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HomeMy WebLinkAbout48314-Z �o�Og�fFOlkcpGy Town of Southold 10/27/2023 P.O.Box 1179 C2 53095 Main Rd wo4k �oo� iii Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44698 Date: 10/27/2023 THIS CERTIFIES that the building WIRELESS COMMUNICATION SYSTEMS Location of Property: 7055 Route 25,Laurel SCTM#: 473889 Sec/Block/Lot: 122.-6-35.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2022 pursuant to which Building Permit No. 48314 dated 9/21/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Dish Wireless colocation to existing onopole and associated ground equipment as applied for. The certificate is issued to Laurel Stone Sply Plus Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 48314 1/20/2023 PLUMBERS CERTIFICATION DATED P (-.,\ (""\ /? Aut ri ed S' n tore r°�gOfFOI� TOWN OF SOUTHOLD u � BUILDING DEPARTMENT CO2 x TOWN CLERK'S OFFICE y�• �� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48314 Date: 9/21/2022 Permission is hereby granted to: Laurel Stone Sply Plus Inc 6865 Route 25 Mattituck, NY 11952 To: Construct Dish Wireless colocation at 85' a.g.l. and the addition of associated ground equipment to the existing monopole, with Planning Board approval. At premises located at: 7055 Route 25, Laurel SCTM #473889 Sec/Block/Lot# 122.-6-35.4 Pursuant to application dated 4/28/2022 and approved by the Building Inspector. To expire on 3/22/2024. Fees: WIRELESS COMMUNICATIONS-MODIFICATIONS $500.00 CO-COMMERCIAL $50.00 Total: $550.00 Building Inspector so�TyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Laurel Stone Supply Plus Inc Address: 7055 Route 25 city:Laurel st: NY zip: 11948 Building Permit* 48314 Section: 122 Block: 6 Lot: 35.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Charles M Dwyer License No: 4278ME SITE DETAILS Office Use Only Residential Indoor Basement Service X Commerical X Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: Manual Transfer Panel 200A w/2-115 & 4 -220 Breakers Used, Feeds Cabinet Notes: Meter Main and Service Panel w/ Cabinet Inspector Signature: Date: January 20, 2023 S.Devlin-Cert Electrical Compliance Form s 0 77& TOW OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION I FOUNDATION 1ST ROUGH PL13G. FOUNDATION 2ND INSULATIOWCAULKING FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O RENTAL REMARKS: hlelffZ /V6 A fAlt r-cl, 5-- m -014 R b, e�' Co&r. v - !7,0 cz t)/,?A if ka o-tat?,ti cl rl,w A OCQ� 6 DATE INSPECTOR OF SOUTyo� l -::;51 Lf —7V ` --- # # TOWN OF SOUTHOLD BUILDIN DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) (FINAL) [ ] CODE VIOLATION /[ _] PRE C/O [ ] RENTAL REMARKS: f. 4 / DATE INSPECTOR .� OF SOUIyO� # * TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOW HULKING [ ] FRAMING /STRAPPING [ FINAL&1h ,&lU [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ►� mv,61 ceA- coruwAtwa � Dov DATE 3 ZO WV INSPECTOR q�In� ) �-I OFFICE LOCATION: MAILING ADDRESS: Town Hall AnnexP.O. Box 1179 54375 State Route 25 ®��®� S�U��°®� Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov ��COUNTY,�� PLANNING BOARD OFFICE TOWN OF SOUTHOLD ! ' `j OCT 2 0 2023 October 19, 2023 BUB pNGgFT .. TOWN :"' 601717 'q :� Fran Kehoe Comcell Construction Corp. 1373 Lincoln Avenue Holbrook, NY 11741 Re: Approved 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 Ms. Kehoe: The Planning Board has found that the requirements of the above-referenced Amended Site Plan have been completed based on the site inspection made September 21, 2023 and the September 25, 2023 Planning Board work session. The site is now in conformance with the Approved Amended Site Plan for "Dish Wireless @ Laurel Stone" prepared by Charles J. Whelan, R.A., dated July 27, 2021 and last revised February 23, 2022, and supports the issuance of a Certificate of Occupancy. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. 1 �Re tful , Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer ly U E Sa Salient OCT 2 4 2023 ARCHITECTS,LLC 9/13/2023 Building Department Town of Southold Town of Southold Building Department 54375 NY-25 Southold, NY 11971 AT&T Centerline Communications Site ID: NYNYCO2219A Attn: Victoria Brennan Site Address: 7055 NY-25 5550 Merrick Rd(Suite 302) Laurel, NY 11948 Massapequa, NY 11758 Scope of Work: DISH Wireless/New Site Build Construction Drawings:Rev. 0 dated 2/23/2022 Town Inspection: 3/20/2023 Building Permit Number:48314 Certification of Project Completion Salient Architect, LLC has reviewed Photographic Documentation provided by the General Contractor (GC)of the completed installation from afield visit conducted by the GC on 1/28/2023. The Photographic Documentation was evaluated against the approved Construction Drawings;this inspection does not cover any work that does not pertain to the above referenced approved Construction Drawings. Based upon our findings, all work was done in accordance with our approved Construction Drawings; Building Permit#48314;and all applicable NYS Building Codes. Photographic Documentation taken during the Inspection is available upon request;please contact our office with any questions. Sincerely.,� Ed,l{p i f� OF Charles J. W e art Registered Architect NYS License#028321 325 N. 10th Street,Suite 400, PMB 198, Lewisburg, PA 17837 • (201)567-0032 • FAX(201) 567-9556 www.salientassociates.com FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) -- i � i i i------------------------------------- FOUNDATION (2ND) z 0 ROUGH FRAMING& - PLUMBING n,� 1 Iv N ' I r INSULATION PER N.Y. "3 STATE ENERGY CODE AA FINAL k'�Mi AV- ON I� ADDITIONAL COMMS TS Oc 9 a2 �u ieg �/03 0oS' = 911 3112 l G rn 60ai- ro v W � N � z x r� x d r� b y j f \psus�a `�F fi a b. TOWN OF SOUTHOLD— y Town Hall Annex 54375 Main Road P. p,BoBUILDING 11179 SoutDEP`�RTMENT Telephone (631) 765-1802 Fax (631) 765-9502 htt s;//outhOld, NY 11971-0959 www.southoldtownn ov APPLICATION FOR BUIL ,/� DING PERI�/IIT Date Received G For Office Use Only PERMIT 110. 6 3 (� Building Inspector: Applications and.for ms mustlie,filled:o �p aPPiicasions wllCriot tie.accepted• Nh ut nthetr`i tretii.Incottiplete' 8 2022 Owner' .Authoriza'tion form 1pa$e 2 Sire the gpp giant is notahe:cieriiQ,ati• BUILDING hahbe`cprimpleted:i' T DEPT Date: OWN OFSOUTHOLD AWNER(S)OF PROPS Name:-_—auel Ston-e- --_u_.PP•I•YP us In M Protect Address: _ 7055 _.. #100 2 Main -6 4 -•� Road Phone Mailing Address: Email:-- • ' - - 16,I ------ -- - CONTACT PERSON: - -. L7 �1 ►. 01. w ,a •� .,: - •s' .;:a'�.�.-:'..est.:: ----- ---7=_ �l'SS'Z Na atrick O Rourke Mallmg Address: - - s'5550 -.._..._.... .-.... - k _ ..._._... Merrlc R - ---- a -.-_-- —___- _oad,Suite 302, Massa _e ua NY 11758 Phone#:516-557- 2398 _..-....-_-.P_quP -- IDESIGN:PROFESSIONqI - - EmaiL•patrlCk@ - _._ - iNFORtVIATiONc:. �;,- ,r� ,•.,,,,. brennanshore.cOM _ N � - - ame, Salient - -"� -- - Ar - ---- - chltects LLC y- s t ,•. i i ��S •Ys,h• _M__..a.._i-ling Address: 2 N '"" �- •- " th Ph ------- - — et—Suite-400 Existing use rope , F'RUPERTY;INFORMATIQN Of P rty SuPPIy l yard/teecommunication - s facility Intended use ofproperty: Zone or use district in which premises is situated: elecommunications facility B" General BUSIIIe$S Are there any covenants and restrictions with respect to Chick Box . • - -.. _..._..-.__ After.Readiri g The owner/c • property? Yes ®No IF YES, PROVIDE A COPY. Chapter 236 of thi..Taw�Code;APPU ontractor/design Professional is respoiisablq for atl drains ' A'- -- 4~-- - Ordinance of the 70 CATION:IS-HEREBY s` gesanrl"stoim" w , " wn ofSobthotd fV1A�F to.ih'e BuildiriG DBPrfingrif for the,iss�ience of a Buildin p watei Idsues�s 'rte additfotis;ajter3tions or for removal as r dc'nj�jition as �` F d.1;y ty New Yolk aiidother a'iicalile u' .,8:,erma pursuant•to the it_dmg Zone housing code and •herein described,Tfie a W$ Ordinances oERegtilations;�for ttie co,�struMibn of 6ui regulaYlaq;and Yo`admif authoiiied tiispectors on'preiniscs and t bui(din' * ,` grees.to compiY.with a0 appiicabie Ipws;o�dinarices'Buil „ punishable as a Ctass'A mtsdei,eario"r pursuant to'Sectton•210.45 of tFie'Nayu,yark State penaj Sfs)fornecessaryins e'� _.., p-cUogs Eatse s mma eets" ' erejn'aie' Application Submitted By(print name):Patrick O'Rourke Signature of Applicant:. %�� BAuthorized Agent Q r` . . Owner f Date: y �� STATE OF NEW YORK) SS: COUNTY OF ) Patrick O'Rourke being duly sworn, deposes and says that(s)he is the apQlicant Name of individual signing contract)above named, (S)he is the Authorized Agent of said owner or owners,and is duly au(Con tractor for Agent, Corporate Officer,etc.) erform application;that all statements contained in..this application are true to the best of his/her ` e performed the said work and to make enc(file this that the work will be performed in the manner X7Q?AN' / knowledge and belief;and Sworn before me this Notary Public, State of New York file therewith. No.Oi AK6341007 ` Qualified in)Queens County day of CO 2�,% Expires May 02, 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 my behalf to th Tow f Southold BuildingDe artment for a to apply on p pproval as described herein. Owner' Signature lvk 2—Z-- Edward Robert Schmidt Date Print Owner's Name 2 e OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex 0��QUr P.O.Box 1179 54375 State Route 25 � y® Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) �� !� Telephone: 631 765-1938 Southold,NY li www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD DD � September 13, 2022 S E P 2.022 BTJMDING DEPT. Patrick O'Rourke TOWN OF SOUTHOLD 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 coloration (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 f Southold Town Planning Board Page 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, makes 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 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 1 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 Page 14 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, r Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map; Town Engineer w/map OFFICE LOCATION: MA ANG ADDRESS: Town Hall Annex flF SO P.O.Box 1179 64375 State Route 25 O�� y0� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone:631 765-1938 Southold,NY www.southoldtowuny.gov ® ® yo f�C0001� 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 SEAR 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. Y 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 56.3% 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. 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 S 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 �oSUFFoc,�oo ��o Gym BUILDING DEPARTMENT-Electrical Inspector c TOWN OF SOUTHOLD W pro Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802 Temporary Certificate # Date IpIq 2022 Customer Name I L /e/ P Electrician Name jh Lem C/t yjG��n Address -7055 ef ZrlNln Phone 3q?— Sq& - y&& 7 e-mail - e-mail tn-f)' U-eVQ a Gd �o'ee, US Phone 3 -7 W -y(p&7 License# �Z,3 6 M E Size " _A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verificati for 9 ays the d �kcve. Authorized by f, ®5�►FFog�� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD g ' Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 yiy r Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a�southoldtownny.gov— sea ndCaD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 12/06/2022 Company Name: J.A. Lee Electric Inc. Electrician's Name: John Lee License No.: 4236ME Elec. email: mfigueroa@jalee.us Elec. Phone No: 347-546-4667 ®1 request an email copy of Certificate of Compliance Elec. Address.: 1 Seneca Court, Dix Hills, NY 11746 JOB SITE INFORMATION (All Information Required) Name: Dish Wireless LLC Address: 7055 Main Road Mattituck NY Cross Street: Phone No.: 347-546-4667 Bldg.Permit#: 48314 email: Tax Map District: 1000 Section: 122.6 Block: 6 Lot: 35.4 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Utilize existing meter bucket 200AMP for Dish Wireless Telecommunications Square Footage: 100 Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: El YES 0 NO Issued On Temp Information: (All information required) Service SizeF—xl1 Ph❑3 Ph Size: 200 A #Meters Old Meter# ®New Service❑Fire Reconnect[]Flood Reconnect[:]Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: r7-1 PAYMENT DUE WITH APPLICATION DEC 8 2022 e- -. 