARK,NEW YORK 11729 5701 SOUTH SANTA FE DRIVE • INSTALL(1)PROPOSED ICE BRIDGE LITTLETON, CO 80120 • INSTAL(1)PROPOSED PPC CABINET (531)242-0403 • INSTALL(1)PROPOSED EQUIPMENT CABINET • INSTALL(1)PROPOSED POWER CONDUIT COUNTY: SUFFOLK COUNTY SITE DESIGNER: SALIENT ARCHITECTS • INSTALL(1)PROPOSED TELCO CONDOR 323 N 10TH STREET,SUITE 400 wireless INSTALL(1)PROPOSED RRU. (FIBER BOX LATITUDE(HAD 63): 40'58'43,291•N LEWISBURG,PA 17637 • INSOLE(6)PROPOSED TRU• (2 PER SECTOR) TM IN (1)PROPOSED OVER VOLTAGE PROTECTION DEVICE(OVP) 40.978692 N (201)567-0032 • INSTALL(1)PROPOSED GPS UNIT LONGITUDE(NAD 83): 72'32'48.811•W • IN (1)PROPOSED SAFETY SWITCH(IF REOIUMED) 72342'4 W • INSTAL(1)PROPOSED FIBER NID (IF REQUIRED) DISH Wireless L.L.C.SITE ID: IN (1)PROPOSED METER SOCKET ZONING JURISDICTION: TOWN OF SOUTHOLD SITE ACQUISITION: VICTORIA BRENNAN • INSTAL(6)PROPOSED DIPLEXERS Salient NYNYCO2219A (516)537-2396 ZONING DISTRICT: ZONE 8-GENERAL BUSINESS CONSTRUCDON MANAGER: WILIER PASOUM40 ARCI"IITEIM 11C SITE PHOTO PARCEL NUMBER: BLOCK 6 LOT 35.4 WALTERPASQUINO.COM 325 N.101'STREET,SUITE 400 LEWISBURG,PA 17837 DIST 1000 SECTION 122 T:a"n sNT-"o32 F.ann 5N7-95S6 DISH Wireless L.L.C.SITE ADDRESS: RF ENGINEER: DISH OCCUPANCY GROUP: U (201) 644-0808 7055 MAIN ROAD CONSTRUCTION TYPE: II-13 R,~D MATTITUCK, NY 11952 POWER COMPANY: PSE&G LONG ISLAND �CJ NEW YORK CODE COMPLIANCE DIRECTIONS 028327 Q� ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF DIRECTIONS FROM DISH Wireless L.L.C. OFFICE/AIRPORT/DOWNTOWN: THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NOTHING IN THESE PIANS IS TO GET ON NY-27 E IN BROOKHAVEN FROM NY-454 E FOR 4.8 MILES BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: �r1ru TYPE LODE FOLLOW NY-27 E TO COUNTY RD 31/OLD RIVERHEAD RD IN EAST QUOGUE.TACE DOT 63N FROM NY-27 E BUILDING 2018 IBC FOR 21'9 MILES MECHANICAL 2018 IMC ELECTRICAL 2017 NEC TAKE CROSS RIVER DR TO NY-25 E/MAN RD IN LAUREL FTM 11.7 MILES MERGE ONTO COIBRY RA 31,TAKE SECOND EXIT ONTO QUOGUE RNERNEAD RD AND KEEP RICA TO CONTINUE Urt IS A VIOLATION OF UW FOR ANY PERSON. NLESS THEY ARE ACINIC UNDER THE DIRECAON ON CROSS RIVER DR.TURN RIGHT ONTO W-25 E/MAIN ROAD FOR 6 MILES, DESTINATION WILL BE ON LEFT. OF A UCENSED PROFESSIONAL ENGINEER, TO ATER TINS DOCUMENT. SHEET INDEX VICINITY MAP DRAWN BY CHECKED BY APPROVED BY. JER CWJ CW SHEET NO. SHEET TITLE RFOS REV AI: 20210610-V.0 T-1 TILE SHEET CONSTRUCTION LS1 SITE SURVEY DOCUMENTS A-1 OVERALL AND ENLARGED SITE PLAN a SUBMITTALS A-2 I ELEVATION, LIENW LAYOUT AND SCHEDULE . REV DATE DESCRIPTION A-3 EOUIPIAENf PPLATFORM ANNS D N-FRAME DETAILS r. .'• � �� A 7/Sl/'M1 ROAIWRr PER A-4 EOUIPMENT DETAILS ct - 0 x/13/2021 REV® rn1elENls A-5 EQUIPMENT DETAILS ^�-+.� /.y' c "/2=1 III Plot commms •' D 10/15/2021 111 PER 001MINIs .a. A-6 EQUIPMENT DETAILS _ _..,---.. ,..� .} - E 11/30/2021 R PER Olmomm E-1 ELECTRICAL/FIBER ROUTE PLAN AND NOTES 0 2/23/20u mum FOR PEwEr MING E-2 ELECTRICAL DETAILS •i('. yy, - UNDERGROUND SERVICE ALERT NEW YORK 811 SITE LOCATION `�11 A&E PROJECT NUMBER E-3 ELECTRICAL ONE-UNE, FAULT CALM&PANEL SCHEDULE -- UTILITY NOTIFICATION CENTER OF NEW YORK "` ` NYNYCO2219A (800)272-4480 Y `� ► G-1 GROUNDING PLANS AND NOTES WWW.NEWYORK-811.COMDISH Wireless G-2 GROUNDING DETAILS L G-3 GROUNDING DETAILS DAYS ���rNmR 1D PROJECT INFORMATION NYNYCO2219A RII RF CABLE COLOR CODE GENERAL NOTES 7055 MAIN ROAD MATTITUCK, NY 11952 CN-1 GENERA AND ABBREVIATIONS THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED GN-2 GENERAL NOTES FOR ROUTINE MAINTENANCE THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ONSHEET TITLE GN-3 GENERAL NOTES DRAINAGE. NO SANITARY SEWER SERVICE, POTABLE WATER.OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL GN-4 GENERAL NOTES SIGNAGE IS PROPOSED. \ `•d ^ TITLE SHEET 11"x17"PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED SHEET NUMBER - - CONTRACTOR SHALL VERIFY ALL PLANS,EXISTING DIMENSIONS,AND CONDITIONS ON THE JOB SITE,AND SMALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. NO SCALE OISH Wireless LLC. TEMPLATE VERSION 37 - 07/09/2021 NOTES NOTES 1 EXISTING 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. • A_2 CHAIN-LINK FENCE 2. ANTENNAS AND MOUNTS OMITTED FOR CURRY. 2. CONTRACTOR SHALL MAINTAIN A 10'-0'MINIMUM r SEPARATION BETWEEN THE PROPOSED GPS UNIT, EXISTING 12'WIDE TRANSMITTING ANTENNAS AND EXISTING GPS UNITS. CHAIN-LINK GATE 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. syr win t_----- ---- \ ---------- PROPOSED DISH 5701 SOUTH SANTA FE DRIVE Wireless L.L.C. 12'��, ♦ LITTLETON, CO 80120 � WIDE ICE BRIDGE SEE ENLARGEDEXIST SITE PLAN " `i `y MONOIPO CONCEALMENT s:a_ 1 1 1 Salient MCHITEM UC 325 N.10th STREET,SUITE 400 1 1 LEWISBURG,PA 17837 (,41)�66/d1P31 F.(-)56/-9556 EXISTING �71, PRO ICE BRIDGE TRANSFORMER 1 EXISTING CONCEALMENT --------------- o - __- MONOPOLE h�oP t SEE EQUIPMENT 1 i �(tG�� C,,[[- EXISTING ICE BRIDGE(TYP) `I'h LAYOUT(SHEEP A-3' 111 v x EXISTING UTILITY (H-FRAME) `� EXISTING AT&T CONCRETE \� O\C1 { ,- EQUIPMENT PAT WITH CABINETS AND GENERATOR J\ D2832� ,�pQ � N 4 2'6"0 1' 2� 3� 4' S' 6� 7' ENLARGED SITE PLAN 1 Z 3/8"=1'-0' R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER.THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: JER CWJ CW RFDS REV 111: 20210610-V.O CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION A 7/27/7021 PMNINAR Y B 8/13/7711 REVISED LER CDIEENIS O 8/10/7711 REVSED PER COWADUS J D 10/18/7021 FEVSED PER COMMENTS E 11/30/7021 TEASED PER 0014140M D 2I1D/2022 6.SVm FON PERIDf FY170 A&E PROJECT NUMBER NYNYCO2219A C 4.•£L DISH Wireless L.L.C. PROJECT INFORMATION i J1r NYNYCO2219A 0�2C 7055 MAIN ROAD 3 MATTITTTITUCK, NY 11952 SHEET TITLE OVERALL AND ENLARGED SITE PLAN N SHEET NUMBER OVERALL SITE PLAN 12- 8' 4' 0 10' 20' NOT USED 3 A-1 3/32'=1'-0' DISH Winless L.L.C.TEMPLATE VERSION 37-07/09/2021 t 0 NOTES 1.CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS • 2.ANTENNA AND MW DISH SPECIRGATIONS REFER TO v ANTENNA SCHEDULE.AND TO FINAL CONSTRUCTION RFDS FOR ALL RF DETAILS s h 3.EXISTING.EQUIPMENT AND FENCE OMT TED FOR CLARTTY. wh 5701 SOUTH SANTA FE DRIVE EXISTING 12.5" LITTLETON. CO 80120 DIAMETER MAST EXISTING WHIP FIRE DEPARTMENT ANIENNAAi 36'DIA, TOP EL.0 120'-6"AGL N PROPOSED DISH Kral— PROPOSED DISH Wlrelan LLC.ANTENNA(IYP.OF LLC.ANTENNA(EYP.OF (1)PER SECTOR,'(3) Al (1)PER SECTOR,(3) Sa EXISTING CONCEALMENT MONOPOLE TOTAL) 0)I TOP EL.0 110-0"AGL Salient S EXISTING MAST ~i ♦ EXISTING AT&T ANTENNAC3 ARCHT F8=11C RAD CENTER 0 105'-0"AGL ' EXISTING CANISTER ........... ATTACH MOUNTING 32S N.10th STREET,SUITE 400 BRACKET TO EXISTING LEWISBURG,PA 17837 PROPOSED DISHB1 INTERNAL ANTENNA Z T:ROt)56/ `I W. Wireless LLC.STRAP MOUNTING PIPE UTILIZING U< 9 MOUNT W STAINLESS STEEL EXISTING AT&T ANTENNAS STRAPS(EYP•) RAD CENTER'0 95'-0"AGL Cl _p (3)PROPOSED DISH Wireless LLC. c�,.(�• Rr,` ANTENNAS.1 PER SECTOR PROPOSED PROPOSED DISH Wireleu LLC,DIPLEXERS(EYP. c OF(2)PER SECTOR,(6) 3 PROPOSED 0191 WlrelAo LLC,AHTEINNAS U 1F n TOTAL)MOUNT RAD CENTER O 11 AGL PIPE ANTENNA RAD CENTER ® 85'-D' A.G.L. UTIIJZINc y,'STAINLESS I STRAPS I I q R 45 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACING UNDER THE DIRECION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: I I (12)PROPOSED DISH Wllelees I JER CWJ CW L.L.C.7/8'DIA COAX CABLES I ROUTED INSIDE POLE I N RFDS REV 1 20210610-V.0 I I 12"9'6'3"0 1' 2' 12" 6" 0 1- 2' 3' ANTENNA LAYOUT t"-1'-0" 2 ANTENNA MOUNTING 3 CONSTRUCTION I EXISTING MONOPOLE DOCUMENTS I SUBMITTALS ANTENNA TRANSMISSION CABLE REV DATE DESCRIPTION I SECTOR POSITION EXISTING OR MANUFACTURER-MODEL RAD FEED LINE TYPE A 7/27/2021 P1TEU~ PROPOSED DISH Wireless LLC. ICE BRIDGE I PROPOSED 'NUMBER TECHNOLOGY SIZE(i AZIMUTH CENTER AND LENGTH 8 e/13/2021 RLVS7D PER COrGMS PROPOSED DISH Wireless LLC. I ALPHA Al PROPOSED COMMSCOPE FW-858-R3 SC 71.97'%11.81' S0 65'-0' G e/20/2021 RLVISED PER COMMENTS EQUIPMENT ON PROPOSED I TWELVE AB D 10/15/2021 REV'®PDT COMMENTS STEEL PLATFORM I BETA B1 PROPOSED COMMSCOPE FW-BSB-R3 SG 71.97'X11.81' 170 BS'-0' CABLES LES fS (150'LONG) E 11/50/2021 REV®PER tDIBF1115 PROPOSED DISH GAMMA C1 PROPOSED COMMSCOPE FW-55B-R3 SG 71.91 290 11 0 2/23/2022 ISSUED FOR PERM?FILING Wireless LLC. GPS UNIT A&E PROJECT NUMBER I RRH I SECTOR POSITION MANUFACTURER NYNYCO2219A MANUFACNRER-MODEL TECHNOLOGY NUMBER 1. CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL RF I EXISTING ENTRY PORT DETAILS. DISH Wireless ATIO I H-FRAME FUJITSU-TA08025-8805 N71 PROJECT INFORMATION I ALPHA 2. ANTENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENT I H-FRAME FUJITSU-TA08025-8604 Ni AVAILABILITY.ALL EQUIPMENT CHANGES MUST BE APPROVED AND NYNYCO2219A I STRUUCTUR L ANALLYYSSCES.WITH THE PROPOSED DESIGN AND 7055 MAIN ROAD H-FRAME FUJITSU-TA08025-8605 N71 BETA MATTITUCK, NY 11952 1 H-FRAME FUJITSU-TM8025-8604 N70/NB6 H-FRAME FUJITSU-TAOB025-BB05 N71SHEET TITLE GAMMA ELEVATION, ANTENNA _.. _ ._ - r •• -- H-FRAME FUJITSU-TA08025-8604 N7G/N68 LAYOUT AND SCHEDULE - SHEET NUMBER PROPOSED NORTH ELEVATION e• 4' o B' 16' A-2 1/e"=1'-O• � ANTENNA SCHEDULE No SCALE 4 DISH Wireless LLC,TEMPLATE VERSION 37-07/09/2021 NOTES 1. CONTRACTOR TO BURY PLATFORM FEET WITH A MINIMUM OF 2' • OF FILL PER DOSING SITE SURFACE 2. WEED BARRIER FABRIC TO BE ADDED AT DISCRETION OF DISH v Wireless LLC.CONSTRUCTION MANAGER AT TIME OF v CONSTRUCTION.ONE SHEET 8'x8'INSTALLED UNDER ALL FOUR FEET OF THE PLATFORM(4 MIL BUCK PLASTIC) s h 3. EQUIPMENT CABINET OMITTED FOR CLARITY. wh RE5701 SOUTH SANTA FE DRIVE RESERVED SPACE FOR ER NLD,IF LITTLETON, CO 80120 REQUIRED RESERVED FOR FIBER GPS UNIT IND,IF REQUIRED GPS UNIT —— 20OAMP METER H-FTRAME 7'-0� H-FRAME SOCKET PROPOSED DISH Wireless L.L.C. PROPOSED DISH RIGID METAL Wireless LLC. 1'-0' 2' 1' 1'-2' 2'-B' CONDUIT TWIN DIPLIXERS(TYP.OF 6) ________ POWER r- O PROTECTIVE PROPOSED DISH Wireless LLC. __-_--___ CABINET Sa GENERATOR PLUGPROPOSED Salient PROPOSED DISH WlreWirelessLLC. DISH -- S CPS UNIT c -. . RRHreIess L (TYP OF 6) ARCHITE ILL PROPOSED PROPOSED DISH WfreABI L.L.C. \\ - II - II DISH (SLACKED) 325 LEWISBSTREET,SUITE 400 POWER PROTECTIVE CABINET _ - PROPOSED DISH I I o L CrePo LEWISBUR°,(201) 37 T:ROI)56]-0032 F.R01)-9 56 PROPOSED IXDISH Wheless LLC. - II IWlreI.LLC.CABINET. .,,,.,s,nmmooa.la.wm AME L__ __--___J ROPOSED DI SAFETY SWITCH.PACE Wireless L.L.C. -- - II I...I 'ol 4 I I RESEIRVED I SC', r SH PROPOSED DISH mmi— RESERVED FOR ADDITIONAL - LLC.TWIN DIPLIXERS in I SPACE I II ID --- - '�'(�• �,t� DISCONNECT IF REQUIRED. - - (TYP OF(8)STACKED) FOR III II .� j1 I_mn {j 9J 19r •rte PROPOSED DISH Wireless'LLC. -1�I - - __ _ I DISCONNECT 200AMP MEIER SOCKET I 10 Icy 11 m FL' ✓ ..� PROPOSED DISH Wireless L.L.C. -1 '. - o SWITCH. ( {. . TELCO FIBER ENCLOSURE I '- IF REQUIRED. . LLC.TTELCO'FIBERED DISH L � URE PROPOSED DISH Wirelsss L.L.C. II I ' RESERVED 02832 {'J� FIBER MID,.IF REQUIRED - - - n o e o . i SPACE FOR ) IXPANSION II I EQUIPMENT PLATFORM I� ADDITIONALPROPOSED DISH Wireless L.L.C. JOINT I II EQUIPMENT PLATFORM DISCONNECT- o - - -- -- -- �+ SAFETY SWITCH. ' 0000000 2'-5' 3' 1T-9' 3' 1'-8' eoS°o°o°0e ' PROPOSED DISH Wiolem L PROPOSED DISH WlrelNm n EILISS ROUNEAR L--S L--S R I5 A VlounoN of uw FOR ANY VERSON, LLC.TELCO BOX L.L.C.RRH(TYP OF(6) EQUIPMENT PLATFORM 4 MIL WEED BARRIER(1YP) UNI OF A uCCNsmACTING A'oFEssiori i QICINEERnDN STACKED) TO ALTER THIS DOCUMENT DO IXISTNG SUBGRADE DRAWN BY: CHECKED BY:APPROVED BY: 4 MIL WEED BARRIER(TYP) EQUIPMENT PLATFORM FOOTPAD(TYP) JER CWJ CW EQUIPMENT PLATFORM FOOTPAD(TYP) RFDS REV#: 20210610-V.0 CONSTRUCTION DOCUMENTS PLATFORM EQUIPMENT PLAN NO SCALE H-FRAME EQUIPMENT ELEVATION ND sQALE 2 SUBMITTALS REV DATE DESCRIPTION - COMMSCOPE MTC4045LP COMMSCOPE MTC4045HFLD OR DISH Wireless LLC. A 7/27/2021PRELWV r D e/10/20Z1 REVISED PER COMMENTS 5X7 PLATFORM PLAN H-FRAME APPRovED EQUNAIENT C e/w/2021 REVD PER m1MEMEx1s DIMENSIONS(HxWxD) 16'x84'x60' SIDE- 5' LENGTH BAR UNISTRUT/SUPPORT RAILS QTY 5 SO' D '10/15/2021 REVISED PER COMMENTS GRATING ' ' E 11/00/2021 REVISED PER COMMENTS TOTAL WEIGHT 423 LBS _ _ _ _- . •-.- WEIGHT 59.74 lbs 50' 0 2/23/2022 ISSUED FOR PERMIT FILING NOTE,GC TO PROVIDE EXTENDED _ ___ 1 [ -____ tr _ EQUIPMENT I EQUIPMENT PIPE CAP THREAD•FOR PLATFORM IF -_ _ 1 PF S ) FOOTTFP'O PLATFORM A&E PROJECT NUMBER REQUIRED HEIGHT EXCEIDS 17' I T- -�- - I - - - 1- (TYP) WELOMENT PIPE NYNYCO2219A BAR GRATING 12' cm DISH Wireless L.L.C. I PROJECT INFORMATION CHANNEL(TP) t - _ --- SIDE- T LENGTH BAR SUPPORT RAIL m NYNYCO2219A _ _ -- _- ---- -- - GRATING o 7055 MAIN ROAD MATTITUCK, NY 11952 , GALV.U-BOLTS to -- - - - EQUIPMENT SHEET TITLE PLATFORM FOOTPAD EQUIPMENT PLATFORM AND (TYP) H-FRAME DETAILS � 12' 7'-0' BASE PLATE SHEET NUMBER CInF t>3�r¢ A-3 PLATFORM DETAIL NO.SCALE 3 H-FRAME DETAIL NO SCALE 4 DISH Wireless L.L.C.TEMPLATE VERSION 37-07/09/2021 - - ENERSYS HEX CABINET CHARLES CFIT—PF202ODSH1 EATON METER SOCKET 2000005996 FIBER TELCO ENCLOSURE UNRRS213BEUSE METER SOCKET TYPE RING DIMENSIONS(HxWxD): 73'.30'x32' \ ENCLOSURE DIMS(HxWxD) 20'x200x9' r WEIGHT EMPTY: 378 the I ENCLOSURE WE1GM 20 lbs - ENCLOSURE DIM(HxWxD) 16'0204' O7 do sh v HEATER BMWPRA MOUNTING WALL AWN AMPERE RATING 200A P� POWER SYSTEM —48V ALPHA/600A COMPLIANCE TYPE 4 WE1GHf 18 LBS wh \J FRONT 5701 SOUTH SANTA FE DRIVE o O O O LITTLETON. CO 80120 1 O0 Sa Li ° o ® o Salient ARCHITEM 111C FbCK NL SIDE SIDE $AOK FB4HI SDE F1AOK �� 321 LN.E 111th ,1787E 400 FRO LEWISBURG,G,-17837 17837 P.891)56]- V F.Rol)561-9556 CABINET DETAIL NO SCA1E FIBER TELCO ENCLOSURE DETAIL No SCALE `1 METER SOCKET DETAIL NO SCALE SQUARE D SAFETY SWITCHES ZAYO 5RU (LEFT SWING DOOR) CHARLES INDUSTRY ME �41~D D224NRB FIBER NID ENCLOSURE Q Qo CUBE—SS4B228LX1 � a.�yy'Sr� ENCLOSURE DIM(HxW.D) 29.25'.19.00'x8.50' DIMENSIONS(HxWxD) 36.1.29'02.9' OO OO HEIGHT 84.59' U ENCLOSURE TYPE NEMA 311 RAINPROOF I4E WEIGHT 85[be Qp O Op YAM 32• , UL LISTED FILE E-2875 134 DEPTH 44.85' TOTAL WEIGHT(EMPTY) -- L— D2832� �OQ e v o o e o 0 0 o FRONT SIDE 0 • o ZO0 0 O R IS A VEY ME OF RAW FOR ANY PERSON. UNLESS THEY ARE ACRO UNDER TEE DIRECTION O OF A UTO&T PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. . O DRAWN BY: CHECKED BY:APPROVED El _OO OO Fp JER CWJ CW RFDS REV#: 20210610—V.0 sm FRONT O O ° CONSTRUCTION sIDE FRONT BACK ° DOCUMENTS SAFETY SWITCH DETAIL NO SCALE 4 FIBER NID ENCLOSURE DETAIL No SCALE rj EQUIPMENT CABINET DETAIL No SCALE 6 SUBMITTALS REV DATE I DESCRIPTION A 7/27/2021 1 FfmBM RE PEA ewlf B a/13/2021 S D COIDH)RS C 0/20/2021 REVISE)PER COM1171I5 D 10/15/2021 REVISED RRA COIYENIS E 11/30/2021 REVISED PER C01�&MS 0 2/23/2022 SATED FOR POUT MUNG A&E PROJECT NUMBER NYNYCO2219A DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-4 NOT USED NO SCALE ] NOT USED NO SCALE $ NOT USED NO SCALE 9 DISH Wbeleee L.L.C.TEMPLATE VERSION 37—07/09/2021 COMMSCOPE WB—K110—B INCLUDED WB-T12-3 TRAPEZE KR, PRODUCTS: 3 RUNGS FLEXIBLE RIGID WAVEGUIDE BRIDGE KIT PROPOSED INNER EMT DIMENSIONS(Hxu WB—LB12-3 SUPPORT BRACKET ICE BRIDGE 160'x10' v MF-130 DIRECT BURIAL PIPE FINISH SLOPE WEIGHT/VOLUME 325.0 LBS COLUMN,13'-4' TO DRAIN HYBRID CABLED E DIA CABLE RUN(OTY) 12. "t (OPTION'A7, 11 NDUIT SUPPORT d.sh I I BRACKET AND BANDING PROPOSEDHYBRID LE DIA O 10'-0'O.C. SUPPORT BRACKET A—A A—A _ . _ ( (OPTION'B7 WB—LB12-3) TRAPEZE KR 5701 SOUTH SANTA FE DRIVE (WB—T12-3) m LITTLETON, CO 80120 i PROPOSED 3.5'D0. 3'DN SCH 40 PIPE _I SUPPORT BRACKET SCH 40 PIPE �I PROPOSED (WB—LB12-3) GALVANIZ io CABLE CLAMP TRAPEZE KR 18'DIA DRILLED ED O 3'-0'O.O. (WB—T12-3) PROPOSED V-6' PIER FOUNDATION DVL CONCRETE EXISTING P1Q1 MV) MONOPOLE A—A SECTION 3.5'DIA GAL SCH S-a 40 PIPE(SPACED ■ S,—O, .3.5'DIA GALV SCH 40 - PIPE(SPACED 9'-0' Salient (MF-130) MAX)(MF-130) pp/��F �i���+ CONCRETE PIER I'Yq.HITE its MC ELM FRONT a E 325 N.1Dth STREET;SUITE 400 LENRSBURG,PA 17837 T:ROI)562-0032 F.(201)SU-9556 ICEBRIDGE DETAIL NO SCALE TYPICAL ICE BRIDGE CONCRETE PIER DETAIL NO SCALE 2 HYBRID CABLE RUN No scALE 3 PCTEL 1.75'� 5 j GPSGL-TMG—SP1.600 sJ. I-40NCB )y MINIMUM OF 7577 OR �? DIMENSIONS(DWTH)MM/INCH B1x184mm O' 270'IN ANY DIRECTION UJ 3.2x7.25' >� U � WEIGHT W/ACCESSORIES 075 Ibn GPS `)G' CONNECTOR N—FEMALE FREQUENCY RANGE 1590 f 3OMHz IN4 CU12PSM6P4XXX CU12PSM9P6X70( GPS UNIT OBSTRUCTIONS MUST (4 AWG CONDUCTORS) (6 AWG CONDUCTORS) BE BELOW 10' 1,41'10 R 15 A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. O O DRAWN BY: CHECKED BY:APPROVED BY: O .JER CWJ I CW p�• RFDS REV#: 20210610—V.0 O O CU1 861di SIOFM9P8xxx CONSTRUCTION (8 AWG AWG CCONDUCTORS) DOCUMENTS. GPS DETAIL No SCALE 4 GPS MINIMUM SKY VIEW REQUIREMENTS NO SCALE 5 CABLES UNLIMITED HYBRID CABLE NO, 6 SUBMITTALS MINIMUM BEND RADIUSES REV DATE DESCRIPTION A 7/ZIMI Nffl&NMV 8 0/73/2021 REV®PER tb1EEM5 c 0/20/201 REV®PER LOM ERM D to/te/202t REvsEo Fm ooFrNTs E tt/30/2Clt REV®PFR COlIENR 0 2/23/2022 I IMED FOR PER(R FLM A&E PROJECT NUMBER NYNYCO2219A DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED NO SCALE 7 NOT USED .