0 lJ 12,dr uUILD TG DF'J7,1'7-. .y BUILDING DEPARTMENT- Electrical InspectT,T ,.i 1 TOWN OF SOUTHOLD U Town Hall Annex - 54375 Main Road - PO Box 1179 a Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 'r• rogerrAsoutholdtownny qov- seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/28/2022 Company Name: Charles M. Dwyer Inc Name: Charles Dwyer License No.: 4278-ME email: nicoler@com-cell.com Address: 1373 Lincoln Avenue Holbrook NY Phone No.: 631-654-5915 JOB SITE INFORMATION (All Information Required) Name: Dish Wireless J G}C to Address: 7055 Route 25, Laurel b Cross Street: Bay Avenue ���0(97 Phone No.: Bldg.Permit#: 48314 email: Tax Map District: 1000 Section: 122 Block: 6 Lot: 35.4 BRIEF.DESCRIPTION OF WORK (Please Print Clearly) 1-200amp feeder, 2-2pole 40amp rectifiers 1-2pole 20amp rectifier, 2-1 pole 15amp gfci, do wiring of customer's equipment Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: ES / NO Issued On Temp InformatioUIP (All information required) Service Si;e. 3 Ph Size: A # Meters — Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1013112-Z Ci4 34245 Bp.# 4s3lq R6C 103 00 Request for Inspection Form.xls PERMIT# Address: Switches " Outlets GFI's kk Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments APPROVED ASNO ED ^j�CUPANCY OR DATE: - - .P� 3 USE IS UNLAWFUL FEE'$5''V.w BY. WITHOUT CERTIFICATE NOTIFYBUILDING DEPARTMENTAT 631-765-1802 8AMTO4PMFOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING A 3. INSULATION 4. FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTSOFTHECODESOFNEW G�af'r�►C'LY VG`(TH �;!_.L. G�Ji�ES OF YORK STATE. NOT RESPONSIBLE FOR NEW YORK STATE & TOWN CODES DESIGN OR CONSTRUCTON ERRORS AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA - 9��j" a"SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.`4 DEC' RETAIN STORM WATERRUNOFF PURSUANT TO CHAPTER2 OF THE TOWN CODE. g w e r9s 20'0 l i�, m • SCOPE OF WORK SITE INFORMATION PROJECT DIRECTORY Ll s ` � wlwPnrwa+maxwar EAxaPALLNwwaum:usvE Lm.wxmwTrn sxuAmluLx,xr"teu,n.,Dx.LDwp . "DI DEPT UP.IC Li O'D". dw*-.snF!o 5711_S— FE G- (Mm�mSlm E 11 PxONSEDPPoETI� CTON m 00120 TTT3� S wau lly PR,>tosm Iwa CDxD�usrt"s )III • w�s;NLNL.((1I PPaPosm Tum mxauR LmMr: saPFDu cauNlr Dmww: D]s xRlom snYEr.start Maa vAdrelessTPm : w5xV1 l;FRO O a pLo- wm c lx D w}. x pKi a PA,w]) �i� ein wLTACC PRwEinl]xxE(mrl law ax� la6p x)�ara �y (� Sy NxurveE(wD s»: war Aln,r w - FI(rov laulunj l xaaxc awlsDlcaal. 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NY 11952 BUSS BAR PLAN BUSS BAR ELEVATION ANTENNA GROUNDING °nE°amcE cWuxe ma ELEVATION SHEET nrlE Qr rom 1°r Wunxa+Buss B.N a ro eE xzcxlNrrur W»om m raorosm Ixlmx.xouxr. GROUNDING PLANS aErm m Dux iu.m EEc.aMuxovis mlm AND NOTES BNEEr XVNBEx G-1 1'ICAI ANTENNA GROUNDING DETAIL o z GROUNDING KEY NOTES o 3 DISH wiwe-LEc.nYPUiE YFAsiox er-D>/OB/coal NOTES ­w wwu 0­`FOR d .sh. APPROVED BY 0-1 PLANNING BOARD TOWN OF SOUTHOLD 0)) Salient DATE M ARCHITEIM UC h4- 4' A, p 6- 1. cw FRONT ELEVATION R": CONSTRUCTION DOCUMENTS NOT USED H-FRAME GROUNDING DETAIL Q s-- ""IE ocscawnon NOTES RroPoM MOO vvma as FRO- --ORR, NYN CO2219A 7055 MOAD na.EE im) ammo Pec co MATTITUCK,AIN NYR11952 GROUNDING DETAILS ROR. 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N,j, s/e MT rwlw Grel � MnMggqq .,f(T' y,�•- ', �eAS1'T {� 11M�N ASC WPP[M $��21 ,• I I ,' 'POMLIWC mb6IXN O ,19 fr,wl SS 3! �.�' i I �l J /1•CIIVSXE➢SIM tl1 8/3 MT rMxfM(M) .r v T6}wxxL ro s/s xur clml `/`.`; ti^' u.aaM�im1p°P �� ti m ixsTu,m v aauxm /qy �_._ ____—{ oRawn ur.o+EcaEo er. 20PiY cOxOUCioP +ER Br mm9n caouxo 9xc Zero.In•wM.a._o. III RI 1: 1021111111 ago slm IOOLO�8S°p07 CONSTRUCTION DOCUMENTS LUG DETAIL Q NOT USED ROD WITH INSPECTION SIEEYE 1 - 16 11.— F MTE BESCRI APPROVED BY � "® PLANNING BOARD ' .GE PBWECi MuuOEA TOWED OF SOUTHOLD NYNYCD2219A niEar DIS, OJE �In—'0' DATE q i l,�20l z NYNYCO2219A ttt 7055 MAIN ROAD MATTITUCK, NY 11952 ( � swEEr"LE GROUNDING DETAILS G-3 NOT USED ] NOT USED 8 HOT USED 9 aax M,w®EEc.mMrt sEr®M n-as/w/aom RF JUMPER COLOR CODING °/''isc WmiNz wm 3/4'SP—G x.`Axl2hFDMSE• -..•.,,-::r . �:wr[E w• ... 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(gam ovcE wDv OBER JUMPERS TO RRNz oN0 RM NW ONm uRI RW Iml MPN AWo wcN lA Rw10 w IPu nAtl Im[ �Pw[nva• Mr SIU :EO¢3 `.IUA': 'aMGI :vml q :� n� � eYe G�ECaEO mom'OiGPM'FD az POWER CARIES TO RRNx b1.0 AN wCx ONm NLN WO FM NEOS REV/ 0-VA roxER cxs_c..,w a.l.x CONSTRUCTION iP"c 111 Ykn .d,1 IaEs' am Lam, DOCUMENTS NOT USED 3 �Ef �,E 0.EV Wik xI0E5CMVNOx f/D/ml rmaftwv FD. �/ mlLan K.m RET YOTORS AT ANTENNAS La / / Ma / / V�® B® o to/n/ml ROwR rot mxms Van/ml S+am IP tvxbn G BOARD -E PROACT e.DMBER ltr GVS� SOUTHOLD NYNYCD2219A 015x weJ,>.Lu MICROWAVE RA010 DNRs ONaNm xaNOm q o-lm n[um rgnum urunl PE l:o-zw Plum Wu1ii0N 'rTPNOI AOwO q zw-1N D[OPSS �2� 7055 MAINZ ROAD uow,w.xw,R vwE uaa vart .w¢ romE xxnc MATTITUCK,NY 11952 .q i.bx.>y'Nwna[ rla �a+c• 'aM OMU Mm1 � .. —R TIRE RF.-. R>� •.rt moR CABLE COLOR CODE sxa�xuMaER RF-1 RF CARLF COLOR CODES NOT USED xR 4 015M wl,zla Ek 1DWT[vmL[n 37-DT/w/mm E a a mxxEm� M Y.Eq m. N Ym Yx� mxxmmY �(s) PG.0) wWmN d * sh 1mY CN[x�Pil�NFiiP¢YDO.mutmxO 5R1F4 B I I4 ��IIE WsaNaY IXOINIAWD YRH IxSPECDOx r, ® Y.PpYDE DrtpIgYPIpN CWKOf � NWY �100xiVwlE Yml _ Nn SUR.R OgvE _ �I� wrt xnaw, xD D.w °unicTon.ca eo 3 ,m aouxs xaD amt xsrmmx s— 'IF., r .apaDsorruc uw ux.wu uscxuavmus sxac Par<srrtcn � � wmrurt aE..r � YEva � r��euruw nirtx S� DUPvx gmwraE tiw� u3rmr r w NYIDxrI EWCWC CODE Dwux mm xccwnuE sur xnrtpx acme q�xE�Y mxc mDYgE(°>YD MYP= �m ? Salient xn m sauc s�xE pE,Em�Dx(o<, O '°°°"` �xrE,Y.,m,YwL,N.D,rDpmmx aRctnrars uc P/D IID-I-IphWD/3rNaM f1-D�DmxD O �"",� CW mWYN PxYWv RYnO CYIDIET crux ma nna —.—.—.—•— Ex vv PPDwpnxD PnawvwD SE4E�'�O .omnmwrt umx racE a o--O—fl mxe rsr w,ms Pw muurc tour � 1 'y/J, 51pYCR4tE � PY P Pm=auN�D� APPROVED BY PLANNING BOARD flQ mY 9 rJ,, '"i0 d0°d'i° ` wY mYn DN TOWN OF SOUTHOLD � .s,a aq.axD •• �wmPo.Ex —u,—uw—ucP—Ym—uPP- on Doan uYa PfYo,Eoe . DATE I.3�'�2-L- u EKx OfNfAOYxp Y4W —Y4T—YYr—UCT—tEE—Ym— m xmlxlEil OpnWmaa qDp Ru<cs.mOrt vuiti Mr .rmxn a+wxw PDa'ER —a.—ar----ewer-�— n. m�mw xv+mE wc,D xun I' �•r,��'�` ti��.""' av91xF/O mm �-our—ar-4rt—om— EK ¢IcmW YRY1K NBxa RFYOm FIDW Yxrt ��-1� PRAWN BY:Cr¢CNED BY:�vfmlrvEO Yr uxvwraau mto/rortn —um/p—umR—um/P—um/P uxD —� —,a9—I6P—KP—IaP— EmpE VFq CW —Im—ML—Yir—KI—.4T— ® SY9a imEcuim K�DEVY4 Lv/: 031D61a-V 0 cmu.m mco/PD.cq —n—K p—Kr/P—. /p— x CONSTRUCTION .Dn,D�xr •.P. DOCUMENTS smiwx ussv�nx:E f-=h—� rKiun wiwrKE wuE —1— I u°1— �J qx�(m) qEV °nlE pEscgwMlx rcYm xvwExcE r¢n cpncncrz xMP181O1 ./,�, �aw.ms POY .a of uusarw mo a Avmcx. o w,+/+mr xrm rKE x sw Ix _ ivwam.rm oY.m r0M mr mP or rouxvlxx raw�asuraKE Iw I PuIE 1p—,O m0I 10P of Sml ♦kE PgoJEtl xUNBEq rooaND IOP 9r aYL NYNYCO2219A wvKs ww[ —K ciu T�VCY Ixl6 PVPmi P°xuiECr D cv cuvuo:m uta Ymoawma anmsssc NYNYCO2219A ve.E PmmawxD smEsr �wrs unhE�xu ��mE°o.o.uxumus rrs� 7055 MAIN ROAU gpunp MATTITUCK, NY 11952 aiAw srmor ms YomE sma(a PDxm PLwD DuvumFD �x gllO SHCfl TRE w/ LEGEND AND arWan/ �� ABBREVIATIONS qWM SxtET NwBEA unEwop radio qwc xT 1°�r noes GN-1 LEGEND ABBREVIATIONS d91 Y1nYee LLt.mNulE VFRSiOX 1i-D>/➢J/3a3f cTs A[`TIVIIY RPOHRFNFNTG AVO' I, NOTICE TO PROCEED-10 WORK SHALL COMMENCE PRIOR TO CONTRACTOR B'IM INC A WRFIEN NOTICE TO PROCEED 1.FOR THE PURPOSE OF CONSTRUCTION OPAWWC THE MUOWING DEFINITIONS SHALL APPLY: d1sh (HTR)AND THE 15 LAME OF A PURCHASE ORDER.PRIOR TO ACCESSING/ENTERING WE WE YOU HAST CONTACT THE DISH Wirvlvaa CONTRACTOR:CENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION LLC.AHD TOWER OWNER NOC k THE DISH W,A—LLC.AND TOWER OWNER CONSTRUCTION MANAGER. CARRIE 2. 'LOOK UP'-DISH Mrw1e•A LLC.AND TOWER OWNER SAFETY COMB REQUIREMENT. TOWER DISK,-TOW•v LLC. THE INTEGNtt OF THE SAFETY CLIMB AND ALL COMPONENTS OF THE CLIMBING FACIUTY SHALL BE CONSIDERED DURING ALL STAGES TOWER OWNER,-TOWER OWNER OF DES".PSTAlATON,AND INSPECIIOM.TOWER MODIFICATION.MOUNT REINFORCEMENTS,MD/OR EQUIPMENT INSTALIARONS SHALL 2. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSNINAL CARE AND COMPLETENESS NORMALLY NOT COMPROMISE THE INTEGRITY OR FUNCTIONAL USE OF ME SAFETY CUMB OR ANY COMPONENTS OF ME CLIMBING FACILITY ON ENERGISED UNDER SIMILAR CIRCUMSTANCES W REPUTABLE ENGINEERS IN THIS OR SIM MR LOCALITIES. R IS ASSUMED TRT THE VT SIAL E ANE STRUCTURE.THIS SHALL INCLUDE.BUY NOT BE UNITED TO:PINCHING OF THE WIRE ROPE.BENDING OF ME HARE ROPE ATOM WORK DEPICTED WILL BE PERFORMED BY M EXPERIENCED CONTRACTOR AND/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEDGE unUY CoAmO iD RS SUPPORTS,DIRECT CONTACT OR CLOSE PROXIMITY TO THE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR,IMPACT TO ME OF THE APPLICABLE CODE 5TMDAR05 AND REGUREMENTS ANO OF INDUSTRY ACCEPTED SIANDMU WOO PRACTICE. P5 NOT EVERY AMMRAOE POINTS IN MY WAY.OR TO IMPEDE/BLOCK ITS INTENDED USE ANY COMPROMISED SAFETY OUND.INCLUDING UISTNG CONDITION OR ELEMENT 5(OR CAN BE)DPUCLY SHOWN ON THESE DR ZINGS,ME CONTRACTOR SHALL USE INDUSTRY ACCEPTED COMM S MUST BE TAGGED OUR AND REPORTED TO YOUR DISH M.1—LLC.AND DISH W-1—LLC,AND TOWER OWNER POC STANOMD GOOD PRACTICE FOR MISCELLANEOUS WORK NOT DPLICTLY SHOWN. OR CALL WE NW TO GENERATE A SAFETY CUMB MAINTENANCE AND CONTRACTOR NOTICE TICKET. ]. MESE DRAWINGS REPRESENT THE FINISHED STRUCTURE THEY DO NOT INDICATE ME MEANS OR METHODS OF ]. PRIOR TQ ME START OF CONSTRUCTION,ALL REQUIRED JURISDICTIONAL PERMITS SHALL BE—NEG.THIS INCLUDES.BUT CONSTRUL'TION. ME CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS.METHODS.TECHNIQUES, IS NDT LIMITED TO,BUILDING,ELECTRICAL MECHANICAL FIRE,FLOOD ZONE,ENVIRONMENTAL AND ZONING.AFTER ONSIIE ACMTRES M SEQUENCES,AND PROCEDURES. THE CONTRACTOR SMALL MOVIE ALL MEASURES NECESSARY FOR PROTECTION OF LIFE AND AND CONSTRUCTION ME COMPLETED.ALL REQUIRED PERMITS SHALL BE SATISFIED AND CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALLINCLUDE.INCLUDE.BNOT BE LIMBED TD,BRACING,FORMWORK.SHORING,ETC. JURISDICTIONAL REQUIREMENTS. 91E VISITS BY ME ENGINEER OR MS REPRESENTATIVE WILL NOT INCLUDE INSPECTION OF MESE ITEMS AND 5 FOR STRUCTURAL c e. ALL CONSTRUCTION MEANS AND METHODS;INCWDNG BUT NOT LIMITED TO.ERECTION PVNS,RIGGING PUNS,DUMBING OBSERVATION OF THE FINISHED STRUCTURE ONLY. Salient 1t PVNS,AND RESCUE PLANS SHALL BE THE RESPONSIBILITY OF WE GENERAL CONTRACTOR RESPONSIBIE FOR THE DECINION OF K. NOTES AND DETAILS IN ME CONSTRUCTON DRAWINGS SHALL TAKE PRECEDENCE ODER GENERAL NOTES AND TYPICAL DEWS.THS RK WOCONTAINED HEREIN.AND SHALL MEET ANS/ASSE A10.48(LATEST EDITION);FEDERAL.STATE CH AND LOREGMLATIONS; WHERE NO GUMS MSHALL CONFORM SHOWN,CONSTRUCTION SHACONFORM TO WuLAR WORM ON ME PROJECT.AND/OR AS PROVIDED FOR IN ARCFJIEMdC AMMY APPLICABLE INDUSTRY CONSENSUS STANDAR LL OS RELATED TD ME CONSTRUCTION ACTIVITIES BONG PERFORMED.ARIGGING THE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS,DETAILS,GENERAL NOTES,AND SPEgFIGTIONS,ME NO PUNS SHALL ADHERE TO ANSI/ASSE AIO.NB(LATEST WITCH)AND DISH W leve LLC.AND TOWER OWNER STANDMOS,INCLUDING GREATER.MORE STRICT REQUIREMENTS,SHALL GOVERN. IF NRMER CWNIFIGTIDN IS REWIRED CONTACT THE EHGWEEi OF ME REQUIRED INVOLVEMENT OF A OUALIFIED ENGINEER FOR CUSS N CONSTRUCTION.TO CERTIFY THE SUPPORTING STRUCTURE(S)IN RECORD, ACCORDANCE WITH ANSI/TA-322(LATEST EDITION). 