-SCALE $ NOT USED NO— Q DISH Wbebm L.L.C.TEMPLATE VERSION 37—07/09/2021 FUJITSU DUAL BAND FUJITSU TRIPLE BAND RAYCAP RDIDC-9181—PF-48 TA08025—B604 TA08025-13605 DC SURGE PROTECTION (OVP) DIMENSIONS(HxWxD) 14.9'x15.7'x7.8' DIMENSIONS(HxWxD) 14.9.15.7'x9' DIMENSIONS(HxWxD) 18'x14'xB r WEIGHT 63.9 lb. WEIGHT 74.95 Ib. WEIGHT 21.85 LBS CONNECTOR TYPE 4.3-10 RF CONNECTOR TYPE 4.3-10 RF ELAN s h CONNECTOR CONNECTOR POWER SUPPLY DC-56--36V POWER SUPPLY DC-58--36V PLAN wh X77 0 5701 SOUTH SANTA FE DRIVE Cl LITTLETON. CO 80120 g 10 Sa mm —Y-79> a Lin �a 9 13 a o Or Salient ARCHITE=IX 325 N.10th STREET,SURE 400 ) SI➢E BECK FRONT LEWISBURG,PA 17837 T:R01)56/-0032 F:R01)56TASfifi RRH DETAIL No s— RRH DETAIL NO SCALE 2 SURGE SUPPRESSION DETAIL (OVP) No srraLE 3 COMMSCOPE M04 MOUNTING BRACKET tOp FVV-65B—R3 HPA-33R—BUU—H4—KSS tuyf,L DIMENSIONS(HxWxD)(MM/IN) 7111x1161,71• F1AN WIDTH 5' RF CONNECTOR INTERFACE 4.3-10 FEMALE DEPTH 2' C WEIGHT 43.8 lb. HEIGHT 8' MOUNTING 2832� Q� WEIGHT WITH BRACKETS 70.9 Iba TOTAL WEIGHT 1.5 lb. BRACKET © HOUSING MATERIAL ASA/ABS/ALUMINUM ANTENNA RADOME COLOR LIGHT GRAY CONNECTOR 1x8-PIN DAISY CHAIN MOUNTING BRACKET R IS A VIOIATION OF UW FOR ANY PERSON. UNLESS 7HEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: JER I CWJ I CW © PIPEMOUNTING RFDS REV #: 20210610-V.0 NOTE OR DISH APPROVED QUIVALENT' CONSTRUCTION DOCUMENTS ANTENNA DETAIL N0 SCALE 4 NO SCALE 5 ANTENNA MOUNTING DETAIL No SCALE 6 SUBMITTALS REV DATE I DESCRIPTION EEI FPS—AB RAYCAP STEALTH SABRE DOUBLE Z—BRACKET A 7/13/2041 WASE1M B PER meseNlB TRIAD FLUH MOUNT SMOOTH MULTI—PART C101231.55 e/8/20/2021IetvISEn8/13/=1WASED C e/ PER oOEaexls DESCRIPTION PART/-QTY RADOME OUTSIDE DIAMETERS 24-60'DIA DIMENSIONS(HxWxD)(1 BRACKET) 5'x20'x1-13/16' D 10/15/1011 REVISED PER WULEADS TRIAD-FPS- 1/4' PART 1 -QTY: 6 APPROX.MATERIAL THICKNESS 3/16' BULKHEAD WEIGHT(FULL ASSEMBLY) 35.79 lb. E 11/30/2021 REVISED PER m1aElTts BRACKET ASSEMBLY 0 2/23/2 MAX.HEIGHT 12'-0' 8 024 ISSUED FOR PERMIT FTH1c GUSSET ASSEMBLY PART 2-ON'sPACKAGE QUANTITY 4 CONNECTION BOLTS OR STRAPS 888 �O vO® A&E PROJECT NUMBER 3/87.5-1/2'A36 THREADED ROD PART 3-ON: 6 t 0 \\\ 00 \. NYNYCO2219A 3/8'x1-1/4'A307 BOLT PART 4-QTY'. 6 BOTTOM BOLT DESCRIPTION \ O \ ® PLATE POW CHANNEL BRACKET �� o• \� 3/8'HEX Nur PART 5-CITY. 6 2STRAP 2 RRH Z BRACKET 3/16- \\ DISH Wireless L.L.C. RADOME/ 3 THREADED ROD ASSEMBLY 1/2-02- \\ PROJECT INFORMATION \� 3/8'TUT WASHER PARE 8-OTY: B T CYLINDER RADOME/ 3/8'LOCK WASHER PARE 7-CITY.6 3 0 0 CYUNDER \\ NYNYCO2219A (0(=0 0 0 0 0 0 0 0 0 \\ 7055 MAIN ROAD TOTAL WEIGHT t8[be 4 5 s 7 0 D MAST(TY) '\\ \ MATTITUCK, NY 11952 \\ \\ BOLT \�\ O \\� SHEET TITLE MAST o�o 00000000000000 \\\ Bp \\�O� EQUIPMENT DETAILS MIST � NOTE ® ® NOTE OR DISH Wireless LLC. OR DISH W1.1—LLC. SHEET NUMBER APPROVED EQUNAENr APPROVED EQUIVAINNT ISOMETRIC A-6 MAST MOUNT DETAIL NO SCALE 7 RADOME CANISTER DETAIL No SCALE 8 RRH MOUNT DETAIL No SCALE 9 DISH Wlrelesa L.L.C.TEMPLATE VERSION 37-07/09/2021 NOTES DC POWER WIRING SWILL BE COLOR CODED AT EACH END FOR IDENTIFYING+24V AND-48V CONDUCTORS. RED MARKINGS SHALL.IDENTIFY+24V AND BLUE MARKINGS SHALL IDENTIFY-48V. 1. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED • UNDERGROUND IE MOUNTS CONDUIT ROUT r 2 ANTENNAS AND MOUNTS OMITTEDFOR CURRY. v 4 1. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.ANY OUESFIONS ARISING +/ DURING THE BID PERIOD IN REGARDS TO THE CONTRACTOR'S FUNCTIONS,THE SCOPE OF WORK,OR ANY 1 * s h OTHER ISSUE RELATED TO THISPROJECT SFLUJ.BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION,NOT AFTER THE CONTRACT HAS BEEN AWARDED. ��eL�I�w�- 2. ST TE CTRIGL WORK CODES.LAWS.AND ORDINANCES.PROVIDE ALL COMPODONE IN ACCORDANCE WITH CURRENT NENTS AND WIRING—SqM AS ES AND ALL ��������``�J�� V REQUIRED TO MEET NEC STANDARDS. 5701 SOUTH SANTA FE DRIVE I +� UTTLETON, CO 80120 ` \+\ 3. LOCATION OF EQUIPMENT,CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SKILL BE 1 COORDINATED WITH FIELD CONDITIONS PRIOR TO CONSTRUCTION. 4. CONDUIT ROUGH-IN SHALL.BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION CONFLICTS. \+\ VERIFY WITH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. `+\ +\ 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS.CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. + +� 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY THE NEC ARTICLE 314. sa Salient 7. CONTRACTOR SNAIL PROVIDE ALL STRAIN REEIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES.N INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACRER'S SPECIFICATIONS AND RECOMMENDATIONS. + +/ 8. ALL DISCONNECTS AND CONTROWNG DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES ARC �� HIPROPOSED UNDERGROUND POWER INDICATING EQUIPMENT CONTROLLED,BRANCH CIRCUITS INSTALLED ON,AND PANEL FIELD LOCATIONS FED FROM. 32S N.10th STREET,SUITE 400 CONDUIT(LENGTH:47'-W:k) LEWISBURG,PA 17837 T:8017 56]-0032 F.ROI]56T-9556 + 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDORS PER TIONS AND NEC 250. v.•xwatllenNsodataam G PROPOSED UNDERGROUND THE EQUIPMENT GROUNDING CONDUCTORS SMALL BE BONDED AT ALL JUNCTION BOXES.PULL BOXES,AND ALL FIBER CONDUIT(LENGTH: DISCONNECT SWITCHES,AND EQUIPMENT CABINETS. /+/ �-0•}� 10.ALL NEW MATERIAL SHALL HAVE A U.L LABEL � >wf �`- 11.PANEL SCHEDULE LOADING AND CIRCUIT ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENT. 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRAWINGS. ' /+ 13.ALL TRENCHES IN COMPOUND TO BE HAND DUG \+ 'T a / ------------ 0 - a2832� �{JQ + 1 +� 11 0 + , + R IS VIOLATION OF LAW FOR ANY PERSON, OF A LICENSED PROFESSIONAL ENGINEER. UNLESS THEY ALTER L INS UNDER THE DIREMON 1 /0 0� \+\ /+ DRAWN BY: CHECKED BY:APPROVED BY: +\ + JER I CWJ CW /+ RFDS REV#: 20210610-V.0 +� \, + +/+ CONSTRUCTION DOCUMENTS \+\ +\ SUBMITTALS REV DATE DESCRIPTION } A 7/17/2021 PROMAW AY \+ 8 8/17/1021 REVED PER COI"M \ C 8/10/1021 REV6ED PEA COIBtMS + D\ 1O/1B/1M1 REV®PFA COME7LI5 4\ E 11/70/1021 TEV®PER COIYENR 0 + 0 1/13/1022 ISMED FOR PDBR FILM E +\ T A&E PROJECT NUMBER 0 +\ + NYNYCO2219A \+ DISH Wireless L.L.C. PROJECT INFORMATION I NYNYCO2219A co`• MA7055 MAIN ROAD ' TTITUCK, NY 11952 SHEET TITLE ELECTRICAL/FIBER ROUTE PLAN AND NOTES SHEET NUMBER N a• 2• D 4, B, E-1 UTILITY ROUTE PLAN ELECTRICAL NOTES No SCALE 2 1 a•=1'—a' DISH Wireleee L.L.C.TEMPLATE VERSION 37-07/09/2021 CARLON EXPANSION FITTINGS SEE TRENCHING NOTE 1 DISH WUelese LLC. DISH Wireless LLC. FIBER MALE TERMINAL STD PROVIDES 12AWG O O O DISRtIBUTION PANEL • COUPLING END ADAPTER END SIZE CTN TRAVEL VARIES PER BACKFILL PER SITE WIRE(8'TAIL PARE/ PART/ �, LENGTH PARE NUMBER WORK SPECIFICATIONS r TRENCHING NOTES PROPOSED DISH W eleae LLC. E945D E945DX 1/2' 20 4- 1. CONTRACTOR SHALL RESTORE THE (SEE GENERAL NOTES) TELCO FIBER ENCLOSURE v TRENCH TO ITS ORIGINAL SLOPE TO SUR SOIL s h E945E E945IX 3/4' 15 4' SUP JOINT CONDITIONS BY EITHER SEEDING CONDITION IN ACCORDANCE (SEE CHART FOR OR SODDING GRASS AREAS,OR WITH LOCAL REGUTATONs E945F E945FX 1- 10 4' r1 PART NUMBER) REPLACING ASPHALT OR CONCRETE SEE TRENCHING NOTE 2 LRLOCPOUNIE DISH W 12`2` wh I AREAS TO ITS ORIGINAL CROSS E945G E945GX 1 1/4- 5 4- I SECTION. // �� DISH Wiroleae L.L.C.FIBER / E945H E945HX 1 1/2' S 4' 4 I 2. TRENCHING SAFETY,INCLUDING, o � / q JUMPER TO CABINET WILL 5701 SOUTH SANTA FE DRIVE r I BUT NOT LIMITED TO SOIL ��� \/ j NEFIBED O BETR ON OTHER ERMINATED BY UITLETON, CO 80120 E945J E945JX 2' 15 8- I CLASSIFICATON,SLOPING,AND F306 PROPOSED DISH SIDE OF BULKHEAD/LC TO LC SHORING,SHALL BE GOVERNED wa Wimlea LLC. CONNECTOR WHERE CIRCUIT E945K F945KK 2 1/2' 10 8' - -, z 10 AMP DISTRIBUTION IS TERMINATED. I BY THE CURRENT OSHA p FD N \ \ p y F945L E945LX 3- 10 8' I SAFETY TRENCHISTANDARDNG AND S. IXCAVATION L. BREAKER E945M E945MX 3 1/2' 58' 3. ALL CONDUITS SHALL BE W /� .: IN IPROPOSED FIBER PROVIDERN INSTALLED IN COMPLIANCE WITH �i i i•, FIBER LATERAL FROM RIGHT E945N E945NX 4' 5 8- / PROPOSED DISH Wireless L.L.C. 0' 0 THE CURRENT NATIONAL /. [vo F WAY TO STRELT, sa ELECTRIC CODE(NEC)OR AS UTILITY WARNING TAPE 12 AWG WIRE TERMINATED TO FDP F945P E945PX 5- 1 B' PROPOSED DISH Arrelese L.L.C. Salient NOTE; REQUIRED BY THE LOCAL .SAND BEDDING PER SITE 1-1/2-POWER FROM CABINET PROPOSED DISH Wlreleas LLC. E945R E945RX 8- 1 B' CONTRACTOR TO INSTALL EXPANSION FITTING JURISDICTION,WHICHEVER IS WORK SPECIFICAT10US 1-1/2'FIBER TO CABINET SUP JOINT AT METER CENTER CONDUIT THE MOST STRINGENT. DISH Wheless L.L.C.INSTALLS TERMINATION,AS PER LOCAL UTILITY POLICY, 1-1/2'CONDUITS FOR POWER PROPOSED DISH Wileleaa LLC. ARC�'I(T7 UC ORDINANCE MID/OR SPECIFIED REQUIREMENT. AND FIBER TO CABINET 2'CONDUIT FROM COMMERCIAL 325N.10th STREET,SUITE 400 F18ER VAULT LEWISBURG,PA 17837 T:(2DI)S6fA032 F.(2811562-95S6 EXPANSION JOINT DETAIL No sa1E TYPICAL UNDERGROUND TRENCH DETAIL NO SCALE 2 DARK TELCO BOX — INTERIOR WIRING LAYOUT NO SCALE 3 NOTE FIBER PROVIDERS _'� PROPOSED FIBER WILL NEED TO PROVIDE AN U 1g Y� PROPOSED DISH Wireless L.L.C. NID,IF REQUIRED ADDITIONAL 5Fr UNISTRUT, "'3 2 U-BOLTS WITH 4 NUTS. . UNISTRUf IN THE EVENT THE BRACKET SPACING DOESNTLINE UP WITH � .� SPACING BELOW CURRENT D2832� �OQ PROPOSED.FIBER PROVIDER IN IN OUT '�{J 1-1/4'FLEX CONDUITS FIBER PROVIDIDN51 ERMINATE FIBER PROVIDER TO PUNCH TOP OF POWER TO FIBVIDER NID TELCO BOX OF NID ENCLOSURE AND PROPOSED DIess L.L.C. INSTALL 1-1/4-LIQUID'TIGHT 12 AWG WIRE ) CONNECTORS,UL LISTED,NYLON MATERLIL,WITH O-RING GASKET IT IS A MOUTON OF LAW FOR ANY PERSON, FIBER PROVIDER TO INSTALL DN OFSA LICENSED PPRROFESSIONAL ENGINTHE EER. PROPOSED DISss LLC. 1-1/4'FLEX CONDUITS BETWEEEN TO ALTER MITIS DOCUMENT. 