5. SUBSTANTIAL EFFORT FIS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS AND MEASUREMENTS ON THE DRAWINGS TO ASSIST S. ALL SPIE WORN TO COMPLY HATH DISH Wirebaa LLC AND TOWER OWNER INSTALLATION STANDARDS FOR CONSTRUCTION IN ME FABRICATION MD/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT R IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VERIFY THE DIMENSIONS,MEASUREMENTS.AND/OR CLEARANCES SHOWN IN ME CONSTRUCTION DRAWINGS PRIOR TO D ACTIVITIES ON DISH WWeav LLC.AND TOWER OWNER TOWER SITE AND LATEST VERSION OF MSI/TA-1019-A-2012'STANDARD FOR FABRICATION OR CUTTING OF Y NEW OR COMM MM OMM CONSTRUCTION ELEMENTS. IF IS DETERMINED AT ERE ARE INSTALATIDN,ALTCRTION,AND MAIMEHANCE OF ANTENNA SUPPORTING STRUCTURES AND ANTENNAS.' OLSCREPANCES AND/OR CONFLICTS MW ME CONSTRUCTION DRAWINGS ME ENGINEER OF RECORD 5 TO BE NOTIFIED AS SINN AS S. W ME SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON MESE DRAWINGS,THE CONTRACTOR SHALL PROPOSE POSSIBLE. W AN ALTERNATIVE INSTA.ATON FOR APPROVAL BY DISH WINMI a LLD AND TOWER OWNER PRIOR TO PROCEEDING WITH MY SUCH 6. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING CONTRACTOR SHALL V5R THE CELL WE TO FAMILIARIZE W(M THE CIVNGE OF INSTALLATION. EDSRNG CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACWMPl16HED A$SHOWN ON WE CONSTRUCTION DRAWINGS.ANY 1 Z. ALL MATERIALS FURNISHED AND INSTALLID LL SHABE W STRICT ACCORDANCE WITH ALL APPLICABLE CODES,flECUUTONS DISCRWMCY FOUND SHALL BE BROUGHT TO ME ATTENTION OF CARRIER POC AND TOWER OWNER. L:A yyJ'A AND ORDINANCES.CONTRACTION SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS,ORDINANCES,RULES. T ALL MAMTAS FURNISHED AND INSTALLED STILL BE W STRICT ACCORDANCE WITH AL APPUCMLE CODES REGULATIONS -( REGWATIINS AND LAWFUL ORDERS OF ANY PUBLIC AUMORTY REGARDING WE PERFORMANCE OF ME WOW.AL WORK CARRIED AND ORDINANCES.CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WIM ALL LAWS,ORDINANCES.RULES, OUT SHALL COMPLY WITH ALL MPUCABLE MUNICIPAL AND UTILITY COMPAW SPEctFKATIONS AND LOCAL JURISDICTIONAL CODES. REGLA.ATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING ME PERFORMANCE OF ME WORK.ALL WORK CARRIED ' ORDINANCES AND APPUCABLE REGULATIONS. OUF SHALL COMPLY WITH AL APPLICABLE MUNICIPAL AND IROTY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES. B. ME CONTACTOR SIAL INSTALL Al EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANFACIURER'S RECOMMENOARONS ORDINANCES AND APPLICABLE REGULATIONS. UNLESS SPECIFICALLY STATED OTHERWISE O. UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDE FURNISHING MATERIALS.EQUIPMENT.APPURITHMCES AND LABOR U. ME CONTRACTOR SHALL CONTACT UTILITY LOCATING SEMICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE SYAHT NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON TILE DRAWINGS. _ OF CONSTRUCTION. B TINE CONTRACTOR SHALL INSTALL Al EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 10. ALL DISTING ACME SEWER,WATER,GAS,ELECTRIC AND OVER NTEIFES WHERE ENCOUNTERED IN THE WORN,SHALL BE UNLESS SPECIFICALLY STATED OTHERWISE PROTECTED AT ALL TIMES AND WHERE REQUIRED FOR THE PROPER DIEIC N OF THE WORK.SHALL BE RELOCATED AS DIRECTED BY 10. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRWWTILL GS.THE CONIRMTOR SPROPOSE DRwn BY CNEFxm Bt WNfFACTOR.EYTREME CAUTION SHOULD BE USED BY ME CONTACTOR WHEN DCAVANNG OR DRILLING PIERS MOUND OR NEAR AN ALTERNATIVE INSTALLATION FOR APPRW&BY ME CARRETL AND TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE JFA CWJ UTMES.CONTRACTOR SHALL PROVIDE• TY TRAINING FOR ME WORKING CREW.THIS WILL OKWDE BUT NOT BE UNITED TO A) OF INSTALLATION. _ FALL PROTECTION B)CWIFINED SPACE C)ELECTRICAL SANCTA'0)TRENCHDIG AND DCAVATNON E)CONSTRUCTION SAFETY ROr A` PROCEDURES 11. CONTRACTOR. N MUD A A FOR IHVESTIWTION.BEFORE HOWNISUBMITTING BIDS.TO DETERMINE ME BEST ROUTING N ALL zTRON CONONIS LOIS POWER.AND IELOA AND FOR GRWNQWG CABLES AS SHOWN IN ME POWER,TElDO,AND GROUNDING PIAN CONSTRUCTION 11. ALL SITE WORK SINAL BE AS INDICATED ON THE STARED CONSTRICTION DRAWINGS MO DISH PROTECT SP¢DTCATIONS, DRAWINGS, DOCUMENTS LATEST APPROVED REVISION. 12. ME CONTRACTOR BE REAL PROTECT EXISTING'S DPE SE To ME SATISFACTION CURBS DISH AND C.AND R¢MY 12. COMRACTOfl SMALL NEEP H, SIRE FREE MOM AWS.STONES WASTE HER RE,DEBRIS AND WASH REMO AT ME COME SITE OF pMALEO PARE SHALL BE REPAIRED AT CONRACTOR'S DPENSE TO ME SATISFACipN Of D6N WInlen LLC.AND TOWER OWNER ME WORK.IF NECESSARY,RUBBISH,STUMPS.DEBRIS,STICKS.STONES AND OTHER REFUSE SHLLL BE REMOVED FROM WE SITE AND Au- ME OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH M CW(LAL CABLES AND OTHER ITEMS Rtv RAL[ 13 ALL OUSTING INACTIVE SEVER,WATER,GAS,ELECTRIC AND DINER UTILITIES.WHICH INTERFERE WITH ME DECUTION OF ME REMOVED FROM THE aISIING FACIUIY.ANTENNAS REMOVED SHALL RE RETURNED TQ ME OWNER'S DESIGNATED LOCATION. WOW,SHALL BE REMOVED AND/OR CAPPED,PLUWED OR OTHERWISE DISCONTINUED AT POINTS WHICH MU-NOT INTERFERE WTW IX. CONTRACTOR STILL LEAVE PREMISES IN CLEAN COMMON.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A QALY • NUNN m® TIKE DF UTON OF ME WORK,SUWECT M ME APPROVAL OF DISH Will..LLQ AND TOWER OWNER,MD/OR LOCAL UTILITIES. BASIS • �1 �� A auAa/m�NID 14. THE CONTRACTOR SHALL PROVIDE SIRE SGNAGE IN ACCORDWCE WTH ME TECHNICAL SPECIFICATION FOR WE SIGNAGE REOUWED By LOCAL JURSDIMEN AND SIGNAGE REQUIRED ON INDIVIDUAL PIECES OF EOUIPMEW.ROOMS.AND SHELTERS 15. ME SITE SHALL BE GRADED TO CAUSE SURFME WATER TO FLOW AWAY FROM THE CARRIER'S EQUIPMENT AND TOWER MEAS APPROVED BY TO. ME SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GAME PRIOR TO FLUSHED SURFACE AAE PN U2 19ATR APPLICATION. PLANNING BOARD NYNYCO22I9A 17. ME AREAS OF ME OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY ME TOWER,EQUIPMENT OR DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE,AND STABUZED TO PREVENT EROSION AS SPECIFIED ON ME CONSTRUCTION rvla.�ECT•uii-,0, DRAWINGS AND/OR PROJECT SPECIFICATIONS. 18 . CONTRACTOR SHALL MINIMIZE DISTURBANCE TO MMM SIZE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF T04lVi� OF SOUTHOL® NYNYGQN ROAD REQUIRED DURING CONSTRUCTION.SHALL BE IN CONFURMANCE WITH THE LOCAL WIDEUNES FOR EROSION AND SEDIMENT CONTROL n 7055 MAIN ROAD IB. WE CONTACTOR SHAH PROTECT DATING IMPROVEMENTS,PAVEMENTS,CURBS,LWDSCAPWG AND STRUCTURES.MY DATE l 113 MATTITUCK, NY 11952 DAMAGED PARI SHALL BE REPAIRED AT CONTAGION'S EXPENSE TD THE SATISFACTION OF OWNER sH[Ei TILL 20. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS CORAL CABLES AND OWER TIES GENERAL NOTES REMOVED FROM ME DISTING FACMIY.ANTENNAS AND RADIOS REMOVED SHALL BE RETURNED TO ME CYNER'S DESIGNATED I LOCATION ` T^J 21. CONTRACTOR SHALEAVE PREMISES IN CLEAN CONDITION.TRASH AND DEBRIS SHOULD BE REMOVED FROM SITE ON A DAILY sS.-nuMBEN LL BASIS. 22. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERALS.SNOW OR ICE SHALL NOT -..._,_ter `(,�L( "•-2 BE PLACED IN MY FILL OR EMBANKMENT. pM1 w•I.v LLc IOMPAR VOMSpN]T-CAlOR/FDaI CONCRETE.FOUN041IONS AND RF)NMRCING SUEI[I• 16. ELECTRICAL METALLIC TEEING(FAIT)OR METAL-CVD CABLE(MC)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 1. ALL CONCRETE WORK SHAIHGTLL BE IN ACCORDANCE WIM THE AN 301,ACI 310,ACI 336,ASTM A104,ASTM A185 AND THE DESIGN 17, SCHmULE w PVC UNDERGROUND ON STRAIGHTS AND SCHEDULE BO PJC FOR ALL ELBOWS/902 AND ALL APPRGVED ABOVE AND CONSTRUCTION SPECION FOR CAST-IN-PUCOCE CONCRETE. GRACE PVC NDUIT. d1sh Z. UNLESS HOED OTIEADIF SOIL BEARING PRESSURE USED FOR DESIGN OF SUBSANO FOUNDATIONS IS ASSUMED TO BE TOM 1B. UOUO-TIGHT FLEXIBLE METALLIC CONDUIT(UOUm-TRE FLEX)SHALL BE USED INDOORS AND OUTDOORS,WHERE VIBRATION PT. OCCURS OR REXIMUTY IS NEEDED. 3. Al CONCRETE SMALL HAVE A MINIMUM COMPRESSIVE STRENGTH(FT:)OF 3000 pT1 AT 20 DAYS,UNLESS NOTED OMEAWISE NO 19. CONDOR AND TIMING UITINGS SHALL BE TREADED OR COMPRESSION-TYPE AND APPROVED FOR THE LOCATION USED.SET S MORE MAN BO MINUTES SHALLAPS EE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVED BY ME ENGINEER OF RECORD. SCREW FITTINGS ARE NOT ACCEPTABLE TEMPERATURE OF CONCRETE SHALL NOT EXCEED 9OI AT TIPLACEMENT .4. OF PLACEME . TH 4. CONCRETE EXjPDSCG TO FREEZE- AW CYCLES SHAL CONTAIN MR ENTRANING ADMIXTURES.AMOUNT OF AIR ENTRAINMENT TO BE 20. CABWEIS,BOXES AND WIRE WAYS SWILL BE LABE1.0 MR ELECTRICAL.USE IN ACCORDANCE WIN NEPA UL ANSI/IEEE AND THE YD S -wDA FE oRM BASED GN SIZE OF AGGREGATE AND M CLASS EXPOSURE(VERY SEVERE).CEMENT USED TO BE TYPE G PORTLAND CEMENT WIM A NEC. IIIRflOn.c0 60120 MAXIMUM WATER-TO-CEMENT RATIO(W/C)OF 0.45. 2, WNEWAYS SKALL BE METAL WITH AN ENAMEL FINISH ANO INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN DOWNWARDS (WIREMOLD SPECMAIE WIREWAY). 5. X.J.STEEL REINFORCING SHALL CONFORM ASM ALL WIwNE FABRIC(WWF)SHALL CONFORM ASTM AIRS.ALL SPLICES SMALL BE CLASS'B'TENSION SPLICES.UNLESS NOTEDTED OTHERWISE 5E ALL HOOKS SHALL BE STANOND BO DEGRGR EE HOOKS, 22. SLOTTED INNING DUCT SHALL 8E PJC AND INCLUDE COVER(PANDUR TYPE E OR EQUAL). UNLESS NOTED OTHERWISE YIELD STRENGTH(Fy)OF STANDARD DEFORMED BARS ARE AS FOLLOWS: 23. CONDUITS SHALL BE FASTENED SECURELY IN PUCE WITH APPROVED NON-PERFORATED STAMPS AND HANGERS.EXPLOSAE 94 BNS AND SMAIIER 40 W DEVICES D.,POWDER-ALTNATEDJ FOR ATTACNWG HANGERS TO STRUCTURE WILL NOT BE PERMITTED.CLOSELY FOLLOW ME LINES OF THE SMUCNRE.MAINTAIN CLOSE PROXIMITY TO ME STRUCTURE AND KEEP CONIMS IN TIGHT ENVELOPES.CHANGES IN DIRECTION TO BS SARS AND URGER 60 X•I ROUTE AROUND OBSTACLES SHALL BE LURE WITH CONDUIT OUTLET BODIES.CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKEMANNERSalient UM S. THE FOLLDWWG MINIMUM CONCRETE COVER SHALL BE PROOOM FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON OBSTRUCTION PARALLEL AND PCONDUIS TO STRUCTURE WALL AND CEILING ONES.ALL CONCUR SNAIL BE COFISNED TO GUST DBOM ENTERING. ENDS UI CONDUITS SWL BE CLAMPED TO CAPPW RUSH NU MSH LIABLE TO PREVENT CONCRETE RASTER LV DIRT DRAWINGS FROM ENIEPoNG.CONDUITS SHALL BE RIGIDLY CUNPED TO BOXES BY GALVM'IZFD MALLEABLE IRON BUSHING ON INSIDE AND GALVANIZED • CONCRETE GST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' MALLEABLE IRON LOCKNUT ON OUTSIDE AND INSIDE. • CONCRETE EXPOSED TO EARTH OR WGTHER: 24. EQUIPMENT CABINETS,TERMINAL BOXES.JNNCTION BOXES AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SWEET STEEL SHALL MEET OR EXCEED UL 50 AND BE RATED NEMA 1(OR BETTER)FOR INTERIOR LOCATIONS AND NEJM 3(OR BETTER)FOR • }6 BARS AND LARGER 2' EXTERIOR LOCATIONS. • /5 BNS 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 EART/I DR WEATHER: EXCEED LL 51M AND NEM ED OS 1 AND BE RATNEMA 1(OR BETTER)FOR INTERIOR WCATIONS AND WEATHER PROTECTED(WP OR �vO(LFAAfjAVT, BETTER)MR EXTERIOR LOCATIONS. ty AIH J� • SUR AND WALLS 3/4' 26. NONMETALLIC RECEPTACLE SWITCH AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2(NEWEST REVISION)AND BE RATED aA• '� TI^Mc AND COLUMNS 1-1/2' NEMA 1(OR BETTER)FOR INTERIOR LOCATIONS AND WEATHER PROTECTED(WP OR BETTER)FOR EXTERIOR LOCATIONS. 7. A TOOLED EDGE OR A 3/4'CHAMFER SHALL BE PROWDM AT ALL EXPOSED EDGES OF CONCRETE,UNLESS NOTED OTHERWISE, 27. ME CONTRACTOR SHALL NOTIFY AND CST"NECESSARY AUMORUANKM FROM ME CARRIER ANO/OR DISH Witless LLC.ARID U� •Y IN ACCORDANCE WITH ACI 301 SECTION 424. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS GrgyyN OQ 2B. ME CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON ME SNEAKERS,GABLES AND DISTRIBUTION PANELS IN ACCORDANCE F _ WITH ME APPUCABLE CODES AND STANDARDS TO SAFEGUARD LIFE AND PROPERTY. I!FeMI ALL I ELECTRICAL WORK SHALL BE PERFORMED W ACCORDANCE WITH ME PROJECT SPECIFICATIONS,NEC AND ALL APPUCABLE 28, INSTALL LAMICON LABEL ON TIKE METER CENTER TO SHOW'CISH WTr•I•••LLL', FEDERAL STATE.AND LOCAL CODES/OROIWNCES. 