10 AMP DISTRBREAKER FDP TELCO BOX&NID PROPOSED DISH WImIms LLC. DRAWN BY: CHECKED BY:APPROVED BY:PROPOSED DISss LLC. TELCO FIBER ENCLOSURE JER CWJ CW12 AWG WIRE PROPOSED DISH Wlralees LLC. 1-1/2'FIBER TO CABINETREDS REV �: 20210610-V.0 PROPOSED DIS —LLC. 0 PROPOSED DISH Wheless LIC. 1-1/2-POWECABINET 2-CONDUIT FROM COMMERCIAL CONSTRUCTION FIBER VAULT DOCUMENTS LIT TELCO BOX — INTERIOR WIRING LAYOUT (OPTIONAL) N0 SCALE 4 NOT USED N0 SCALE 5 NOT USED NO SCALE LIS SUBMITTALS REV DATE DESCRIPTION A 7/27/2021 fR83YR1fiY B 8/13/2021 REYISFD PER COIMENIS 0 8/20/2021 R EMM PEA COIBIFNIS D 10/18/201 REI PFA COMeEH15 E 11/30/2021 REVISED PER COMMENTS 0 2/23/2022 ISSUED FOR PMU FILING A&E PROJECT NUMBER NYNYCO2219A DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 NOT USED NO SCALE 7 NOT USED NO SCALE NOT USED No SCALE Q DISH Wireless L.L.C.TEMPLATE VERSION 37-07/09/2021 NOTES THE ENGINEER OF RECORD HAS PERFORMED ALL REQUIRED SHORT CIRCUIT d.*.sh PROPOSED POWER PROTECTIVE CABINET ENERSYS HEX CABINET CALCULATIONS AND THE AIC RATINGS FOR EACH DEVICE IS ADEQUATE TO PROTECT THE UTILITY SERVICE ENTRANCE 120/240V, 1 PH,SERVICE RATED, EQUIPMENT AND THE ELECTRICAL SYSTEM. 120/240 VAC 1PH N3OLUL K/1 K NEC POWER CENTER, THE ENGINEER OF RECORD WAS PERFORMED ALL REQUIRED VOLTAGE DROP v CALCULATIONS AND ALL BRANCH CIRCUIT AND FEEDERS COMPLY WITH THE NEC BACKUP MAIN BREAKER WITH (LISTED ON T-1)ARTICLE 210.19(A)(1)FPN NO.4. GENERATOR 200A 200A INTERLOCKED GENERATOR �c GENLOCK FEED,200A BSK AIC (3)PROPOSED CONDUIT SAING:AT 40><FILL PER NEC CHAPTER 9,TABLE 4,ARTICLE 358. �c- Gt7!PLUG 0.75'EMT CONDUITS 0.5' CONDUIT-0.122 SO.IN MEA N 0.75'CONDUIT-0.213 SO.IN AREA SURGE SUPPRESSION 2.0' CONDUR- 1.316 SQ.IN AREA DEVICE 100KA SAD/MOV 3.0' CONDOR-2.907 SQ.IN AREA 5701 SOUTH SANTA FE DRIVE GFCI 01 02 PROPOSED 2 8, 1 8 CU GND. CABINET CONVENIENCE OUTLET CONDUCTORS(1 CONDUIT):USING THWN-2,CU. LITTLETON, CO 80120 15A 03 40A FOR RECTIFIERS 1 &2 15A #10-0.0211 SQ.IN X 2-0.0422 SQ.IN OS 06 /10-0.0211 SQ.IN X 1 -0.0211 SO.IN<GROUND SPACE40A PROPOSED 2 8, 8 CU GN FOR RECTIFIERS 3&4 07 OB TOTAL -0.0633 SQ.IN SHARED GROUND WIRE SPACE 10 Y0A PROPOSED 2 8 0.5'EAfr CONDUR IS ADEQUATE TO HANDLE THE TOTAL OF(3)WIRES, SPACE 11 12 8 CU G FOR RECTIFIER 5 INCLUDING GROUND WIRE,AS INDICATED ABOVE SPACE 13 14 RECTIFIER CONDUCTORS(3 CONDUITS):USING UL1015,CU. Sa (3)3/0 WITH/6 GROUND IN 3'SCH 40 CONDOR SPACE 15 0.0552 SO SPACE 0.1103 SQ.IN Salient 18 /8 - .IN X 2- SPACE 17 18 SPACE /8 -0.0131 5q.IN X 1 -0.0131 SQ.IN<BARE GROUND SPACE 19 20 SPACE (1)PROPOSEDSPACE 075'EMr CONDUIT TOTAL -0.1234 SQ.IN MCI..IIiu.LIC SPACE SPACE 0.5'EMT C . IS ADEQUATE TO HANDLE THE TOTAL OF(3)WIRES, 325 N.10th STREET,SUITE 400 21 22 INCLUDING GROUND WIRE,AS INDICATED ABOVE LEWISBURG,PA 17837 SPACE 24 SPACE P.Q.)W-2 F.�1)��misss TO UTILITY COMPANY SPACE SPACE PPC FEED CONDUCTORS(1 CONDUIT):USING THWN.CU. " PROPOSED 2/10, 1 #10 CU GND. FOR CONVENIENCE OUTLET 3/0-0.2679 SO.IN X 3-0.8037 SO.IN /6 -0.0507 SO.IN X 1 -0.0507 SO.IN<GROUND TOTAL -0.8544 SQ.IN FINAL p�KR�TO NOTE: ANNCH CIRCUIT WIRING SUPPLYING RECTIFIERS ME TO BE RATED UL1015, 105'C,60OV,AND PVC INSULATED, IN THE SIZES SHOWN 3.0'SCH 40 PVC CONDUIT IS ADEQUATE TO HANDLE THE TOTAL OF(4)WIRES, IN THE ONE-UNE DIAGRAM.CONTRACTOR MAY SUBSITRJTE UL1015 WIRE FOR THWN-2 FOR CONVENIENCE OUTLET BRANCH CIRCUR. INCLUDING GROUND WIRE,AS INDICATED ABOVE BREAKERS REQUIRED: (2)40A,2P BREAKER-SQUARE D P/N:00240 `IC } (1)20A,2P BREAKER-SQUARE D P/N:00220 (1)20A, 1P BREAKER-SQUARE D P/N:00120 .J. ^1C PPC ONE—LINE DIAGRAM No SCALE R IS A VIOLATION OF ACTING U FOR ANY PERSON, UNLESS THEY ARE OF UNDER THE DIRECTION OFA LICENSED THIS DOCUMENT. ENGINEER. TO ALTER THIS DOCUMENT. DRAWN BY: CHECKED BY:APPROVED BY: JER CWJ I CW RFDS REV #: 20210610-V.0 CONSTRUCTION DOCUMENTS PROPOSED ENERSYS PANEL SCHEDULE SUBMITTALS VOLTAMPS VOLT AMPS REV DATE DESCRIPTION LOAD SERVED (WATTS) TRIP A PHASE # TRIP (WATTS) LOAD SERVED rD 727 1 PREWNNT! L1 L2 L1 L2 / /202 PPC GFCI OUTLET 180 15A 1 A 2 3840 '- ENERSYS ALPHA COR ENERSYS GFCI OUTLET 180 ISA 3 B 4 40A 3840 RECTIFIERS 1 &2—SPACE— 5 A 8 3840 ERSYS ALPHA COR e/2D/2021 I&VSFD PFA mMDETIrs—SPACE— 7 B 8 40.4 3840 RECDFlER 3&4 10/15/2021 REV®PER COMMENTS -SPACE- 9 A 10 1920 ERSYS ALPHA CO 11/30/2021 REV®PER CO M ENTS 11 B 12 2lN1920 RECTIFIER 5-SPACE- 13 A 14 -SPACE- 2/23/2D22 b91m FOR PERMIT FLING -SPACE- 15 S 16 -SPACE- -SPACE- 17 A 18 -SPACE- -SPACE- 19 B 20 -SPACE- A&E PROJECT NUMBER —Ps� e PCE — 23 24 —S, — NYNYCO2219A VOLTAGE AMPS 180 180 9500 9500 2 MCB 2 SPA 20 2 1 L1 L2 DISH Wireless I US RATING: 000 AIC 9680 8880 VOLTAGE AMPS PROJECT INFORMATION 61 61 AMPS B1 MAXPS 102 MlEX NYNY AIN R A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE ELECTRICAL ONE-LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE No sr.,E 2 NOT USED NO SCALE 3 DISH Wlreleee L.L.C.TEMPLATE VERSION 37-07/09/2021 J � PROPOSED BUSS BARS PROPOSE ■ MECHANICAL CONNECTION D 4'z12'xt/4'TINNED • EXOTHERMIC CONNECTION •T INEDSPTECTRONNSLEEVE D ROD WITH WELL--,,,",. COPPER GROUND BUSSBAR • - /6 AWG STRANDEDk INSULATED r GROUND BUS BM - — �) - /2 AWG SOLID COPPER TINNED I d..sh \ I O GROUND ROD L A BUSS BIR INSULATOR �MscB_ BONG PROPOSED EQUIPMENT I I -- 11 I � F-• PLATFORM TO PROPOSED GROUNDING ELECTRODE SYSTEM(TYP.4) \� \ GROUNDING LEGEND 5701 SOUTH SANTA FE DRIVE • LITTLETON, CO 80120 BOND H-FRAME POST TO I I \ EXISTING TOWER GROUND UNI-STRUT(TYP.) RING (FEILD VERIFY) 1. GROUNDING IS SHOWN DIAGRAMMATICALLY ONLY. --- - I SUPPOIRT BRIDGE TO .� 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM.GROUNDING SHALL BE IN GROUND RING BOND(.) ---� COMPLIANCE WITH NEC SECTION 250 AND DISH WGelmI L.L.C.GROUNDING AND BONDING MP ALL POSTS) REQUIREMENTS AND MANUFACTURER'S SPECIFICATIONS. / � � EXISTING MONOPOLE\ /2 AWG BURIED GROUND / I I \ 3. ALL GROUND CONDUCTORS SHALL BE COPPER;NO ALUMINUM CONDUCTORS SHALL BE USED. Sa RING 30'BELOW GRADE J ^ /2 71NNED SOLID IN 1/2' I ———— I / ®' ® ® \ AgRCI••I Salient MIN. ac LIQUID TIGHT CONDUIT ® GROUNDING KEY NOTES FROM 24'BELOW GRADE ® ® tl 325 N.10th STREET,SUITE 400 TO WITHIN 3'TO 6'OF LEWISBURG,PA 17837 CAD-WELD TERMINATION ® ® EXTERIOR GRROUND RING:/2 AWG SOLID COPPER,BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW TIGM)55.-1.Q.)--9556 THE IIOEXPOSED TIGHT CONDUIT I GA GRADE.OR 8 INCHES BELOW THE FROST LINE AND APPROXIIMTEIY 24 INCHf3 FROM THE EXTERIOR WALL fi.—.—. ® ® I OR FOOTING. MUSE BE SEALED WITH SILICONE CAULK.(TYP) ____ I \ /� _—— •\ B TOWER GROUND RING:THE GROUND RING SY''fE3A SHILL BE INSTALLED AROUND AN ANTENNA TOWER'S LEGS, O AND/OR CLAY ANCHORS.WHERE SEPARATE SYSTEMS HAVE BEEN PROVIDED FOR THE TOWER AND THE BUILDING,AT LEAST TWO BONDS SHALL BE MADE BETWEEN THE TOWER RING GROUND SYSTEM AND THE �v . I BUILDING RING GROUND SYSTEM USING MINIMUM/2 AWG SOLID COPPER CONDUCTORS. ------ _,_, \-'�- -/ O INTERIOR GROUND RING:#2 AWG STRANDED GREEN INSULATED COPPER CONDUCTOR EXTENDED AROUND THE PERIMETER OF THE EQUIPMENT MEA.ALL NON-TELECOMMUNICATIONS RELATED METALLIC OBJECTS FOUND BOND EQUIPMENT AS WITHIN A SITE SHALL BE GROUNDED TO THE INTERIOR GROUND RING WITH/6 AWG STRANDED GREEN REQUIRED BY MANUFACTURER INSULATED CONDUCTOR. tp .� a2832� fl� PROPOSED EQUIPMENT GROUND RING TO D BOND TD INFERIOR GROUND RING:#2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHAD.BE EXISTING TOWER GROUND RING(TOTAL 2) G PROVIDED AT LEAST AT FOUR POINTS ON THE INTERIOR GROUND RING,LOCATED AT THE CORNERS OF THE O �1 BUILDING. TYPICAL EQUIPMENT GROUNDING PLAN GROUND ROD:UL LISTED COPPER CLAD STEEL MINIMUM 1/2'DIAMETER BY EIGHT FEET LONG.GROUND NO SCALE OE RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES.GROUND RODS SHALL BE DRIVEN TO THE DEPTH OF -- GROUND RING CONDUCTOR. c I RFFEREN_ -Ro'INo BAR:POINT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT IT IS A VIOLATION OF IAW FOR ANY PERSON, F UNLESS THEY ARE ACTING UNDER THE DIRECTION FRAMES.ALL BONDS ME MADE WITH/2 AWG UNLESS NOTED OTHERWISE STRANDED GREEN INSULATED OF A UCENSED PROFESSIONAL ENGINEER. COPPER CONDUCTORS.BOND TO GROUND RING WITH(2)J2 SOLID TINNED COPPER CONDUCTORS. TO ALTER TNIS DOCUMENT. GG FLITCH PLATE GROUND B4R:BOND TO THE INTERIOR GROUND RING WITH TWO/2 AWG STRANDED GREEN DRAWN BY: CHECKED BY:APPROVED BY: INSULATED COPPER CONDUCTORS.WHEN A HATCH-PLATE AND A CELL REFERENCE GROUND BM ME BOTH PROPOSED PRESENT,THE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO THE INTERIOR GROUND RING JER CWJ CW BULKHEAD(TYP) I USING (2)TWO/2 AWG STRANDED GREEN INSULATED COPPER CONDUCTORS EACH. �+ I, RFDS REV#: 20210610-V.0 EXISTING MAST PROPOSED U S O EXTERIORFAffT1 1R., PORT GROUND BARS:LOCATED AT THE ENTRANCE TO THE CELL SITE BUILDING.BOND ANTENNA(TV) I I ; INSPECTION S LEEVE A/2 AWG SOLID TINNED COPPER CONDUCTORS WITH AN EXOTHERMIC WELD AND CONSTRUCTION ROUND MEMBER DOCUMENTS ADAPTER PROPOSED " I O TELCO GROUND BAR:BOND TO BOTH CELL REFERENCE GROUND BAR AND EXTERIOR GROUND RING. STEALTH CANISTER ; 1 j II Gj SAME BONDING:THE BONDING POINT FOR TELECOM EQUIPMENT FRAMES SHALL BE THE GROUND BUS THAT SUBMITTALS lllll!lllllll!!lll!llll llllllll I N I IS NOT ISOLATED FROM THE EQUIPMENTS METAL FRAMEWORK. [EV EXISTING MAST 3/8'HEX O FlLLISIER BOLTOR 7/Z7/=l BmaIVAWLOCK WASHER a' OFFEDTFIIE IFdfER10R GROUND RING REQUIRE A#E6 AWG ISTRAND GREEN�INSULATED COPPER BOND TOE THE 9/1s/mat REYEFD Fon6'x2'GROUND Y f INTERIOR GROUND RING. a/20/202 RI.VMm Fiin COIeMMB BUS BAR FLAT WASHER -RO INDIN:METAL