30. ALL EMPTY/SPARE CONDUITS MAT ANE INSTA11ET ARE TO HAVE A METERED MULE WE PULL CORD INSTALLED. 2. CONDUIT ROUTINGS ME SCHEMATIC CONIRACTOR SMALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BWCXEG AND MIP HAZARDS ME EUMINATTD, or a 3. WIRNG,RACEWAY AND SUPPORT MEIHODS AND MATERUL9 SHALL COMPLY WITH ME REOUIREHIENR Of THE NEC. APPROVED �"T A 4. ALL CIRCUITS SHALL REQUIRED BE SEGREGATED AND"WAN LINIMTAT CABLE SEPARATION AS BY ME NEC. WN Bv:CNECxEO en (rvFD Of 4.1. ALL EQUIPMENT SHALL BEAR THE LNOERWRREgS LABORATDRES LABEL OF APPROVAL.AND BNALL CONFORM M REQUIREMENT OF RACER ME NATIONK EELMGCAL CODE. BOARD IL p R[J P C. 2a2TI16 o-vo 42. ALL OXMCURRENT DEVICES SHALL HAVE AN OVIFRRUPTING CURRENT RATING THAT SHALL BE GREATER THAN ME SHORT CIRCUIT PLANNING EXOA�`�D CURRENT TO WHICH THEY ME SUBIECTED.22,000 NO MWIMUM,VERIFY AVAILABLE SHORT CIRCUIT GURREM DOES NOT EXCEED TME MD6 CONSTRUCTION RATING OF ELECTRICAL EQUIPMENT W ACCORDANCE WITH ARTICLE 110.24 NEC OR ME MOST CURRENT ADOPTED CODE PRE THE GOVERNING JURISDICTION. TOWN OF SOUTHOLD DOCUMENTS 5. EACH END OF EVERY POWER PHASE CONDUCTOR,GROUNDING CONDUCTOR,AND TELCO CONDUCTOR OR CABLE SHALL BE ,,JTTT VBrnNAIs LABELED WITH COLOR-COOED INSULATION CR DECTRCAL TAPE(3M BRAND,1/2'PLASTIC ELECTRICAL TAPE WITH IN PROTECTION,OR /1 1�7��/��7 11Z�DATIMIIIIII EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WON NEC AND OSHA DATE `1 (5L(/ �6. ALL ELECTRICAL COMPONENTS SNAIL BE CLEARLY LABELED WITH LAMICOID TAGS SHOWING MER RATED VOLTAGE,PHASE '�m•^®CONFIGURATION,WIRE CONI'GLRAION,POWER OR AMPACILY RATING AND BRANCH CIRCUIT H NUMBERS(LIT.PANEL BOARD AND CIRCUITm.S)7. PANEL BOARDS(E NUMBERS)SHALL BE CLEARLY AGEEM WITH PLASTIC LABELS. N B. TIE WRAPS APE NOT ALLOWED. B. ALL POWER NIDI EQUIPMENT GROUND WIRING IN TUBING OR CONCUR SHALL BE SINGLE COPRA CONDUCTOR(/14 OR LARGER) A WITH TYPE THHW,THWN,THWN-2,X1NW.XHHW-2,MW,TNW-2.RNW,OR RHW-2 N5IAATION UNLESS OTHERWISE SPECIFIED. NYNYCO2219A 10. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SMALL BE SINGLE COPPER CONDUCTOR(06 OR URGER)WITH TYPE THHW,MINN.MWN-2.MHW.XKHW-2.MW,THW-2.RHW,OR RNW-2 INSULATION UNLESS OTHERWISE SPECIFIED. PROATCT w�ORunTwx 11. POWER AND CONTROL WIRING IN pM,,8M GOND SHALL BE MULTI-CONDUCTOR.TYPE SCOW CORD(/14 OR URGER)UNLESS NYNYCO2219A oMERWISE SPECIFIED. 7055 MAIN ROAD 12. POWER AND CONTROL WRING FOR USE IN CABLE TRAY m-BE MULE-CONDUCTOR,TYPE TC CABLE(#14 OR URGER).WITHMATTITUCK, NY 11952 TYPE MHYl.MAN,THIM-2,XHHW.XHHW-2.MW.THW-2,RHW OR RTW-2$MULATIGN UNLESS OMERWISE SPECIFIED. 13. ALL POWER AND GROUNDING CONNECTIONS SNAL BE CRIMP-SME,COMPRESSION WIRE LUGS AND WIRE NUTS BY THOMAS AND SKEET TITLE BETTS(OR EQUAL).LUGS AND WIRE RUNS SAIL BE RATED MR OPERATION NOT LESS RAN 7S C(BO C F AVALMIU). GENERAL NOTES 14. RACEWAY AND CABLE MAY SHALL 3E LISTED OR LABELED FOR EECMCAL USE IN ACCORDANCE WITH NEMA,UL ANSI/IEEE AND NEC. SHEET NUMBER 15. CMETNU A METALLIC TUBING(EMT,INTERMEDIATE METAL CONDUIT(INC).OR RIGID METAL CONDUIT(RNC)SHALL BE USED FOR I+ EXPOSED INDOOR LOCATIONS. V N'3 msH wnlr LLL.-NATE vOmIN 11-WITT1202I f.ROLINO NG NOlES 1. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TELECOMMUNICATION,RADIO,LIGHTNING PROTECTION AND AC POWER GESS)SHALL UNIPOI F MORE' BE BONDED TOGETHER AT OR BELOW GRADE,BY TWO OR MORE COPPER BGNOWO CONDUCTORS IN ACCORDANCE*RN ME NEC. d1sh I. ME SCOPE OF MESE PIANS WCWOES ADDING ANTENNAS,RRH(S),AND CABLES TO AN E)USTING UfAPOIE 2. MF CONTRACTOR SMALL PERFORM IEEE TALL-0i-POTENTIAL PIN STALL S TO EARTH RESTING(PER IEEE 1100 AND Bt)FOP ACHIEVE ELECTRODE LT F5,THE CON LE SOR Stall FURNISH IND INSTALL SUPPIEMFMAL GROUND ELECMODES 0.5 NEEDED TO ]. ME RIMS HAVE BEEN T IS ASSU USING ALL ANON ATION P O IDED A SDE NSB.AND ON IN EPRES NT PROv10E0 TO ME ACHIEVE A TEST RESULT Oi S OR015 OR lfc< MCHTRUC O LESSEE IT 6 ASSUMED TUT ALL INFORMATION PROVIDED BY LESSEE ACCURATELY REPRESENTS ME DESIGN AND ]. ME CONTRAMOR 6 RESPONSIBLE TOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CGNEUT INSTALLATION AS TO CONSTRUCTOR OF THE EWSIING UNIPOIE PNEVENT ANY LOSS OF CONTINUITY W THE GROUNDING SYSTEM OR DAMAGE TO ME CONDUIT AND PROVIDE TESTING RESULTS. J. ME FIELD RECONNAISSANCE WAS UWTED TO WHAT COULD BE UBSEMED SAFELY FROM THE GROUND.ME ARCHITECT DID NOT CLIMB 4. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECRWVIIY CONTINUOUS WITH 115TE0 BONDING FITTINGS OR BY ME UNIPOLE OR PERFORM ANY SUBSOIL NVESTIWTONS. TDUfFYGL1 UI SCO ANTA�EIORiv[ flON BONGING ACROSS THE DISCONTINUITY WITH B8 COPPER WINE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. {. CONSTRUCTION ON FABRICATION MAY NOT COMMENCE UNTIL A STFU RAL ANALYSIS IS PROVIDED TO THE CONTRACTOR AND BUILDING 5. METAL RACEWAY SHALL NOT BE USED AS ME NEC REOUIRO EQUIPMENT GROUND CONDUCTOR.STRANDED COPPER CONDUCTORS DEPARTMENT' WITH GREEN P15ULATION,SQED IN ACCONDANCE WON ME NEC,SHALL BE FURNISHED AND WSCALLED WITH THE POWER C-UTTS TO BTS SCONMACTuRf EQUIPMENT. A WSPEDT ME VISIBLE PORTIONS OF ME MUMMFON AHD MONOPOLE SUPERStRiCNRE FOR ANY SIGNS OF DEGRADATION OR e. EACH CABINET FRAME STALL BE DIRECTLY CONNECTED To THE MASTER GROUND SAN WITH GREEN WSIELATED SUPPLEMENT& IMPROPER DiSTALLATION. EOUIPMENT GROUND WIRES.f6 STRANDED COPPER OR LARGER FDR WOOER BTS;02 BANE SOLID TINNED COPPER FOR OUTDOOR BTS B.VERIFY THAT THE COSTING MONOPOLE GONM-S W ALL APPARFM RESPECTS TO ME WFORMATLON PROVIDED W ME STRUM AWLTAS,AND THAT THE EGSBNG ANTENNA LOADING DOES NOT EXCEED THAT SHOWN IN ME ANTRRA LOADNG TABLE sa 7. CONNECT TO ME GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE C.CONRLYTOFE'SHALL RECORD MD REPORT ANY DEVIA AND DISCREPANCIES,DURING CONSTRUCTION.7RAT W21 AFFECT ME OF ME GROUND BUS ARE PERMITTED. APPROVED O2EPA11 DESIGN TO THE ARCHITECT, IRECRY. S. ALL OCTERIOR GROUND CONDUCTORS BETWEEN EOWPMEM/GROUND BARS AVO ME GROUND RING SJ—BE/2 MUD TINNED D F RICAOREPORT ON ORRCCONS R CTION.HCERNS TO ME MCHf1ECT,AND AWAIT WRITTEN INSTRUCTIONS BEFORE PROCEEDING WITH Salient ARCCOPPER UNLESS OTHERWISE INDICATED. HREUC 9. ALUMINUM COMUCTOR OR COPPER GLAD STEL CONDUCTOR SHALL NOT BE USED FGR GROUNDING CONNECTIONS. 10. USE OF 9P RENDS N ME PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45'BENDS CAN BE ADEQUATELY W APPROVED l`®V�'® ®® SUPPORTED. Y 11. EXOTHERMIC WEIRS SHAM.BE USED TOR ALL GROUNDING CONNECTIONS BELOW GRADE. n 12. LM ALL GROUND CUNNECTIONS ABOVE GRADE(INTERIOR AND EXTERIOR)SHAM BE FORMED USING KOH PRESS CRIMPS. PLANNING NNING BOARD U 1J. COMPRESSION GROUND CONNECRONS MAY BE REPLACEDS BY EXOMERMIC WELD CONNECTION 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EKOTRERMICALLT BONDED OR BOLTED TO ME BRIDGE AND ME TOWER GROUND TOWN OF SOUTHOLD BAR. 15. APPROVED ANTIOXIDANT COATINGS(Le.CONDUCTIVE GEL OR PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 16. ALL EXTERIOR GROMIA CONNECTIONS SHALL BE COATED WITH A CORROSION NESISTANT WFERAL DQTF - 17. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES,FRAMES AND SUPPORTS SHALL BE BONGED TO ME GROUND r �\ RING,IN ACCORDANCE WITH ME NEC. TB BOND ALL METALLC OGUEcO WITHIN B H OF MAN GROUND RING WTH(1)02 BRAE MUD TINNED COPPER GROUND CONDUCTOR. K. GROUND CONDUCTORS USED FUR ME FACILITY GROUNDING AND IAHTNING PROTECTION SYSTEMS B NOT BE ROUTED MROCH METAWC OBJECTS THAT FORM A AWG MOUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS,METAL SUPPORT CLPS OR ...e„AEdvtavxttmtm SLEEVES THROUGH WALLS OR FLOORS.WHEN IT M REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL URAN11 BY:O.fCNEo eY.APPRavFD W CONDITIONS,NM-METAWC WTERAL SUCH AS PVC CONDUIT SIAL BE MO.WHERE USE OF METAL CONDUIT IS UMVOIDADIE(I.a., J@ NONMETAUJC CONDUIT PROHIBITED BY LOCAL CODE)ME GROUND CONDUCTOR SHALL BE BONDED TO EACH ENO OF THE METAL CONDUIT. 20. ALL GROUNDS THAT TRANSITION FROM BELOW GRADE TO AS04 GRADE MUST BE/2 BARE MUD TINNED COPPER IN 3/4' SRN A NON-METALUC,FLEXIBLE CONDUIT FROM 24'BELOW CRAGE TO WTTHW J'TO S'OF CAD-WELD TERLUNATION PONT.ME FXPOSEO END OF ME CONDUIT MUST BE SEALED WITH SILICONE CAUIN.(ADD TRANSITIONING GROUND STANDARD DETAIL AS WELL). CONSTRUCTION 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ME REWIRED TO BE ROUTED TO GRADE.THE CONTRACTOR SHALL ROUTE DOCUMENTS TWD GROUNDING CONDUCTORS FROM ME ROOFTOP,TOWERS,MD WATER TOWERS GROUNDING RING.TO ME OMTWG GROUNDING SUeMTTAts SYSTEM,THE GROUNDING CONDUCTORS SHALL NOT BE SMILER THAN 2/0 COPPER.ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM,ME BUILDING STEEL COLUMNS,LIGHTNING PROTECTION SYSTEM,AND BUILDING MAW WATER LINE K. W,T[ ESCMPRION (FERROUS OR NONFERROUS METAL PIPING ONLY).DO NOT ATTACH GROUNDING TO FIRE SPRINKLER SYSTEM PIPES. atTM+1 av® 1 q®Ao AVAvA++1 a+®. 1AYAo/tmI�Aw RP.AAT o tmrml 6cm la IRE FROIEGT nINSER NYNYCO2219A Wuelevv IM JECT wPoPMAIION NYNYCO2219A 7055 MAIN ROAD MATTITUCK, NY 11952 sHDT TIME GENERAL NOTES GN-4 6rsH YA.Mo LLC.TEMPLATE eTKH J7-W10120t1 E s CTOR E n G n E E - R S Project Number: U4654.001.211 D) EU October 12,2021 A PR 2 2022 9 i Salient Architects BUILDING DEP 325 N 10th Street,Suite 400 Ur Sour 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: g Proposed Loading Centered @ 85'-6"A.G.L. • (3)New FVV-65B-R3 Panel Antennas Proposed Loading Centered a 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- ) DESIGN CRITERIA: 191). See attached calculations for full design criteria,loading,and analysis. Structural members and connections are per the original structural drawings dated Febru calculations. ary 21,2020 and as summarized in the attached CONCLUSION- Per Table 1 and the attached supporting calculations,all base reactions decrease with proposed loadingc or increase by 5%or less.The structure is stressed to 56.3%of its capacity.The foundation is adequate based on to result,the structure and foundation are adequate to su compared to the original design loading pport the proposed loading ad comparison.Based on this Table 1 Comparison of Base Reactions Max.LRFD Base Reactions Proposed Original Loading per Proposed/ Loading Original TIA-222-H g Axial-Down(k) 29 6 Shear(k) 29.4 101% 15.1 15.1 100% Moment(k-ft) 951.7 951.5 100% s . 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, VECTOR STRUCTURAL ENGINEERING,LLC (G of NE FIRM LICENSE#:COA0012807/081423 I � w • v Wells Holmes,P.E. SOA 080181 Project Engineer 90FESS100 WLH/yca 10/18/2021 Enclosures UNAUTHORIZED ALTERATIONS OR ADDITIONS 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 In E E R 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. a Page 4 of 59 DESIGNED APPURTENANCE LOADING TYPE ELEVATION WPE (2)Commander 220-3AN(207ftx 1121 Bulkhead ELEVATION 42.75"Dia.,24lbs) 90 (2)Sinclair 8D314HF2P2SNM(g.5 ft 115.4 (3)Commscope FW-65B-R3 85.5 x 2.38"Dia,10.44 lbs) (6)Diplexer 81.5 (2)8'-0"T-arm FPA=4 ftA2(100 lbs) 110,7 — Bulkhead 80 Top Plate 110 (3)Generic Panel 100#(enclosed) 75 (3)Generic Panel 100#(enclosed) 105 - Bulkhead 70 Bulkhead 100 (3)Generic Panel 100#(enclosed) 65 (3)Generic Panel 100#(enclosetl) g5 Bottom Plate 60 MATERIAL STRENGTH GRADE GRADE --a2 42 ksi Fy !58 kFu Fy Fu si 110.0 ft TOWER DESIGN NOTES T--1 1. Tower is located in Suffolk County,New York. j r I I I I I 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. I i ' I I I o i 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. o 5. Deflections are based upon a 60 mph wind. X I e 6. Tower Risk Category III. 7. Topographic Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:56.3% 100.0 ft I ! I I I I n x N I I I r, I I I I 80.0 It I I � F- ALLREACTIONS j I I I AREFACTORED AXIAL r 1648216 O I I I m N I IC6I I I SHEAR '- \ MOMENT 2335/b I 7579416-ft I a i ! 