FENCES WITHIN 7 FEET OF THE EXTERIOR GROUND RING OR OBJECTS 1D/13/=I RIMMED PER tzLeanTS 6'x2'GROUND BONDED TO THE EXTERIOR GROUND RING SHALL BE BONDED TO THE GROUND RING WITH A/2 AWG SOLID 111301=1 PS6MEsn PER COMIENIS BUS BARExISTING MAST TINNED COPPER CONDUCTOR AT AN INTERVAL NOT EXCEEDING 25 FEET.BONDS SHALL BE MADE AT TACH 2/23/2m2 Isrlm FtX1 pWpT FILM \\\\\\1\1111\\1111\\11\6\\\1\TINT\ h I' I GATE POST AND ACROSS GATE OPENINGS. ROUND MEMBER GM EXTERIOR UNIT BONDS:METALLIC OBJECTS,EXTERNAL TO OR MOUNTED TO THE BUILDING,SFRA1.1 BE BONDED A&E PROJECT NUMBER ADAPTER I I TO THE EXTERIOR GROUND RING.USING/2 TINNED SOLID COPPER WIRE STAINLESS STEEL NYNYCO2219A STAINLESS STEEL HOSE CLAMP I I /2 AWG 57RWDED HOSE CLAMP 6'x2'GROUND BUS BAR COPPER GREEN O ICF BRIDGE SUPPORTS:EACH ICE BRIDGE LEG SHALL BE BONDED TO THE GROUND RING WITH#2 AWG BARE (TOTAL OF 1) INSULATED(TYP) TINNED COPPER CONDUCTOR.PROVIDE EXOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED DISH Wireless L.L.C. GROUND RING. PROJECT INFORMATION O DURING ALL DC POWER SYSTEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS,RECTIFIER REPLACEMENTS NYNYCO2219A OR ADDITIONS,BREAKER DISTRIBUTION CHANGES,BATTER'ADDITIONS,BATTERY REPLACEMENTS AND INSTALLATIONS OR CHANGES TO DC CONVERTER SYSTEMS T SHALL BE REQUIRED THAT SERVICE 7055 MAIN ROAD CONTRACTORS VERIFY ALL DC POWER SYSTEMS ME EQUIPPED WITH A MASTER DC SYSTEM RETURN GROUND BUSS BAR PLAN ANTENNA GROUNDING ELEVATION CONDUCTOR FROM THE DC POWER SYSTEM COMMON RETURN BUS DIRECTLY CONNECTED TO THE CELL SITE MATTITUCK, NY 11952 BUSS BAR REFERENCE GROUND BAR ELEVATION O TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT. SHEET TITLE REFER TO DISH releaa L.L.C.GROUNDING NOTES. GROUNDING PLANS EFWl AND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING DETAIL NO SCALE 2 GROUNDING KEY NOTES NO SCALE 3 DISH Wlrelaea L.L.C.TEMPLATE VERSION 37-07/09/2021 NOTES EDUIPMENi CABINET OMITTED FOR CURsh RY • r 5701 SOUTH SANTA FE DRIVE PROPOSED GPS UNIT UTTLETON, CO 80120 PROPOSED 200AMP METER SOCKET © I PROPOSED Sa RW(TT'P OF Sp�aE_L�lY�ie�nt 200AMP METER SOCKET I (6)) I D P1RMAI 1 MM UC pny�p 375 N.10M STREET,SUITE 400 PROPOSED PROTECTIVELENfISBURG,PA 17837 d1&NET �, T.(201)—2 kM7 �m��1—9 56 RESERVED SPACE FOR I 8 �r-->a-_v,r_� 'I IIJ II ADDITIONAL I Ilq 1114 SWTCHNff j REQUIRED. !I} II II I. U tpj ------J 1 /2 TINNED SOLID IN �ffrff � I 1/2'MIN.LIQUID TIGHT -I E _ CONDUIT FROM 24' 1 ' - BELOW GRADE TO WITHIN I 3'TO 6'OF CAD-WELD tp r, TERMINARON POINT. pLAd2832� ��Q' / EXPOSED END OF THE 1 LIQUID TIGHT CONDUIT \ ' / fi0 . MUST BE SEALED WITH SILICONE dIl1LIC.(LYP) o \ o� L LJ Li Lj i ` \ \ R IS A VIOLATION OF LAW FOR ANY PERSON, 00 \ O \ 00 _ 00 \\ UNLESSOF THEY L�SEDAPROFESSIONNAAL ENGINEER. —�--- -- _ --�--�-- -- -- --�--�-- _ -- - 1 ro ALTER lNls oocuNENr. T DRAWN BY: CHECKED BY:APPROVED BY: JER I CWJ I CW FRONT ELEVATION SIDE ELEVATION RFDS REV#: 2021061 0-V.0 CONSTRUCTION DOCUMENTS NOT USED NO SCALE H—FRAME GROUNDING DETAIL NO SCALE 4 SUBMITTALS REV DATE DESCRIPTION NOTES A 7/27/20021 PROMNLRY /2 TINNED SOUD IN 1/2'MIN.LIQUID a apzipm1 TEV®PER LUIY]Rs TIGHT CONDUIT FROM 24'BELOW GRADE CABLE GROUNDING RM REQUIRED WHEN c 8/20/2021 MASH PER COMMENTS TD WITHIN 3'TO 8'OF CAD-WELD PIPE ANTENNA IS LESS THAN 10'FROM CABINET TERMINATION POINT.EXPOSED END OF // 8 10/11e/2021 IKYSEID PER Lb1EFM5 THE LIQUID TIGHT CONDUIT MUST BE / E 77/30/2021 REV®PER CDM0IEMS SEALED WITH SILICONE CAULK. // D 2/23/2072 mvEa FOR PE1eaf naw GRADE PROPOSED GPS UNIT \) A&E PROJECT NUMBER I1 PROPOSED POST _ /2 AWG GROUND 1 NYNYCO2219A CONDUCTOR TO GROUND I DISH Wireless L.L.C. PROPOSED GPS UNE L PROJECT INFORMATION MOUNT OR APPROVED I PROPOSED PIPE CLAMPS EQUIVALENT NYNYCO221'9A 7055 MAIN AD CADWEL(TYP) I I GROUND RING co 0 \\ MATT TUCK, NYR011952 II SHEET TITLE TIEGR INTO EXISTING i ' O O GROUND RING U GROUNDING DETAILS BASE CONNECTION �PROPOSED 1/2'COAX CABLE B' GROUND RING MINIMUM BENDING RADIUS \ /2 GROUN SHEET NUMBER PER CABLE MMUFACTURER'S \ SPECIFlGTIONS 'rTO,GROUND G-2 TRANSITIONING GROUND DETAIL No SCALE 5 TYPICAL GPS UNIT GROUNDING NO— 1 1 6 OUTDOOR CABINET GROUNDING No SCALE ] DISH Wireless L.L.C.TEMPLATE VERSION 37-07/09/2021 EXTERNAL CLOSED BARREL,FOR ALL BLACK HEAT CONDUCTOR INSULATION TO EXTERNAL INSPECTION WINDOW IN CLEAR HEAT CONDUCTOR INSULATION TO • 1. EXOTHERMIC WELD(2)TWO,/2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUND TOOTHED EXTERIOR TWO-HOLE SHRINK UV BUTT UP AGAINST THE TOOTHED BARREL REQUIREDFOR SHRINK BUTT UP AGAINST THE BAR.ROUTE CONDUCTORS TO CONNECTORS RATED CONNECTOR BARREL �NENTERRIOSR TWO-HOLE CONNECTOR BARREL WELD. BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC 3/8'DIA x11/2" 3/8'DIA x1 1/2' 2. ALL EXTERIOR GROUNDING HARDWARE SHALL BE STAINLESS STEEL 3/8'DIAMETER OR LARGER. ALL HARDWARE 18-8 STAINLESS STEEL INCLUDING LOCK WASHERS,COAT ALL SURFACES WITH d s h AN ANTI-OXIDANT COMPOUND BEFORE MATING. S/S NUT S/S NUT 7. FOR GROUND BOND TO SIffLL ONLY:COAT ALL SURFACES WITH AN AMAN I-OXIDT COMPOUND ws� BEFORE MATING. S/S LOCK S S LOCK WASHER WASHER 5701 SOUTH SANTA FE DRIVE 4. 00 NOT INSTALL CABLE GROUNDING KR AT A BEND AND ALWAYS DIRECT GROUND CONDUCTOR --- ------- --- ------- LITTLETON, CO 80120 DOWN TO GROUNDING BUS, 5. NUT&WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUND BIR AND BOLTED ON WASHFRT k/ASRRHET THE BACK SIDE ------- --- -_----- TINNED COPPER --- TINNED COPPER 6. ALL GROUNDING PARTS AND EQUIPMENT TO BE SUPPLIED AND INSTALLED BY CONTRACTOR. S/5 FLAT GROUNDING BAR __- S/S FLAT GROUNDING BAR --- ------_ WASHER WASHER 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUND BAR AS REQUIRED. ------- Sa B. ENSURE THE WIRE INSULATION TERMINATION IS WITHIN 1/8'OF THE BARREL(NO SHINERS). S/S BOLT S/S BOLT (1 OF 2) (1 OF 2) 1/16'MINIMUM SPACING 1/16'MINIMUM SPACING Salient ARCHffE 5L LLC 325 N.10th STREET,SUITE 400 LEWISBURG,PA 17837 T:Rot)Sfi)-003:F:RDI)56TA556 TYPICAL GROUNDING NOTES No SCALE TYPICAL EXTERIOR TWO HOLE LUG No SCALE 2 TYPICAL INTERIOR TWO HOLE LUG No srxE 3 xwwseleG„ a`°° 12'DIA x 24'DEEP INSPECTION SLEEVE PJCOR SOIL PIPE WITH OR EQUIVALENT OR NOTE MINIMUM OF 3 THREADS C? ^� TO BE VISIBLE(TYP) S/S BOLT(TYP) FINISHED GRADE S/S SPLIT WASHER(TYP) ] ;o y o' b.o°o ?o b y o ' 5/S FIAT WASHER(TYP) m Lim m o /c � a2832� �fl� TINNED OLID COEL PLE 2 HOLE LONG BARREL PER oo�i \/\\ / \ \\/\/�/ EXOTHERMIC CONNECTION 4-CRUSHED STONE OR LUG(TYP) TN COATED SOLID S/S FLAT WASHER(TYP) \\�\\\Y/ //\/�\/ EQUAL F TEST WELL TO COPPER BUS BAR �\ WITHIN 2'OF TOP OF S/S NUT(TP) ��ij/ / GROUNDING LOOP CONDUCTOR R IS A VIOLATION OF LAW FOR ANY PERSON. \\\ UNLESS THEY ARE ACTING UNDER THE DIRECRON CHERRY INSULATOR y OF A UTO AI.TER�THIS DOCUMENT.T,GINEl7i, INSTALLED IF REQUIRED ---- ----� DRAWN BY: CHECKED BY:APPROVED BY: /2 AWG SOLID TINNED JER CWJ I CW COPPER CONDUCTOR EXTERIOR GROUND RING RFDS REV : 2021061 0-V.0 GROUND ROD, 1/2'MIN.x 6'-0' LONG COPPER CLAD STEfl (ERICO#625800) CONSTRUCTION DOCUMENTS LUG DETAIL SCALE 4 NOT USED NO SCALE 5 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE NO SraLE 6 SUBMITTALS REV DATE I DESCRIPTION A 7/27/2021Pd1LiMRf B 8/13/2021 FWAMPER COIBk7R15 c 8/2D/= REV®PEA COIRRNIS D Ro/Rs/zoxR lav®PEA caLw4Mrs E 11/30/7021 IaV®PEA COIBBNIS 0 2/23/2072 SVTMD FOR PERiGf PING A&E PROJECT NUMBER NYNYG02219A DISH Wireless L.LC. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED NO SCALE 7 NOT USED No SCALE $ NOT USED ..SCALE 9 DISH Vfimlme L.L.C.TEMPLATE VERSION 37-07/09/2021 RF JUMPER COLOR CODING 3/4-TAPE WIDTHS WITH 3/4-SPACING RRH �rqH "R}'tH LOW BANDS(N71+N26) AWS Low-BAND RRH- jF1r2 PORE 1 PORE 2 PORT 3 PORT 4 OPTIONAL-(N28) (NB6+N70+H-BLACIQ r (600MHz N71 BASEBAND) + PORT 1 RT 3 PoRT 4 PoRf 1 PORT A RPoRf 3 PORT 4 +SLANT -SLANT +SUNT -SIANf - -0 PURPLE+ 5 -SLANT +SL4HT SllV1i +SLANT SUNT iF(85OMHz N26 BAND) +( d.sh 70OMHz N29 BAND) -OPTIONAL PER MARKETRED REO REOLUEBLUE 'BLUE:, GREEN CREE� G2EEE]RED RED0R+(FFCA .BLUE BLUE. G 'w. GREEN ADD FREQUENCY COLOR TO SECTOR BAND CBRS TECH NEGATIVE SLANT PORT 5701 SOUTH SANTA FE DRIVE (CBRSWILL USE YELLOW BANDS) -- - -- - - (3 GHz) ON ANT/RRH .A - -��,s, Q � G �,t, - LffTLETON, CO 80120 - WHITE REO RPo RED mo ALPHA SECTOR BETASECTOR GAMMA SECTOR MID-BAND RRH - SaBLUE(AWS BANDS N66+N70) Salient GREENARWITEMUC _ PURPLE.} 'PURPLEp _ IPURP,'LE PURPLES ADD FREQUENCY COLOR 70 SECTOR BAND 325 N.10th STREET,SUITE 400- (CBRS WILL USE YELLOW BANDS) LEWIS—F PA 17837 is RODS.—Fs :(zOtl 59-95sA COLOR IDENTIFIER NO SCALE HYBRID/DISCREET CABLES D(AMPLE 1 EXAMPLE 2 D(AMPLE 3INCLUDE RED RED RED (j� 9��jXz'y'� SECTOR BEING SUPPORTED ALONG WITHFREQUENCY BANDS BLUE BLUE ,� EXAM FILE 1 - HYBRID,OR DISCREET,SUPPORTS GREEN ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS - P.URPLEi T)D� ,�- YELLopr p D2832� {�Q EXAMPLE2 ALL HYBRID, SECTOS DISCREET, SUPPORTSCBRS ONLY PURPLE. t n) y FIBER JUMPERS TO RRHo LOW BAND RRH HIGH BAND RRH LOW LAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW-BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, RED RED BLUE BLUE GREEN GREEN To ALTER TOS DOCUMENT. 