50 mph WIND-1.0000 in ICE j AXIAL I I I i , I 11026/b SHEAR IInlj� I I-� 8542 b i J 1 MOMENT i I JJJ j 285096 lb-ft 60.0 ft �J REACTIONS-137 mph WIND Vector Structural Engineering,LLC. ":Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Project:"4654.001.211 -- Draper, UT 84020 client. Salient Architects awn hy:ycamposanO,App'd: Vector Engineers Phone:801-990-1775 Cotle: Date: TIA-222-H 10/11/21 Scale: NTS FAX:801-990-1776 Path. _... ....Dwg No.E-1 MxTower Job Laurel Stone Pag%9e 5 of 59 Vector Structural Engineering, Project 1 of 24 LLC. U4654.001.211 Date W. 651 Galena park Blvd,Ste. !01 Draper, UT 8402016:06:10 10/08/21 Phone:801-990-1775 Client FAX.,801-990-1776 Salient Architects Designed by ycamposano Tower In ut 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 OF. 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 Geomet Section Elevation Section Pole Length Size Pole Socket Length t t Grade f L 1 110.00-100.00 10.00 P10x.36513th A500-42 L2 100.00-80.00 (42 ksi) 20.00 P12x.56213th A500-42 L3 80.00-60.00 (42 ksi) 20.00 P12x1.31213th A500-42 42 ksi Tower Gusset Gusset Elevation Area Gusse!Grade Adjust.Factor A Thickness djust. Weight Mutt. Double Angle Double Angle Double Angle (per ace) A9! Factor Stitch Bolt Stitch pch Bolt Stitch Bol! t Spacing Spacing Spacing r to Diagonals L 1 g Horizontals Redundants 110.00-100.00 p 0 in to L2 1.08 in 100.00-80.00 0 0 1.08 L3 80.00-60.00 0 0 1.08 Job MxTower Laurel Stone Pa9e 6 of 59 Vector Structural Engineering, Project 2 of 24 65/W. LLC. U4654.001.211 Date Galena Park Blvd..Ste. 101 16:06:10 10/08/21 Draper,UT 84020 Client Phone:801-990-1775 FAX,801-990-1776 Salient Architects Designed by ycamposano Feed Line/Linear A Ourtenances - Entered As Area Description Face Allow Exclude or Shield Component Placement Total From Type . i Weight Leg Torque T e Number C A, Calculation f ftjfj 1 5/8 Coax C pf 1`10 Yes Inside Pole 105.00-60.00 6 No Ice 0.00 0.72 1 5/8 Coax 1/2"Ice 0.00 0.72 C No Yes Inside Pole 95.00-60.001"Ice 0.00 6 0.72 No Ice 0.00 0.72 15/8 Coax 1/2"Ice 0.00 0.72 C No Yes Inside Pole 85.50-60.001"Ice 0.00 6 0.72 No Ice 0.00 0.72 1 5/8 Coax 1/2"Ice 0.00 0.72 C No Yes Inside Pole 75.00-60.001"Ice 0.00 6 0.72 No Ice 0.00 0.72 1 5/8 Coax 1/2"Ice 0.00 0.72 C No Yes Inside Pole 65.00-60.001 Ice 0.00 6 0.72 No Ice 0.00 0.72 1/2"Ice 0.00 0.72 1"Ice 0.00 0.72 Feed Line/Linear A �uten�ance�sSe�ction Areas Tower ower Face Section Elevation AR AF Ca 4. C,,9,, Weight ! In Face Out Face LI 110.00-100.00 A r 0.000 0.000 0.000 Ib B 0.000 0.000 0.000 0000 0.0000 C 0.000 0.000 0.000 0.0000 D 0.000 0.000 0,000 21.6000 0.000 0.000 0.000 0.000 0.000 0.000 0.0000 L2 100.00-80.00 q B 0.000 0.000 0.000 0000 0.0000 C 0.000 0.000 0.000 0.0000 D 0.000 0.000 0.000 174.9600 L3 80.00-6 0.000 0.000 0.000 0.00 q 0.000 0.000 0.000 0.0000 B 0.000 0.000 0.000 0.000 0.0000 0.000 0..600 C 0.000 0.000 D 0.000 0.000 0.000 345.6000 0.000 0.000 0.000 0.0000 Feed Line/Linear AoDurtenances Section Areas - With Ice Tower Tover Face Section Elevation Ice AR A or F Thickness CA.-, C.�A"a Weight t Le in In Face out' ut Face LI 110.00-100.00 A 1.291 0.000 0.000 r lb B 0.000 0.000 0000 0.000 0.0000 C 0.000 0.000 0.000 0.0000 D 0.000 0.000 0.000 L2 100.00-80.00 q 0.000 0.000 0.000 21.6000 1"271 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 0.0000 D 0.000 0.000 0.000 L3 80.00-60.00 q 0.000 0.000 0.000 174.9600 1.240 0.000 0.000 0.000 0.000 0.0000 0.000 0.0000 Job Pag%ge 7 of 59 MxTower Laurel Stone 3 of 24 Vector Structural Engineering, Project Date LLC. U4654.0O1.211 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 FA -801-990-1776 ycamposano X. Tower Tower Face Ice AR AF C0.4 CA., Weight Section Elevation or Thickness In Face Out Face ft Leg in ft' ft, Jt, ft, lb 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 16 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 CAAA CiAA Weight or Type Harz Adjustment Front Side Leg Lateral Vert ft ofr ft' J� lb ft ft (3)Generic Panel 1004 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 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 Job Pag%ge 8 of 59 MxTvwer Laurel Stone 4 of 24 Project Date Vector Structural Engineering, LLC. U4654.O01.211 16:0610 10/08/21 651 W.Galena Park Blvd.,Ste. 101 Draper,UT 84020 Client Designed by Phone:801-990-1775 Salient Architects ycamposano FAX.801-990-1776 Description Face Offset Offsets: Azimuth Placement CAA.A C,1A,1 Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft' ft1 lb ft rt 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 4.00 400 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 qz AG FrLt2 Amt Al, Leg CSA, C.iA,a Elevation a % In Out c Face Face t r s t e ' t, r' r-'Ll 105.00 1.279 63 8.958 A 0.000 0.000 0.00 0.000 0.000 110.00-100.00 B 0.000 0.00 0.000 0.000 C . 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=i.mo Section z Kz qs 12 Ac F AF Ax Amrx Leg CAl C1A,1 Elevation a % In Out c Face Face t ft P-Sf in t' a ft, fit, ft, ft2 ftl L 1 105.00 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 Job Pag%ge 9 of 59 MxT ower Laurel Stone 5 of 24 Vector Structural Engineering, Project Date LLC. U4654.0O1.211 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 An Al,; Leg CAA CAA Elevation a % /n Out c Face Face t t PSf In t' a ft2 t1ft, t2 It, 1-2100.00-80.00 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 CH=l.loo Section z Kz qr Ac F AF An AI, Leg CA C,A.4 Elevation a % 1n Out c Face Face fil 1 Psf t' a ft2 t1ft2t, t1 Ll 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. DE DN AE F it Ctrl. Elevation Weight Weight a Face c psf t lb lb a fit, lb olf 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: 542.1600 5132.1437 OTM 0.000 lb-ft0.0000 txTawer Job �je 10 of 59 Laurel Stone P Vector Structural Engineering, Project 6 of 24 LLC. U4654.0O1211 Date t 651 W.Galena Park Blvd . ,Ste. 101 16:06:10 10/08/21 Draper,UT84020 Client Phone:801-990-1775 FAX.'801-990-1776 Salient Architects Designed by ycamposano Tower Forces - No Ice - Wind 45 To Face Section Add Self F e Elevation Weight Weight a CF 9: DF De AE F IV CO. tc !b lb e Psf Face L 1 21.6000 407.9985 A 110.00-100.00 /b 0 0.6 63 1 1 / B 0 0.6 0.000 0.0000 0.00 D C 0 0.6 1 1 0.000 D 0 0.6 1 1 0.000 L2 174.9600 1475.6735 A 1 1 0.000 100.00-80.00 0 0.6 61 1 1 B 0 0.6 0.000 0.0000 0.00 D C 0 0.6 1 1 0.000 D 0 0 6 1 1 0.000 L3 345.6000 3248.4717 A 1 1 0.000 80.00-60.00 0 0.6 58 1 1 B 0 0.6 1 1 0.0.000 0.0000 0.00 D C 000 D 0 0.6 1 1 Sum Wei ht: 542.1600 5132.1437 0 0.6 0.000 1 1 0.000 OTM 0.000lb-ft 0.0000 Tower Forces - With Ice - Wind Normal To Face Section Add Self F e Elevation Weight Weight a CE 9: DF DI, AE F t Ib lb e Psr Face Ll 21.6000 597.9346 A /b 110.00-100.00 0 1.2 8 1 1 [ B 0 12 0.000 0.0000 0.00 C 0 1.2 1 D 1 0.000 D 0 1.2 1 1 0.000 L2 174.9600 1911.2520 A 1 1 0000 100.00-80.00 0 1.2 8 I 1 B 0 12 0..000 0.0000 0.00 D C 0 1.2 1 1 0.000 D 0 1.2 1 1 0.000 L3 345.6000 3672.2840 A 1 1 0.000 80.00-60.00 0 1.2 8 1 1 B 0 12 0.000 0.0000 0.00 D C 0 1 2 1 1 0.000 D 0 1 2 1 1 Sum Wei ht: 542.1600 0.000 618].4706 1 1 0.000 OTM 0.00016-ft 0.0000 Tower Forces - With Ice - Wind 45 To Face Section Add Sef F e Elevation Weight Weight a CF q' DE DI, AE F Ctrl. t c lb lb e Psf Face Ll 21.6000 597.9346 A [' lb 110.00-100.00 0 1.2 8 1 1 [ B 0 12 0.000 0.0000 0.00 D C 0 1.2 1 1 0.000 1 1 0.000 Job PM%e 11 of 59 tnxTower Laurel Stone 7 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 81020 Client Designed by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano Section Add Set( F e CF q= DF DR AE F IV CO. Elevation Weight Weight a Face c psf t lb lb e ft2 lb Plf D 0 1.2 1 1 0.000 L2 174.9600 1911.2520 A 0 1.2 8 I 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: Dt: DR A£ F u, CO. Elevation Weight Weight a Face c psf t lb lb a fit, lb Plf Ll 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 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 iv Orl. Elevation Weight Weight a FaCe c psf t lb lb a ft, lb Plf Ll 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 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 Job Pdfte 12 of 59 MxTower Laurel Stone 8 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 Add Self F e CF q� DF DR At F 1V Ctrl. Elevation Weight Weight a Face c psf ! lb lb a ft2 lb Plf Sum Weight: 542.1600 5132.1437 OTM 0.000 Ib-ft 0.0000 Discrete Appurtenance Pressures - No Ice GH=1.100 Description Aiming Weight Offset, Offset, z K, q� C.,Ac CAC Azimuth Front Side ° lb t ft ft Psf fil'i fit, Generic Panel 100# 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 1004 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 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 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 C.AC t: Azimuth Front Side o lb fit fit ft Psf ft, ft, in Generic Panel 100# 0.0000 300.0000 0.00 0.00 105.00 1.279 8 0.00 0.00 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 1004 0.0000 300.0000 0.00 0.00 75.00 1.191 8 0.00 0.00 1.2484 (enclosed) Generic Panel 1004 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 259.5919 0.00 0.00 110.70 1.293 8 11.43 11.43 1.2980 Pie 13 of 59 Job 9 of 24 tnxTower Laurel Stone Date Project 16:06:10 10/08/21 Vector Structural Engineering, U4654.0O1.211 LLC. 651 W.Galena Park Blvd.,Ste. 101 Designed by Draper, UT 84020 Client ycamposano Phone:801-990-1775 Salient Architects FAX.-801.990-1776 CaAc C.✓lc t Offs Offset <- K= q. Side Description Aiming Weight Ofj Front Azimuth s in Ib t t t (100 lbs) . 0.00 81.50 1.212 g 0.00 0.00 1.2588 0.0000 390.0000 000 Diplexer Sum 2533.9672 Wei ht: Discrete A urtenance Pressures - Service c„=1.100 K. q. CrAr CaAc Description Aiming Weight Offset, Offset, z Front Side Azimuths t' t1 t t lb t 11 0.00 0.00 0.0000 300.0000 0.00 0.00 105.00 1.279 Generic Panel 100# 0.00 0.00 (enclosed) 0.00 95.00 1.252 11 Generic Panel 1004 0.0000 300.0000 0.00 (enclosed) 0.0000 135.0000 0.00 0.00 85.50 1.225 10 0.00 0.00 Commscope 0.00 0.00 FVV-65B-R3 0.00 0.00 75.00 1.191 10 Generic Panel 100# 0.0000 300.0000 (enclosed) 0.0000 300.0000 0.00 0.00 65.00 1.156 10 0.00 0.00 Generic Panel 100# 11 39 ]1.39 (enclosed) 0.00 121.00 1.317 11 Commander 220-3AN 0.0000 48.0000 0.00 (20.7 ft x 2.75"Dia.,24 8.87 8.87 lbs) 0.00 115.40 1.304 11 Sinclair 0.0000 20.8800 0.00 SD314-HF2P2SNM(9.5 8.00 8.00 ft x 2.38"Dia,10.44 lbs) 0.00 110.70 1.293 I l 8'-0"T-arm EPA=4 ft^2 0.0000 120.0000 0.00 10 0.00 0.00 (100 lbs) 0.0000 390.0000 0.00 0.00 81.50 1,212 Diplexer Sum 1913.8800 Wei ht: Force Totals Ib Sumo Sum of Sum of Sum of Sum of Torques Load Vertical f Forces Overturning Overturning Forces Forces MomMr Moments,M, Case X l Moments, t t I6 lb Ib Ib- Leg Weight 5132.1437 Bracing Weight 0.0000 0.000 0.000 Total Member Self-Weight 5132.1437 0.000 0.000 9188.1837 279958.142 0.000 0.000 Total Weight 0.0000 -8541.7500 139979 071 0.000 Wind 0 deg-No Ice 4270.8750 -7397.3725 -242450.863 0.000 Wind 30 deg-No Ice 6039.9294 -6039.9294 -197960.301 -197960.301 139979.071 242450.863 0.000 Wind 45 deg-No Ice 7397.3725 -4270.8750 279958 142 0.000 Wind 60 deg-No Ice 8541.7500 0.0000 0.000 0.000 Wind 90 deg-No Ice 7397.3725 4270.8750 139979.071 242450.863 197960.301 -197960.301 0.000 Wind 120 deg-No Ice 6039.9294 6039.9294 -139979.071 0.000 Wind 135 deg-No Ice 4270.8750 7397.3725 242450.863 0.000 Wind 150 deg-No Ice 279958.142 0.000 0.0000 8541.7500 242450.863 139979.071 0.000 Wind180deg-Nolce -4270.8750 7397.3725 197960.301 0.000 Wind 210 deg-No Ice -6039.9294 6039.9294 197960.301 0.000 Wind 225 deg-No Ice 7397.3725 4270.8750 ]39979.071 242450.863 Wind 240 deg-No Ice -8541.7500 0.0000 0.000 279958.142 0.000 Wind 270 deg-No Ice Job Pd�e 14 of 59 tnxTower 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 by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano Load Vertical Sum of Slim 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 !b-t lb-ft Wind 300 deg-No Iee -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 2022.6812 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-lee -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+l.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 Job PM%e 15 of 59 tnxTower 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+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+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 P*"e 16 of 59 Job 12 of 24 tnxTower Laurel Stone Date Project 16:06:10 10/08/21 Vector Structural Engineering, U4654.O01.211 LLC. Designed by 651 W.Galena Park Blvd.,Ste. 101 Client Draper, UT84020 Salient Architects ycamposano Phone:801-990-1775 FAX.801-990-1776 Gov. Axial Major•Axis Minor Axis Com onent Condition Marnent Moment Section Elevation P Load lb_t lb-ft No. ft Type Comb. lb 0.044 54 0.0031 0.026 110-100 Pole Max Tension 34 _2539.8675 0.000 0.000 Ll Max.Compression -40086.694 0.000 Max.Mx 10 -1203.4050 40086.694 Max.My 2 -1203.4050 0.000 0.000 Max.Vy 10 2756.8379 -400.00094 40086.694 Max.Vx 2 2756.8379 -0.000 Max.Torque 4 0.000 0.000 Max Tension 1 0.0000 0.000 L2 100.80 Pole 34 _8200.3662 0.000 Max.Compression 10 4876.5087 -136805.56 0.000 Max.Mx 9 2 -4876.5087 0.000 136805.569 Max.My - 5524.9375 131287.51 0.000 Max.Vy 10 3 2 -5524.9375 0.000 131287.513 Max.Vx -0.000 Max.Torque 40.000 00 80-60 Pole Max Tension 1 0.0000 0.034 _16482.334 0.000 0.000 L3 Max.Compression 50.000 10 -11017.740 -285084.49 Max.Mx 9 1 2 11017.740 0.000 285084.491 Max.My 9 10 8551.8449 -285084.49 l 0.000 Max.Vy 2 -8551.8449 0.000 285084.491 Max.Vx -0.001 Max.Torque 4 Maximum Reactions Vertical Horizontal,X Horizontal,Z Conon Gov. lb lb Location Load lb Comb. 0.0000 0.0000 Max.Vert 34 16482.3345 8541.5265 0.0000 Pole 27 8269.3585 Max.H, 0.0000 8541.5265 Max.H, 3 8269.3585 0,0000 8541.4379 Max.M, 2 285084.491 _8541.4379 0.0000 Max.M,. 10 285084.491 _4270.8647 -7397.3542 16 0.001 Max.Torsion 8269.3585 -8541.5265 0.0000 Min.Vert 11 -8541.5265 0.0000 Min.H, 11 8269.3585 0.0000 -8541.5265 Min.H 19 8269.3585 0.0000 -8541.4379 Min.M, 18 -285084.491 8541.4379 0.0000 Min.M. 26 -285084.491 _4270.8647 7397.3542 Min.Torsion 4 -0.001 Tower Mast Reaction Summa Shear•, Overterrning Overturning Torque Load Vertical Shear, Moment,M, Moment,M: lb-ft lb-ft lb-ft Combination ib lb 16 0.000 0.000 0.0000 0.0000 0.000 0.000 Dead Only 0.0000 -8541.4379 9188.1837 -285084.491 0.000 1.2 Dead+1.0 Wind 0 deg-No 11025.8108 PM%e 17 of 59 Job 13 of 24 tnxTolwer Laurel Stone Date Project 16:06:10 10/08/21 Vector Structural Engineering, U4654.O01.211 LLC. Designed by 651 W.Galena Park Blvd.,Ste. 101 Client ycamposano Draper,UT 84020 Salient Architects Phone:801-990-1775 FAX:801-990-1776 Shearr Shears Overturning Overturning Torque Load Vertical Moment.M,. Moment.A lb-ft Combination lb Ib lb lb-ft lb-ft Ice 0.0000 -8541.5265 -283748.862 0.000 0.000 8269.3585 0.001 0.9 Dead+1.0 Wind 0 deg-No -246900.396 -142548.019 Ice 11025.8198 4270.8647 7397.3542 1.2 Dead+l.0 Wind 30 deg No 141878.509 0.000 Ice 4270.8679 -7397.3598 -245740.773 0.9 Dead+1.0 Wind 30 deg-No 8269.3649 0.000 Ice 11025.8198 6039.9146 6039.9146 -201593.336 -201593.336 1.2 Dead+1.0 Wind 45 deg No -200646.506 0.000 Ice 6039.9191 6039.9191 200646.506 0.9 Dead+1.0 Wind 45 deg-No 8269.3649 -0.001 Ice 11025.8198 7397.3542 -4270.8647 -142548.019 -246900.396 1.2 Dead+l.0 Wind 60 deg-No 245740.773 -0.000 Ice 7397.3598 -4270.8679 -141878.509 0.9 Dead+1.0 Wind 60 deg-No 8269.3649 0.000 Ice 11025.8108 8541.4379 0.0000 0.000 -285084.491 1.2 Dead+1.0 Wind 90 deg-No 283748.862 0.000 Ice 0.0000 0.000 0.9 Dead+1.0 Wind 90 deg-No 8269.3585 8541.5265 Ice 7397.3542 4270.8647 142548 019 -246900.396 0.001 11025.8198 0.000 1.2 Dead+l.0 Wind 120 deg- 141878.509 -245740.773 No Ice 8269.3649 7397.3598 4270.8679 0.9 Dead+1.0 Wind 120 deg- -201593.336 0.000 No Ice 6039.9146 6039.9146 201593.336 11025.8198 0.000 No Dead+l.0 Wind 135 deg 200646.506 -200646.506 No Ice 8269.3649 6039.9191 6039.9191 0.9 Dead+1.0 Wind 135 deg -142548.019 -0.001 No Ice 11025.8198 4270.8647 7397.3542 246900.396 1.2 Dead+1.0 Wind 150 deg- _141878.509 -0.000 No Ice 4270.8679 7397.3598 245740.773 82693649 0.000 0.9 Dead+1.0 Wind 150 deg 285084.491 0.000 No Ice 11025.8108 0.0000 8541.4379 1.2 Dead+l.0 Wind 180 deg- 0.000 0.000 No Ice 0.0000 8541.5265 283748.862 8269.3585 0.001 No Dead+1.0 Wind 180 deg 246900.396 142548.019 No Ice 11025 8198 _4270.8647 7397.3542 1.2 Dead+1.0 Wind 210 deg- 141878.509 0.000 No Ice 4270.8679 7397.3598 245740.773 8269.3649 0.000 0.9 Dead+1.0 Wind 210 deg- 201593.336 201593.336 No Ice 11025.8198 -6039.9146 6039.9146 1.2 Dead+1.0 Wind 225 deg- 200646.506 0.000 No Ice 8269.3649 6039.9191 6039.9191 200646.506 0.9 Dead+1.0 Wind 225 deg- 246900.396 -0.001 No Ice 7397.3542 4270.8647 142548.019 l 1025.8198 -0.000 No Dead+1.0 Wind 240 deg 141878.509 245740.773 No ice 8269.3649 -7397.3598 4270.8679 0.9 Dead+1.0 Wind 240 deg 0.000 285084.491 0.000 No Ice -8541.4379 0.0000 11025.8108 0.000 1.2 Dead+1.0 Wind 270 deg 0.000 283748.862 No Ice -8541.5265 0.0000 8269.3585 0.001 0.9 Dead+1.0 Wind 270 deg- -142548.019 246900.396 No Ice 11025 8198 7397.3542 -4270.8647 1.2 Dead+1.0 Wind 300 deg 245740.773 0.000 No Ice 7397.3598 -4270.8679 141878.509 8269.3649 0.000 0.9 Dead+1.0 Wind 300 deg- -201593.336 201593.336 No Ice 11025.8198 6039.9146 -6039.9146 1.2 Dead+1.0 Wind 315 deg 200646.506 0.000 No Ice 6039.9191 -6039.9191 200646.506 8269.3649 -0.001 0.9 Dead+1.0 Wind 315 deg- -246900.396 142548.019 No Ice110258198 4270.8647 -7397.3542 1.2 Dead+1.0 Wind 330 deg- . No Ice h Job Pie 18 of 59 t12xTower 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 by Phone:801-990-1775 Salient Architects FAX.801-990-1776 ycam posano Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M, Moment,M lb lb lb lb-ft lb-ft lb-ft 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 1167.7267 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 -0.000 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 300 deg-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 deg-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 Ib lb lb lb 1 0.0000 -9188.1837 0.0000 0.0000 9188.1837 0.0000 0.000% Job P*"e 19 of 59 WxTQwer 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, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposanFAX.- 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 11025.8198 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 00000 -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% 20 of 59 MxTowwer Job Laurel Stone P e16 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 Py 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 of Cycles Tolerance Tolerance I Yes 6 0.00000001 0.00000001 2 Yes I1 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 11 0.00000001 0.00007793 27 Yes i 1 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 I1 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 Il 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 P4%e 21 of 59 MxTower Laurel Stone 17 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 FAX801-990-1776 ycam posano 48 Yes I1 0.00000001 0.00011510 49 Yes II 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 Harz. Gov. Tilt Tivist No. Deflection Load ft in Comb. o ° Ll 110-100 3.468 55 0.5785 0.0000 1-2 100-80 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 Tivist Radius of Load Curnature /t Comb. in o oft 121.00 (2)Commander 220-3 AN(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 ft 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 100#(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 Job PMJe 22 of 59 WxTower Laurel Stone 18 of 24 Project Date [sector Structural Engineering, LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Blvd.,Ste. 101 Draper, UT81020 Client Designed by Phone:801-990-1775 Salient Architects FAX.801-990-1776 ycamposano Maximum Tower Deflections - Design Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. o o Ll 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 Tivist Radius of Load Curvature ft Comb. in o oft 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 1004(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 100#(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„ Kl/r A P„ OP„ Ratio No. P„ ft ft ft int !b Ib �P„ L1 110-109 PIOx.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 0.003 101-100 11.1020 -1203.3900 419654.0000 0.003 1-2 100-99 P12x.562 lath 20.00 0.00 0.0 20.0771 -1596.5300 758915.0000 0.002 Job Pd"e 23 of 59 WxTower Laurel Stone 19 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 Section Elevation Size L L„ KI/r A P„ �P„ Ratio No. P„ ft ft ft int lb lb Op„ 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 PfR@e 24 of 59 WxTower 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, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano Pole Bending Design Data Section Elevation Size M,,,. �M,,,. Ratio M,,,. Old- Ratio No. M,,,. M,,,. ft lb ft lb ft �M r lb ft lb ft �M., Ll 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 n 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 Pie 25 of 59 MxTower Laurel Stone 21 of 24 Vector Structural Engineering, Project Date LLC. U4654.001.211 16:06:10 10/08/21 651 W.Galena Park Bird.,Ste. 101 Draper, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano Pole Shear Design Data Section Elevation Size Actual V„ Ratio Actual T. Ratio No. V„ V. T. T ft lb lb 0V. lb ft lb ft 0T Ll 110-109 PlOx.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 12x.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 P12x 1.312 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 501 191.0000 0.014 0.000 508049.167 0.000 75-74 6826.9302 501191.0000 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 501 191.0000 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 501 191.0000 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 P*Je 26 of 59 MxTower Laurel Stone 22 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 Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ M„r M,,, V. T„ Stress Stress ft $P„ om- 0M,,. 0V, 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 0.158 1.000 4.8.2 1� 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 0.2005 1.000 4.8.2 Y 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 0.2554 1.000 4.8.2 Y 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 0.325 1.000 4.8.2 101-100 0.003 0.346 0.000 0.022 0.000 0 349 1.000 4.8,2 L2 100-99 0.002 0.180 0.000 0.018 0.000 0.182 1.000 4.8.2 99-98 0.002 0.196 0.000 0.018 0.000 0..1/99 1.000 4.8.2 Y 98-97 0.002 0.213 0.000 0.018 0.000 0.216 1.000 4.8.2 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 }'l 95-94 0.003 0.264 0.000 0.018 0.000 0 267 1.000 4.8.2 94-93 0.003 0.281 0.000 0.018 0.000 0.284 1.000 4.8.2 93-92 0.004 0.298 0.000 0.018 0.000 0.301 1.000 4.8.2 4' 92-91 0.004 0.315 0.000 0.018 0.000 0.319 1.000 4.8.2 a1 91-90 0.004 0.331 0.000 0.018 0.000 0.336 1.000 4.8.2 0� 90-89 0.004 0.354 0.000 0.024 0.000 0.359 1.000 4.8.2 ° 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 0.4226 1.000 4.8.2 y V 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 Pie 27 of 59 WxTower Laurel Stone 23 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 Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. Criteria No. P„ MI, Nl,,,. f. T„ Stress Stress ft OP„ OM„, OM,, 0V„ 0T, Ratio Ratio 40 84-83 0.005 0.488 0.000 0.024 0.000 0.494 1.000 4.8.210 83-82 0.006 0.511 0.000 0.024 0.000 0.5117 1.000 4.8.2 Y 82-81 0.006 0.533 0.000 0.024 0.000 0.540 1.000 4.8.2 81-80 0.006 0.555 0.000 0.024 0.000 0.562 1.000 4.8.2 1-3 80-79 0.003 0.280 0.000 0.014 0.000 0.283 1.000 4.8.210 79-78 0.003 0.293 0.000 0.014 0.000 0.297 1.000 4.8.2 V 78-77 0.004 0.307 0.000 0.014 0.000 0.310 1.000 4.8.210 77-76 0.004 0.320 0.000 0.014 0.000 0•.324 1.000 4.8.2 10 76-75 0.004 0.333 0.000 0.014 0.000 0.3337 1.000 4.8.210 Y 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 0.3664 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 i0 72-71 0.005 0.386 0.000 0.014 0.000 0.391 1.000 4.8.210 71-70 0.005 0.400 0.000 0.014 0.000 0.405 1.000 4.8.210 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 0.437 1.000 4.8.210 68-67 0.005 0.447 0.000 0.016 0.000 0.452 1.000 4.8.2 i0 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 10 65-64 0.006 0.494 0.000 0.016 0.000 0-.5000 1.000 4.8.2 40 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 62-61 0.006 0.540 0.000 0.016 0.000 0.547 1.000 4.8.2 61-60 0.006 0.556 0.000 0.016 0.000 0.563 1.000 4.8.2 v Job Pie 28 of 59 WxTQwer Laurel Stone 24 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 Capacity Table Section Elevation Component Size Critical P aP.11— % Pass No. .ft Type Element Ib Ib Capacity Fail Ll 110-100 Pole PIOx.