'PURPLE PURPLE'S PURPLE'` DRAWN BY: CHECKED BY:APPROVED BY: JER CWJ CW POWER CABLES TO RRHo LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH LOW BAND RRH HIGH BAND RRH RFDS REV#: 20210610-V.0 LOW-BAND RRH POWER CABLES HAVE SECTOR STRIPE ONLY CONSTRUCTION RED RED BLUE BLUE CREEK GREEN DOCUMENTS NOT USED NO SCALE 3 SUBMITTALS ,PURPLE!. PURPLE, ,PURPLE REV DATE DESCRIPTION A 7/27/2021 P1e1.WWRT/ B 0/13/2021 REV®PER C01l0RS RET MOTORS AT ANTENNAS ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 ANTENNA 1 C 8/2D/2021 I REUSED PER COEAAIQi15 LOW BAND/ HIGH BAND/ LOW BAND/ HIGH BAWD/ LOW BAND/ HIGH BAND/ D 10/15/2021REVISED PER CDEekNTs 7N' 'IN' 'IN- 'IN' 'IN' 'IN- E 11/30/2021 FfV6m PFR COIORRS 0 2/23/1022 --,m EDIT PF_B1P/0 RED RED BLUE BLUE GR[EN GR. A&E PROJECT NUMBER PURPLE; PURPLE' PURPIEf NYNYCO2219A DISH Wireless L.L.C. PROJECT INFORMATION MICROWAVE RADIO LINKS FORWARD AZIMUTH OF G-120 DEGREES FORWARD ALMUTH OF 12G-240 DEGREES FORWARD AZIMUTH OF 240-360 DEGREES NYNYCO2219A LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PRIMARY SECONDARY PRIMARY SECONDARY PRIMARY SECONDARY TOSS MAIN ROAD THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. MATTITUCK. NY 11952 ADD ADDITIONAL SECTOR COLOR BANDS FOR EACH ADDITIONAL MW RADIO. WHTfE WHITE WHITE WHITE WHITE WHNE MICROWAVE CABLES WILL REQUIRE P—TOUCH RED RFD BLUE IBLUE' CREEK GR� SHEET TITLE LABELS INSIDE THE CABINET TO IDENTIFY THE WHITE WHITE WHNE WHIT: WHffE WHTTE LOCAL AND REMOTE SITE ID'S REO BLUE GREEN RF WHITE WHITE WHITE CABLE COLOR CODE SHEET NUMBER RF-1 RF CABLE COLOR CODES NO SCALE NOT USED NO SCALE 4 DISH Wlreleee LLC.TEMPLATE VERSION 37-07/09/2021 EXOTHERMIC CONNECTION AB ANCHOR BOLT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CONNECTION ■ AC ALTERNATING CURRENT LB(S) POUND(S) BUSS BAR INSULATOR A ADDL ADDITIONAL LF LINEAR FEET v CHEMICAL ELECTROLYTIC GROUNDING SYSTEM e AFF ABOVE FINISHED FLOOR LTE LONG TERM EVOLUTION ST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM AFL ABOVE FINISHED VEL 1µS MASONRY TE eT AGL ABOVE GROUND LEVEL MAX MAXIMUM d.* shr EXOTHERMIC WITH INSPECTION SLEEVE Q AIC AMPERAGE.INTERRUPTION CAPACITY MB MACHINE BOLT - GROUNDING BAR rte- ALUM ALUMINUM MECH MECHANICAL ALT ALTERNATE MFR MANUFACTURER GROUND ROD I�� ANT ANTENNA MGB MASTER GROUND BAR 5701 SOUTH SANTA gpE DRIVE TEST GROUND ROD WITH INSPECTION SLEEVE IIT APPROX APPROXIMATE MIN MINIMUM yxl ARCH ARCHITECTURAL MISC MISCELLANEOUS SINGLE POLE SWITCH T ATS AUTOMATIC TRANSFER SWITCH MIL METAL $ AWG AMERICAN WIRE GAUGE MIS MANUAL TRANSFER SWITCH DUPLEX RECEPIACLE BATT BATTERY 0MW MICROWAVE BLDG BUILDING NEC NATIONAL ELECTRIC CODE DUPLEX GFCI RECEPTACLE � BU( BLOCK NM NEWTON METERS BLKG BLOCKING NO. NUMBER sa FLUORESCENT LIGHTING FIXTURE(2)TWO LAMPS 48-TB r P I BM BEAM 0 NUMBER BTC ELATE TINNED COPPER CONDUCTOR NIS NOT TO SCALE Salient SMOKE DETECTION(OC) SD BOF BOTTOM OF FOOTING OC ON-CENTER GIB CABINET ARCHIT8 OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION LIGHTING DC CANT CANTILEVERED 325 LEWISBN.IDth STREET,SUITE 400 EMERGENCY ( ) � OPNC OPENING EWISBURG,PA 17837 CHC CHARGING Tao056]aa32RaoU s6l-ssss P/C PRECAST CONCRETE .,.wsdkmassod.m.com SECURITY LIGHT W PHOTOCELL LTHONIA ALXW CLD CMUNG / O PCS PERSONAL COMMUNICATION SERVICES IID-1-25A400/51K-SR4-120-PE-DDBfXD CLR CLEAR COL COLUMN PCU PRIMARY CONTROL UNIT CHAIN LINK FENCE x z % X PRC PRIMARY RADIO CABINET COMM COMMON WOOD/WROUGHT IRON FENCE PP POLARIZING PRESERVING CONC CONCRETE PSF POUNDS PER SQUARE FOOT WALL STRUCTURE CONSTR CONSTRUCTION PSI POUNDS PER SQUARE INCH 1[l� LEASE AREA ---—————————- DBL DOUBLE PT PPRESSURE TREATED 'B DC DIRECT CURRENT r POWER CABINET ?�C' PROPERLY LINE(PL) -- -- -- DEPT DEPARTMENT RAD QUANTITY SETBACKS _________________________ OF DOUGLAS FIR � RAD RADIUS n d2832� �Q .ICE BRIDGE DLA DIAMETER RECT RECTIFIER ti DIAD DIAGONAL CABLE TRAY DIM DIMENSION REF REFERENCE RENF REINFORCEMENT WATER LINE — W — W — W— W— W_ DWG DRAWING WEL REWD REWIRED UNDERGROUND POWER —UGP—UGP—UGP—UGP—UGP— EA EACH RET REMOTE ELECTRIC TILT UNDERGROUND TELCO —UCT—LOT—UGT—UCT—UGIT— EC ELECTRICAL CONDUCTOR RF RADIO FREQUENCY R IS A VIOLATION OF LAW FOR ANY PERSON. RMC RIGID METALLIC CONDUIT UNLESS THEY ARE ACTING UNDER THE DIRECTION OVERHEAD POWER —OHP--DNP—DNP--O P— EL ELEVATION OF A LICENSED PROFESSIONAL ENGINEER, Fl EC ELECTRIC RRH REMOTE RADIO HEAD TO ALTER TRS DOCUMENT. OVERHEAD TELCO —0HT qTI OHT 0HT— EMT ELECTRICAL METALLIC TUBING RRU REMOTE RADIO UNIT � UNDERGROUND TELCO/POWER —UCf/P—UGf/P—U4T/P—U4T/PRWY RACEWAY DRAWN BY: CHECKED BY:APPROVED BY.ENC ENGINEER SON SCHEDULE ABOVE GROUND POWER —AGP—AGP—AGP—AGP—AGP— ED EQUALJER I CWJ I CW EXP EXPANSION SHT SHEET ABOVE GROUND TELCO —ACT—AGT—AGT—AGT—ACT— PIT EXTERIOR :IAD SMART INTEGRATED ACCESS DEVICE RFDS REV 111: 20210610-V.0 ABOVE GROUND TELCO/POWER —AGT/P —ACT/P —AGT/P —AGT/P— EW EACH WAY SIM SIMILAR FAB FABRICATION SPEC SPECIFICATION CONSTRUCTION WORKPOINr W.P. FF FINISH FLOOR SQ :QUARE - DOCUMENTS SECTION REFERENCE XX FG FINISH GRADE SS STAINLESS STEEL X-% FlSTD STANDARDF FACILITY INTERFACE FRAME SUBMITTALS FIN FINISH(ED) SN SZFa REV DATE DESCRIPTION TEMP TEMPORARY DETAIL REFERENCE %X FLR FLOOR THK THICKNESS A 7/27/2021 P161LINWN FDN FOUNDATION B e/13/20x1 REV®PEA OOLLENIS X_X TMA TOWER MOUNTED AMPLIFIER FOC FACE OF CONCRETE 7N TOE NAIL c 0/20/2021 TEV®FFA COMMENTS FOM FACE OF MASONRY TOA TOP OF ANTENNA D '10/10/2021 REV®PER CMA*NT5 FOS FACE OF SND TOC TOP OF CURB 5 E 11/30/2021 REVISED PER COMMU W FACE OF WALL FINISH SURFACE TOF TOP OF FOUNDATION 0 2/23/2022 ISSUED FOR PERU F FSFILM TOP TOP OF PLATE(PARAPET) FT FOOT FRG FOOTING TOS TOP OF STEEL A&E PROJECT NUMBER GA GAUGE TOW TDP OF WALL NYNYCO2219A GEN GENERATOR TVSS TRANSIENT VOLTAGE SURGE SUPPRESSION GFCI GROUND FAULT CIRCUIT INTERRUPTER TYP TYPICAL PDSH Wireless INFORMATION CLB GLUE LAMINATED BEAM UG UNDERGROUND GLV GALVANIZED UL UNDERWRITERS LABORATORY NYNYCO2219A LINO UNLESS NOTED OTHERWISE GPS GLOBAL POSITIONING SYSTEM 7055 MAIN ROAD UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM GND GROUND UPS UNTIERRUPTIBLE POWER SYSTEM(DC POWER PLANT) MATTITUCK, NY 1 1952 CSM GLAEW.SYSTEM FOR MOBILE HDD HOT DIPPED GALVANIZED VIF VERIFIED IN FIELD HDR HEADER W WIDE SHEET TITLE HCR HANGER W/ WITH LEGEND AND HVAC HEAT/VENTILATION/NR CONDITIONING WL WOOD ABBREVIATIONS HT HEIGHT WP WEATHERPROOF IGR INTERIOR GROUND RING WT WEIGHT SHEEP NUMBER GN-1 LEGEND ABBREVIATIONS DISH WImI w L.L.C.TEMPLATE VERSION 37-07/09/2021 SITE ACTIVITY REQUIREMENTS: GENERAL NOTES: 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITTEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: • (NTP) AND THE ISSUANCE OF A PURCHASE ORDER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH Wireless r CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION LLC. AND TOWER OWNER NOC & THE DISH Wireless LLC. AND TOWER OWNER CONSTRUCTION MANAGER. r 2. 'LOOK UP' - DISH Wireless L.L.C. AND TOWER OWNER SAFETY CLIMB REQUIREMENT: CARRIER:DISH Wireless L.L.C. s h THE INTEGRITY OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACILITY SHALL BE CONSIDERED DURING ALL STAGES TOWER OWNER:TOWER OWNER _ OF DESIGN, INSTALLATION, AND INSPECTION. TOWER MODIFICATION, MOUNT REINFORCEMENTS, AND/OR EQUIPMENT INSTALLATIONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE AND COMPLETENESS NORMALLY NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF THE SAFETY CLIMB OR ANY COMPONENTS OF THE CLIMBING FACILITY ON EXERCISED UNDER SIMILAR CIRCUMSTANCES BY REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMED THAT THE THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR AND/OR WORKPEOPIF WHO HAVE A WORKING KNOWLEDGE 5701 SOUTH SANTA FE DRIVE ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD PRACTICE. AS NOT EVERY LrrrLETDN, co 80120 ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENDED USE. ANY COMPROMISED SAFETY CLIMB, INCLUDING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED CONDITIONS MUST BE TAGGED OUT AND REPORTED TO YOUR DISH Wireless L.L.C. AND DISH Wireless LL.C. AND TOWER OWNER POC STANDARD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. OR CALL THE NOC TO GENERATE A SAFETY CLIMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. 3. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS OR METHODS OF 3. PRIOR TO THE START OF CONSTRUCTION, ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE OBTAINED. THIS INCLUDES, BUT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, IS NOT LIMITED TO, BUILDING, ELECTRICAL, MECHANICAL, FIRE, FLOOD ZONE, ENVIRONMENTAL, AND ZONING. AFTER ONSITE ACTIVITIES SEQUENCES, AND PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND AND CONSTRUCTION ARE COMPLETED, ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, FORMWORK, SHORING, ETC. JURISDICTIONAL REQUIREMENTS. SITE VISITS BY THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF THESE ITEMS AND IS FOR STRUCTURAL S 4. ALL CONSTRUCTION MEANS AND METHODS; INCLUDING BUT NOT LIMITED TO, ERECTION PLANS, RIGGING PLANS, CLIMBING OBSERVATION OF THE FINISHED STRUCTURE ONLY. Salient il 1{r PLANS, AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR THE EXECUTION OF 4. NOTES AND DETAILS IN THE CONSTRUCTION DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. THE WORK CONTAINED HEREIN, AND SHALL MEET ANSI/ASSE A10.48 (LATEST EDITION); FEDERAL, STATE, AND LOCAL REGULATIONS; WHERE NO DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED FOR IN AWHIIEM I` AND ANY APPLICABLE INDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION ACTIVITIES BEING PERFORMED. ALL RIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE 325 N.1 ft STREEr.SUITE 4DO PLANS SHALL ADHERE TO ANSI/ASSE AIO.48 (LATEST EDITION) AND DISH Wireless L.L.C. AND TOWER OWNER STANDARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. IF FURTHER CLARIFICATION IS REQUIRED CONTACT THE ENGINEER OF LEWISBURG,PA 17837 THE REQUIRED INVOLVEMENT OF A QUALIFIED ENGINEER FOR CLASS N RECORD. T:(201)5-31 R(201)560-9556 CONSTRUCTION, TO CERTIFY THE SUPPORTING STRUCTURE(S) IN ACCORDANCE WITH ANSI/TLA-322 (LATEST EDITION). 5. SUBSTANTIAL EFFORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST 5. ALL SITE WORK TO COMPLY WITH DISH Wireless L.L.C. AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN THE FABRICATION AND/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO ACTIVITIES ON DISH Wireless L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION OF ANSI/TIA-1019-A-2012 'STANDARD FOR FIELD VERIFY THE DIMENSIONS, MEASUREMENTS, AND/OR CLEARANCES SHOWN IN THE CONSTRUCTION DRAWINGS PRIOR TO RSO INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' FABRICATION OR CUTTING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. IF IT IS DETERMINED THAT THERE ARE (rY+ CM 6. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE DISCREPANCIES AND/OR CONFLICTS WITH THE CONSTRUCTION DRAWINGS THE ENGINEER OF RECORD IS TO BE NOTIFIED AS SOON AS J hh /JILAN POSSIBLE. AN ALTERNATIVE INSTALLATION FOR APPROVAL BY DISH Wireless L.L.C. AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH 6. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE WITH THE -04CHANGE OF INSTALLATION. EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CARRIER POC AND TOWER OWNER. rp A- AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, tel, 02832 flQ REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED 7. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS -1 OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, ORDINANCES AND APPLICABLE REGULATIONS. REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS ORDINANCES AND APPLICABLE REGULATIONS. UNLESS SPECIFICALLY STATED OTHERWISE. 8. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 9. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. IT IS A VIOIATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF CONSTRUCTION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS OF A UTO SED PRO SIORuALTER THIS �GINEER. 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE. PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY DRAWN BY: CHECKED BY:APPROVED BY: CONTRACTOR. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE EA NG PIERS AROUND OR NR 10 AN UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITED TO A) ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CARRIER AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE JER cwJ Icw OF INSTALLATION. FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL SAFETYD) TRENCHING AND EXCAVATION E) CONSTRUCTION SAFETY RFDS REV 20210610-V.0 PROCEDURES. 11. CONTRACTOR IS TO PERFORM A SITE INVESTIGATION, BEFORE SUBMITTING BIDS, TO DETERMINE THE BEST ROUTING OF ALL 11. ALL SITE WORK SHALL BE AS INDICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND DISH PROJECT SPECIFICATIONS, CONDUITS FOR POWER, AND TELCO AND FOR GROUNDING CABLES AS SHOWN IN THE POWER, TELCO, AND GROUNDING PLAN CONSTRUCTION LATEST APPROVED REVISION. DRAWINGS. 12. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DOCUMENTS 12. CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, AND TRASH AT THE COMPLETION OF DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF DISH Wireless L.L.C. AND TOWER OWNER THE WORK. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND SUBMITTALS DISPOSED OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REV DATE DESCRIPTION 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. A 7/27/2021 PROUMIYRY WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY B 8/13/2021 MISSED PER GOMAENTS THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF DISH Wireless L.L.C. AND TOWER OWNER, AND/OR LOCAL UTILITIES. BASIS. D 8/=/=21 REYsa PER COMMEH6 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE D 10/1e/wn MM PER CDvexTs REQUIRED BY LOCAL JURISDICTION AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EQUIPMENT, ROOMS, AND SHELTERS. E 11/30/=21 RnSED PER COMMENTS 0 2/27/2022 ISS13=FOR PERMIT FILING 15. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER AREAS. 16. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE A&E PROJECT NUMBER APPLICATION. NYNYCO2219A 17. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION AS SPECIFIED ON THE CONSTRUCTION DISH Wireless L.L.C. DRAWINGS AND/OR PROJECT SPECIFICATIONS. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF NYNYCO2219A REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 7055 MAIN ROAD 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY MATTITUCK, NY 11952 DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS SHEET TITLE REMOVED FROM THE EXISTING FACILITY. ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED GENERAL NOTES LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY SHEET NUMBER BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT GN-2 BE PLACED IN ANY FILL OR EMBANKMENT. DISH WMel-LLC.TEMPLATE VERSION 37-07/09/2021 CONCRETE. FOUNDATIONS. AND REINFORCING STEEL: 16. ELECTRICAL METALLIC TUBING (EMT) OR METAL-CLAD CABLE (MC) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE DESIGN 17, SCHEDULE 40 PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE 80 PVC FOR ALL ELBOWS/90s AND ALL APPROVED ABOVE AND CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. GRADE PVC CONDUIT. 127 2. UNLESS NOTED OTHERWISE, SOIL BEARING PRESSURE USED FOR DESIGN OF SLABS AND FOUNDATIONS IS ASSUMED TO BE 1000 18. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TiTE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION psf. OCCURS OR FLEXIBILITY IS NEEDED. d.*.sh 3. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) OF 3000 psi AT 28 DAYS, UNLESS NOTED OTHERWISE. NO 19, CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED. SET MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY THE ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE. �������+�+��••���� TEMPERATURE OF CONCRETE SHALL NOT EXCEED 90'f AT TIME OF PLACEMENT. 20. CABINETS, BOXES AND WIRE WAYS SHALL BE LABELED FOR ELECTRICAL USE IN ACCORDANCE WirH NEMA, U4 ANSI/IEEE AND THE 4. CONCRETE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN AIR ENTRAINING ADMIXTURES. AMOUNT OF AIR ENTRAINMENT TO BE NEC. 5701 SOUTH SANTA FE DRIVE BASED ON SIZE OF AGGREGATE AND F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USED TO BE TYPE 11 PORTLAND CEMENT WITH A LITTLETON, CO 80120 MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 21. WIREWAYS SHALL BE METAL WiTH AN ENAMEL FINISH AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARDS 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. ALL (WIREMOLD SPECMATE WIREWAY). SPLICES SHALL BE CLASS 'B'TENSION SPLICES, UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD 90 DEGREE HOOKS, 22• SLOTTED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANDUIT TYPE E OR EQUAL). UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 23. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON-PERFORATED STRAPS AND HANGERS. EXPLOSIVE #4 BARS AND SMALLER 40 ksi DEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN DIRECTION TO Sa #5 BARS AND LARGER 60 ksi ROUTE AROUND OBSTACLES SHALL BE MADE WiTH CONDUIT OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANUKE MANNER. PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SHALL BE FISHED TO CLEAR Salient 6. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPED FLUSH TO FINISH GRADE TO PREVENT CONCRETE, PLASTER OR DIRT DRAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED AFZ(>irrE=MIC • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. 325 N.10th STREET,SURE400 24. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET LEWISBURG,PA 17837 • CONCRETE EXPOSED TO EARTH OR WEATHER: T.DRD s6!