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 P12xl.312 13th 3 -10778.2998 1670640.00 56.3 Pass 00 Summary Pole(1-3) 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 mph150 mph 1-uuuu ��� �..� �—= Mx mz Vx Vz Page 29 of 59 500"° Global Mast Shear(lb) 1000 0 ° Global Mast Moment(Ib-ft 5000 k--- j o 1100.00 100;00 -- - -- - --- - -�--- --- -- -- i I ': i W eo.00' r �� 00 I : L_------- 500000 5000 10000 0 0 ab: — g LLC. Laurel Stone _ Vector Structural Englileerin , Project.V 6 Z�� APPd 651 W. Galena Park Blvd., Ste. 101 Client: Salient Architects,orawnny:ycamp_--osana _ Draper, UT 84020 code: TIA-222-H Date:— 10�o8�z�--'pwyt Phone:Sol-990-1775 path:" ' Vector Engineers FAX:801-990-1776 Maximum Values TIA-222-H -Service -60 mph Page 30 of 59 Twist(deg) 9 Tilt(deg) 0 0.05 110.so Deflection (in) 5 0 9s ' o 110.0011 1 � it II I II II 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 II I I I I I I I I L 100'09 • - -I--� - 1 �-- j- --1- - 1 -1-- 1 I I I I I I I - ---1- 100 I I I I 1 I I I .00_ _ _ - I I I I 1 - - - - - - Jill Jill Jill 1 1 1 1 I I I I I I I I I I I I I I 1 I j •I' I I I I I 1 1 I I I I I I I I I Jill I I 1 1 1 1 I I I I 1 1 1 1 1 1 1 1 1 1 1 1 Jill Jill Jill 1 1 1 1 1 1 1 1 Jill I I 1 I I 1 1 1 I I I I j I I I I Jill Jill 1 1 1 1 Jill Jill • •i 11 11 11 I I I 1 11 I I I I I I I Jill Jill 1 1 1 1 I I I I I I 1 I I I I I Jill Jill 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I I I I Jill I I I I Jill 1 1 1 1 Jill Jill Jill I 1 1 1 I 1 I1 1 1 I G I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Jill 1 1 1 I I I I I 1 1 1 1 I I 1 1 1 I I I I I I I I _ I I d �i 11 11 1 I I I I 1 I I I I I - --- o. I 89,00 I I I I I 1 1 I 1 1 I I I I I I I 1 1 1 1 Jill Jill I 1 jl Jill 11 11 1 1 I I I I 1 I 1 1 Jill 1 I 1 1 1 1 1 1 1 1 1 1 I 1 I I Jil11 1 I I Jill I I I I 1 I I I I I I I I, Jill I 1 1 1 1 1 1 1 1 1 1 1 I Ill 1 1 1 I 1 1 I I I 1 1 1 I Jill 1 I Jill 1 I 1 1 Jill 1 1 1 1 I I I I IIJill 11 I 11 111 11 11 II I 11 11 1 II I I I I 1 1 I 1 I I I I Ilij 0 — _ •��li 1 I I I I I 1I I I 1I I I I I 1 I 1 I 1 1 I I 1 —:_II I I — 1 ill 1 1 I 1 Jill I "Ill, I I I I I 1 1111 Jill I I I I Jill Jill I I I I I I I I I I 1 I I I I I Jill I I 1 1 1 1 — I 1 i 1 1 1 I I 1 1 0 0.05 0 .A—p1j_ 5 0 ob g,LLC- Laurel Stone Projec04654001.211 . 101 Drawn by:YCaRposano, op ent.ArchitectsI I II [;77ME mi10/08121 styleDraper, UT 84020ector :oTIA222- Page 31 of 59 DESIGNED APPURTENANCE LOADING TYPE I ELEVATION I TYPE ELEVATION 1(2)Commander 220-3AN(20.7 ft x 121 I(3)Commscope FW-65B-R3 185.5 _ 12.75"Dia.,24 lbs) ----j(6)Diplexer 181.5 i(2)Sinclair SD314-HF2P2SNM(9.5 ft 115.4 Bulkhead 180 !x 2.38"Dia,10.44 lbs) – r – -- —i(3)Generic Panel 100#(enclosed) 175 '(2)8'-0"T-arm EPA=4 ft-2(100 lbs) 1110.7 (Bulkhead 170 ;Top Plate 110 (3)Generic Panel 100#(enclosed) 165 i(3)Generic Panel 100#(enclosed) 1105 J Bottom Plate 160 1 I Bulkhead 100 r'oax in top section 160 � (3)Generic Panel 100#(enclosed) 195 hap section pipe i 60 � (Bulkhead"--__ 190 _ -- -- - MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 65 ksl 180 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. 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% _ 60.0 fl I i I of 'la , ml ' N N 1 0 j i o i a l a 1 !'j i •i I 'I I• ALL REACTIONS ARE FACTORED AXIAL !I 2957216 SHEAR 1 MOMENT ! !I 3815 Ib— J 2493431b-ft ! ' I 15.0 it l ' 50 mph WIND-1.0000 in ICE Iilf AXIAL 21476/b 12 a I !I SHEAR MOMENT 1111 15056 lb j_ j j 951635 lb-ft I 0 1.0 It REACTIONS-137 mph WIND L ! a u d m m L E O Vector Structural Engineering,LLC. °b:Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Project'04654-001-211 Draper, UT 84020 client: Salient Architects,Drawn by:ycamposanoApp'd: — Vector Engineers Phone:801-990-1775 code: TIA-222-H 10ate:10/11/21 !Scale: NTS FAX:801-990-1776 Path: Dwg No.E-1 Job P�Je 32 of 59 WxTower 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 111. 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 I r C I/C J 111Q w 10 in int in' in in in' in' int it? Ll 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 Job PM%e 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 by Phone:801-990-1775 Salient Architects FA -801-990-1776 ycamposano X. Tower Gusset Gusset Gusset Grade Adjust.Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Stitch Bolt Stitch Bolt (pet-face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft, in in in in 1-1 60.00-15.00 1 1 1 12 15.00-1.00 1 1 I Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement Total C.,A.t Weight or Shield From Type Number Leg Torque ft frlift pf Calculation 1 5/8 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 At, AF C.A.., C.tA., Weight Section Elevation In Face Out Face ft ft' fr' fr' ft, lb L1 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 A, CAA CiAa Weight Section Elevation or Thickness In Face Ott/Face ft Leg in ft, fr' ft= ft= lb 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 0.000 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 User Defined Loads m Job Pfje 34 of 59 MxTower Laurel Stone 3 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 Description Elevation Offset Azimuth Weight F F Wind Force CaAc From Angle Centroid jt ft olb Ib lb Ib ftp 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 CaA., CiA] Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft o ft ft, fr-' lb ft h *** (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 I"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 I"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 1004 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 V 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 Job Pd"e 35 of 59 MxTower 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 by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Description Face Offset Offsets: Azimuth Placement C,tA;i C.iAA Weight or Type Horz Adjustment Front Side Leg Lateral Vert ft 0ft ft' ft= lb 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) I"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 q= Ac F AF AR At, Leg CtA.a C4A.4 Elevation a % In OIIt c Face Face t Psf t, a fit, ft, ft, fit, ft, L160.00-15.00 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 1 1 100.00 1 0.000 1 0.000 Tower Pressure - With Ice GH=1.100 Section z Kz qr tz AG F AF AR Ateg Leg C-0.4 CiAA Elevation a % In Out c Face Face t 1 PSf in ft2 a ft2 t1 tl t, LI 60.00-15.00 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 of 59 MxTower Job P Je 56of 23 Laurel Stone Project Date Vector Structural Engineering, LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd..Ste. 101 Draper,UT 84010 Client Designed by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano GH=1.100 Section z Kz q= Ac F AF AR Alex Leg CA, CAA Elevation a % /n Out c Face Face t 1 Psf t1 a fit, t, t2 t2 t1 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 50.881 100.00 0.000 0.000 C 1 0.000 1 50.881 1 1 100.00 1 0.000 1 0.000 Tower Forces - No Ice - Wind Normal To Face Section Add Self F e CF q, D. DR AE F iv Ctrl. Elevation Weight Weight a Face c psf l lb !b a ft2 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 Ib-ft Tower Forces - No Ice - Wind 46 To Face Section Add Self F e CF q� DF DR AE F in Ctrl. Elevation Weight Weight a Face c psf t !b Ib a ft, !b pIr 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 Ib-ft Tower Forces - No Ice - Wind 60 To Face Section AddSelf F e CF q, DF DR AE F iv Ctrl. Elevation Weight Weight a Face c psf t Ib !b a t, !b Plf Job PM%e 37 of 59 MxTower Laurel Stone 6 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 ycamposano FAX.-801-990-1776 Section Add Self F e CF q= DF DR AE F iv Ctrl. Elevation Weight Weight a Face c Psf t lb lb e 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 I 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 Ib-ft Tower Forces - No Ice - Wind 90 To Face Section Add Self F e CF q= DF DR AE F iv Ctrl. Elevation Weight Weight a Face c Psf t lb lb a ft, lb pIf 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 - With Ice - Wind Normal To Face Section Add Self F e CF q, DF DR AE F IV Ctrl. Elevation Weight Weight a Face c Psf t lb lb a fit, /b Plf 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 I 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 45 To Face Job PgRe 38 of 59 tnxTower 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,UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano Section Add Self F e Cr q= DF DH A£ F iv Ctrl. Elevation Weight Weight a Face c psf t lb lb a fit, lb Plf 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 Ib-ft Tower Forces - With Ice - Wind 60 To Face Section Add Self F e CF q, DF Det AE F iv Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft, 16 Plf LI 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 Ib-ft Tower Forces - With Ice - Wind 90 To Face Section Add Self F e CF. q, DF DR A£ F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft, 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 Ib-ft Tower Forces - Service - Wind Normal To Face Job PgRe 39 of 59 t11xTower 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, UT 84020 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 it Ctrl. Elevation Weight Weight a Face c psf t lb lb a ft, lb l 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 l 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 lb a fit, lb 1 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 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 60 To Face Section Add Self F e CF q. DF DR AE F iv CO. Elevation Weight Weight a Face c psf 1 lb l6 a ft, /b J91f 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 ib-ft Tower Forces - Service - Wind 90 To Face tnx�'awle� Job Pale 40 of 59 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 AF F w Ctrl. Elevation Weight Weight a Face c psf t lb lb a fit, Ib Plf 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 Force Totals Load Vertical Sum of Slim of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments,M., Moments,M, lb lb Ib lb-ft lb-ft lb-fl 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 00000 -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 PMJe 41 of 59 WxTower 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 ycamposano Load Vertical Sum of Sum of Sum of Sum of Sum of Torques Case Forces Forces Forces Overturning Overturning X Z Moments,Mr Moments,M lb lb 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-Service1827.0700 -1827.0700 -114137.213 114137.213 0.000 Wind 330 de -Seryice -1291.9336 -2237.6946 -139788.9671 80707.1981 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+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 Job PM%e 42 of 59 tnxT ower Laurel Stone 11 of 23 Vector