-003z R.Gm 364`9 STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR •y1kn°°d^'�* • #6 BARS AND LARGER 2' EXTERIOR LOCATIONS. • #5 BARS AND SMALLER 1-1/2' 25. METAL RECEPTACLE, SWITCH AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED OR NON-CORRODING; SHALL MEET OR • CONCRETE NOT EXPOSED TO EARTH OR WEATHER: EXCEED UL 514A AND NEMA OS 1 AND BE RATED NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR ��p,E1�AgC BETTER) FOR EXTERIOR LOCATIONS. tis^ g J, • SLAB AND WALLS 3/4' 26. NONMETALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2 (NEWEST REVISION) AND BE RATED • BEAMS AND COLUMNS 1-1/2' NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR BETTER) FOR EXTERIOR LOCATIONS. -a 7. A TOOLED EDGE OR A 3/4' CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNLESS NOTED OTHERWISE, 27. THE CONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CARRIER AND/OR DISH Wireless L.L.C. AND Oi IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. A D2832� �flQ� 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE ELECTRICAL INSrAeTEON NOTE& WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. 1. ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, NEC AND ALL APPUCABLE 29. INSTALL LAMICOID LABEL ON THE METER CENTER TO SHOW 'DISH Wireless LLC.'. FEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A METERED MULE TAPE PULL CORD INSTALLED. 2. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED R IS A VIOIATION OF LAW FOR ANY PERSON. HAZARDSAND TRIP ARE ELIMINATED. UNLESSA LICENSED PROFESSIONAL ENGINEER ON 3. WIRING, RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WiTH THE REQUIREMENTS OF THE NEC. TO ALTER TMS DOCUMENT. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC, DRAWN BY: CHECKED BY:APPROVED BY: 4.1. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF JER CWJ CW THE NATIONAL ELECTRICAL CODE. RFDS REV#: 20210610-V.0 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 22,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE CONSTRUCTION RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. DOCUMENTS 5. EACH END OF EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, AND TELCO CONDUCTOR OR CABLE SHALL BE SUBMITTALS LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, i/2' PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR REV DATE DESCRIPTION EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WiTH NEC AND OSHA. A 7/27/2021 PREUMINARY 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING THEIR RATED VOLTAGE, PHASE a 8/13/=1 WASED PER COMMENTS CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACiTY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARD AND CIRCUIT C M/20/2021 REV'@D PFR OG MENTS ID'S). 0 1C/1e/21121 REVISED PER wMentrs 7. PANEL BOARDS (ID NUMBERS) SHALL BE CLEARLY LABE 11/30/2021 REV®PER COMMENTS MENSELED WITH PLASTIC LABELS. C 2/23/2022 ISSUED FOR POW FILING TIE WRAPS ARE NOT ALLOWED. 9. ALL POWER AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE COPPER CONDUCTOR (#14 OR LARGER) A&E PROJECT NUMBER WITH TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. NYNYCO2219A 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE COPPER CONDUCTOR (#6 OR LARGER) WiTH DISH Wireless L.L.C. TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THIN, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PROJECT Wireless INFOL.L.C. ATION 11. POWER AND CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONDUCTOR, TYPE SOOW CORD (#14 OR LARGER) UNLESS NYNYCO2219A OTHERWISE SPECIFIED. 7055 MAIN ROAD 12. POWER AND CONTROL WIRING FOR USE IN CABLE TRAY SHALL BE MULTI-CONDUCTOR, TYPE TC CABLE (#14 OR LARGER), WITH MATTITUCK, NY 11952 TYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SHEET TITLE BETTS (OR EQUAL). LUGS AND WIRE NUTS SHALL BE RATED FOR OPERATION NOT LESS THAN 75' C (90' C IF AVAILABLE). GENERAL NOTES 14. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WiTH NEMA, UL, ANSI/IEEE AND NEC. SHEET NUMBER 15. ELECTRICAL METALLIC TUBING (EMT), INTERMEDIATE METAL CONDUIT (IMC), OR RIGID METAL CONDUIT (RMC) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. /+N-3 DISH WI.I-L.L.C.TEMPLATE VERSION 37-07/09/2021 V V 4 GROUNDING NOTES, 1. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION AND AC POWER GESS) SHALL UNIPOLE NOTES: • BE BONDED TOGETHER AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. V/ 2. THE CONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR 1. THE SCOPE OF THESE PLANS INCLUDES ADDING ANTENNAS, RRH(S), AND CABLES TO AN EXISTING UNIPOLE. GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO 2. THE PLANS HAVE BEEN PREPARED USING INFORMATION OBTAINED DURING A SITE VISIT, AND ON INFORMATION PROVIDED TO THE ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ARCHITECT BY LESSEE. IT IS ASSUMED THAT ALL INFORMATION PROVIDED BY LESSEE ACCURATELY REPRESENTS THE DESIGN AND s h 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO CONSTRUCTION OF THE EXISTING UNIPOLE. w■ � PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT AND PROVIDE TESTING RESULTS. 3. THE FIELD RECONNAISSANCE WAS LIMITED TO WHAT COULD BE OBSERVED SAFELY FROM THE GROUND. THE ARCHITECT DID NOT CLIMB 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY THE UNIPOLE OR PERFORM ANY SUBSOIL INVESTIGATIONS. 5701 SOUTH SANTA FE DRIVE BONDING ACROSS THE DISCONTINUITY WITH 6 COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. LITTLETON. CO 80120 {y 4. CONSTRUCTION OR FABRICATION MAY NOT COMMENCE UNTIL A STRUCTURAL.ANALYSIS IS PROVIDED TO THE CONTRACTOR AND BUILDING 5. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS DEPARTMENT. WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS 5. CONTRACTOR(S) RESPONSIBILITIES HA INCLUDE BUT ARE NOT LIMITED TO THEFOLLOWING, EQUIPMENT. A.INSPECT THE VISIBLE PORTIONS OF THE FOUNDATION AND MONOPOLE SUPERSTRUCTURE FOR ANY SIGNS OF DEGRADATION OR 6. EACH CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL IMPROPER INSTALLATION. EQUIPMENT GROUND WIRES, #6 STRANDED COPPER OR LARGER FOR INDOOR BTS; #2 BARE SOLID TINNED COPPER FOR OUTDOOR BTS. B.VERIFY THAT THE EXISTING MONOPOLE CONFORMS IN ALL APPARENT RESPECTS TO THE INFORMATION PROVIDED IN THE STRUCTURAL ANALYSIS, AND THAT THE EXISTING ANTENNA LOADING DOES NOT EXCEED THAT SHOWN IN THE ANTENNA LOADING TABLE. 7. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE C.CONTRACTOR SHALL RECORD AND REPORT ANY DEVIATIONS AND DISCREPANCIES, DURING CONSTRUCTION, THAT WILL AFFECT THE sa OF THE GROUND BUS ARE PERMITTED. APPROVED OVERALL DESIGN TO THE ARCHITECT, DIRECTLY. D.REPORT ANY DEVIATIONS OR CONCERNS TO THE ARCHITECT, AND AWAIT WRITTEN INSTRUCTIONS BEFORE PROCEEDING WITH Salient 8. ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE GROUND RING SHALL BE #2 SOLID TINNED FABRICATION OR CONSTRUCTION. COPPER UNLESS OTHERWISE INDICATED. Af2CHnU .=UC 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 325 N.1 Lhh STREET,SUITE 400 LEVASBURG,PA 17837 10. USE OF 90' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY T.aDI)SE/ 2P.R01156T 7sss SUPPORTED. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 12. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR AND EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. �5!;av A4q�, 13. COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD CONNECTIONS. $U'Hy'Sfh 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND [1 BAR. 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND Av CONNECTIONS. 428321 �@ 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL �O 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 18. BOND ALL METALLIC OBJECTS WITHIN 6 ft OF MAIN GROUND RING WITH (1) #2 BARE SOLID TINNED COPPER GROUND CONDUCTOR. R 15 A VIOLATION OF LAW MR ANY PERSON. 19. GROUND CONDUCTORS USED FOR THE FACILITY GROUNDING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED UNLESS A THEY ME CLING UNDER THE HE DIRECTION THROUGH METALUC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR TO ALTER MS DOCUMENT. SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL NONMETALLICFEfEq HECKED BY:APPROVED BY: CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e.,NONMETAC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. CWJ I Cw 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO ABOVE GRADE MUST BE #2 BARE SOLID TINNED COPPER IN 3/4- RFDS REV 20210610-V.0 NON-METALLIC, FLEXIBLE CONDUIT FROM 24- BELOW GRADE TO WITHIN 3'TO 6' OF CAD-WELD TERMINATION POINT. THE D(POSED END OF THE CONDUIT MUST BE SEALED WITH SILICONE CAULK. (ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). CONSTRUCTION 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE DOCUMENTS TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO SUBMITTALS THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER UNE REV DATE DESCRIPTION (FERROUS OR NONFERROUS METAL PIPING ONLY). DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. A 7/21/7021 PFnMK Y B 8/13/1511 REV®PER CAIOFMS C e/10/=i REVISED PER OOIB@R9 D 10/15/7021 REVED PER COLAFMS E 11/30/7071 In=PER 00I ENTS 0 2/7.7/2072 ISSUED FOR PERIC FILM A&E PROJECT NUMBER NYNYCO2219A DISH Wireless L.L.C. PROJECT INFORMATION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 DISH Vfimlees L.L.C.TEMPLATE VERSION 37—07/09/2021