Structural Engineering, Project Date LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Bird,Ste. 101 Draper. UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX-801-990-1776 ycamposano 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+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 ib ft lb ft L1 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 Job PM%e 43 of 59 tnxTower Laurel Stone 12 of 23 Project Date Vector Structural Engineering, LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Bh,d.,Ste.101 Draper, UT 84020 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 lb lb 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 lb ft 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 0000 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 tnxTower Job Pie 44 of 59 Laurel Stone 13 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 Load Vertical Shear, Shear, Overturning Overturning Torque Combination Moment,M Moment,M lb lb lb lb ft lb ft lb 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 Ice 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.O 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 17631 1.931 0.000 deg+1.0 Ice+1.0 Temp tnxTawe� Job Pie 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, UT84020 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 180deg-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 Solution Summary Stun of Applied Forces Stun of Reactions Load PX PY PZ P,Y PY PZ %Error Comb. lb lb lb Ib 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 -16106.8548 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% Job PgRge 46 of 59 WxTower Laurel Stone 15 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,UT 84020 Client Designed by Phone:801-990-1775 Salient Architects FAX.-801-990-1776 ycamposano Sun:of Applied Forces Sum of Reactions Load PX Py PZ P,Y 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 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 47 of 59 WxTower P e Laurel Stone 16 of 23 Project Date Vector Structural Engineering, LLC. U4654-001-211 13:22:31 10/11/21 651 W.Galena Park Blvd.,Ste. /01 Draper, UT84020 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 Tower Deflections - Service Wind Job Pfi�je 48 of 59 WxTower Laurel Stone 17 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 84010 Client Designed by Phone:801-990-1775 Salient Architects FA801-990-1776 ycamposano X: Section Elevation Horz. Gov. Tilt Tivist No. Deflection Load Jt in Comb. o ° LI 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 Tivist Radius of Load Curvature /1 Comb. in o oft 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 1004(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 100#(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 100#(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 1009(enclosed) 51 1.580 0.2342 0.0000 75576 60.00 Bottom Plate 51 1.580 0.2342 0.0000 75576 Maximum 'Power Deflections - Design Wind Section Elevation Horz. Gov. Tilt Tivist No. Deflection Load jt in Comb. o ° LI 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 Tivist Radius of Load Curvature ft Comb. in oft 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 R 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 Job P*fte 49 of 59 WxTower 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, UT84020 Client Designed by Phone:801-990-1775 Salient Architects FAX:801-990-1776 ycamposano Elevation Appurtenance Gov. Deflection Til[ Twist Radius of Load Curvature jt Comb. in oft 95.00 (3)Generic Panel 100#(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„ Kl/r A P„ OP„ Ratio No. P" ft ft ft in lb lb OP, Ll 60-57.9384 TP42.48060.25 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 181 1090.000 0.008 37.3226 0 37.3226- 31.1944 -14839.9004 1824870.000 0.008 35.2611 0 35.2611- 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 Pd�e 50 of 59 WxTower Laurel Stone 19 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 posy no Section Elevation Size L L„ Kl/r A P„ OP„ 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 TP43.996x41.1405x0.25 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- �M- Ratio M,,,, OM,,,. Ratio No. M,. M,,,• ft lb ft lb ft Om- lb ft lb ft �M- Ll 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 Pie 51 of 59 WxTower Laurel Stone 20 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 Elevation Size MI, Ratio M,,,. OM,,,. Ratio No. M,,,. M,}. ft lb-ft lb ft Om- lb ft lb ft 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 8.53946- 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 0V„ Ratio Actual T. Ratio No. U, V. T, T. ft lb lb 0V1, lb ft lb ft OT, L1 60-57.9384 TP42.48060.25 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 P*We 52 of 59 WxTower Laurel Stone 21 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 Elevation Size Actual V, Ratio Actual rpT„ Ratio No. V. V„ T„ T. ft lb lb 0V, l6 ft lb 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 TP43.996x41.14050.25 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 of 59 WxTower Job P 22 of 23 Laurel Stone 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,x V„ T„ Stress Stress ft Op" Ou", 0M,,,, 0V �T, Ratio Ratio L1 60-57.9384 0.007 0.200 0.000 0.017 0.000 0.207 1.000 4.8.2 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 b� 53.8153 V 53.8153- 0.007 0.230 0.000 0.018 0.000 0.238 1.000 4.8.2 51.7537 V 51.7537- 0.007 0.241 0.000 0.018 0.000 0.248 1.000 4.8.2 49.6921 V 49.6921- 0.007 0.251 0.000 0.019 0.000 0.259 1.000 4.8.2 47.6305 il/ 47.6305- 0.008 0.262 0.000 0.019 0.000 0.269 1.000 4.8.2 4' 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 4� 41.4458 V 41.4458- 0.008 0.294 0.000 0.020 0.000 0.302 1.000 4.8.2 M 39.3842 V 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 35.2611 V 35.2611- 0.008 0.326 0 000 0.021 0.000 0.335 1.000 4.8.2 Y 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 6/ 29.0763- 0.009 0.360 0.000 0.022 0.000 0.369 1.000 4.8.2 27.0147 6/ 27.0147- 0.009 0.371 0.000 0.022 0.000 0.380 1.000 4.8.2 24.9532 V 24.9532- 0.009 0.382 0.000 0.022 0.000 0.391 1.000 4.8.2 Y 22.8916 M 22.8916- 0.009 0.393 0.000 0.022 0.000 0.403 1.000 4.8.2 20.83 6/ d 20.83-15 0.005 0.217 0.000 0.012 0.000 0.2222 1.000 4.8.2 Yr V L2 20.83-15 0.005 0.213 0.000 0.011 0.000 0".218 1.000 4.8.2 V 15- 13.9231 0.010 0.439 0.000 0.024 0.000 0.450 1.000 4.8.2 i V 13.9231- 0.010 0.445 0.000 0.024 0.000 0.456 1.000 4.8.2 12.8462 NxTower Job Laurel Stone Pie 54 of 59 Vector Structural Engineering, Pro'ect► 23 of 23 LLC. U4654-001-211 Date 651 W.Galena Park Blvd.,Ste. 101 13:22:31 10/11/21 Draper, UT84020 Client Phone:801-990-1775 FAX 801-990-1776 Salient Architects Designed by ycamposano Section Elevation Ratio Ratio Ratio No. P MY Ratio Ratio Comb. Allow. f M,, V, T Criteria PM c Stress Stress 12 8462- 0.010 0.451 Mn V, T, Ratio Ratio 11.7692 M. 0.024 0.000 0.462 1.000 11 7692- 0.010 0.457 V 4.8.2 10.6923 0.000 0.024 0.000 0.468 1.000 10.6923- 0.010 .� 4.8.2 9.61538 0.463 0.000 0.024 0.000 0.474 1.000 e d 9.61538- 0.010 t/ 4.8.2 8.53846 0.469 0.000 0.024 0.000 0.480 1.000 8.53846- 0.010 0.476 0.000 V 4.8.2 7.46154 0.024 0.000 0.486 1.000 7.46154- 0.010 �,� 4.8.2 6.38462 0.482 0.000 0.024 0.000 0.492 1.000 6.38462- 0.010 4.8.2 4� 5.30769 0'488 0.000 0.024 0.000 0.499 1.000 5.30769- 0.010 0.494 V 4.8.2 $� 4.23077 0.000 0.024 0.000 0.505 1.000 4.23077- 0.010 4.8.2 3.15385 0.500 0.000 0.025 0.000 0�1 1.000 3.15385- 0.011 0.506 V 4.8.2 2.07692 0.000 0.025 0.000 0.517 1.000 2.07692-10.011 1/ 4.8.2 0.512 0.000 0.025 0.000 0.523 1.000 4.8.2 Section Ca acit Table Section Elevation Component No. ft T e Size Critical p YP aP�t % Pass P L 1 60- 15 aci Element !b !b Ca ole TP42.48x36x0.25 P tY Fail 1 -17228.8008 1921340.00 40.3 Pass L2 15-1 Pole 00 TP43.996x41.1405x0.25 2 -21471,1992 2030680.00 52.3 Pass 00 Summary Pole(1-2) 52.3 Pass RATING= 52.3 Pass Program Version 8.1.1.0-6/3/2021 File://VSEFILES.vector.local/Projects/2021 Projects/U4654 Salient Arch itects/U4654-001-211 NYNYCO2219A Laurel Stone (NY,SA)/ENG/BP/Laurel Stone BP.eri VX TIA-222-H - 137 mph/50 mph 1.0000 in Ice Exposure Vz p ure C Maximum Values Mx Mz Page 55 of 59 I Global Mast Shear(Ib) ! 60,00 5000 10000 15000 20000 ° Global Moment (lb-ft)7-Ti, _1 IIS 500000 I 1e+006 —�60 00 I I I I i r I I i i 'll I I I I I W I r l l II r I I I ! I I I i I i I I I II I I I I i I 15.00 I 1 I I I I I r r I I I ______ _ r 11 I I 1115,00 ' r I • , ; ' I I I I ' I I I , ' I I 1 I I I i I I I 1.00 1I"'- O -_I __L_IrL1_ 5000 10000 15000 20000 —_. '' . 0 �__ I00 500000 1 1e+006 Vector Structural Engineering, Laurel stone LLC. °b _e_ ., __ 651 W. Galena Park BlvdSte. 101 Project: 4-p.291 ----� 4020 Draper, UT 8creU VectorEngineers Phone:801-990-1775 code: Salient Architects Y: Dr— awT n'—_-y_------_ —�nIPOSanOTAPP'd: FAX:801-990- TIA-222-H Date: 1776 path: 10/11/21 scale: NTS TIA-222-H -Service .60 mph Maximum Values Page 56 of 59 Deflection (in) 60.00.5 Tilt 0— 1 ,,5 (deg) - -F�-- , _ ? 0 0.05 0.1 0.,5 0.2 0.25 0 Twist(deg) 0.05 I I I I I I I I I I I I I I I 0.00 I I I I I IIII I III Ij j � 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 II IIII I I I I I ' I IIII IIII IIII IIII 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 IIII I I � � � I • i � j I I I 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 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 IIII IIII III II I IIII I I I I I I I i t jl ( 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 l ii I i i I I I I I I I I I III i t I I I I I I I I I I I I I I I IIII IIII II IIII I I I I I I I IIII IIII IIII III IIII I I I I I I ' I III I I I I I I I I � I IIII IIII Ihll IIII I I I I I I O I i i I , I I I I III I III I I I I I I I i I I I I I IIII IIII IIII I I O IIII I W I I � � I IIII IIII I II IIII IIII I I I I I I I II " � 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 � IIII IIII III IIII IIII I I I I ' I IIIII IIII IIII I I I I I I ij � IIII IIII I I I I I III I I I I I I , i I i I I I I IIII IIII I I I I I I 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 IIII I IIII IIII I I I I I ' IIII IIII IIII 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 III IIII IIII I I I I I j 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 0 I -'—`--I-�--_1 -I115_ 0.5 1 I I I I I I I I I 2 0 0.05 0.1I I I I 0,15 0.2 0.25 0 1.00 0.05 0.1 hector Structural Engineering,LLC. ob Laurel Stone 651 W. Galena Park Blvd., Ste. 101 Projeq:V46- 54-Ot71 Vector Engineers 11 Draper, UT 84020 client:gallentA efh cts' _ Y� Phone:801-990-1775 Drawn b -- code: TIA_222 H -- Date. Yo mp�sanoAPP FAX:801-990-1776 Pates-_��0/11/21 _ Scale: NTS FD-9 No.E5 9 � Page 57 of DESIGNED APPURTENANCE LOADING59 TYPE ELEVATION 1(2)Corltmander220-3AN(20.7 ft x 121 TYPE ELEVATION 2'752.75 GI — (3)Generic Panel 100#(enclosed) g5 (2)Sinclair SD314HF2P2SNM(9.5 k 115,q --j Bulkhead (2.38"Dia,10.44 lbs) Bulkhead Panel 100__ (enc�osed)— IBg j (2)8'-0"T-arm EPA=4 ft"2(100 lbs) 110.7 Top Plate ,80 — 110 Generic Panel 100#I (3)Generic Pa 10�_0#(enclosed) 105 Bulkhead— ���r--I 75 Bulkhead (3)Generic Panel 100#(enclosed) 18 I 100 --Bottom Plate 60 GRADE MATERIAL STRENGTH 1n500-42 142 ksi FY 58 ksi Fu GRADE FY 1 Fu 110-Oft t, TOWER DESIGN NOTES 1. Tower is located in Suffolk county, I I j I 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. I o 4 Tower is also thickness with height ned fora 50 mph basic wind with 1.00 in ice.Ice is considered to increase o o I j I 5. Deflections are based upon a 60 6. Tower Risk Cate o mph wind. o I 7. Topographic9ry111. Category 1 with Crest Height of 0.00 ft 8. TOWER RATING:56.2% I I j --'----� 1 100_0 k I I I � I I N N a I I I I arm 1 80__0 it I I I i I I I I I I I I i ALL REACT/ONS ARE FACTORED AXIAL N I I 1 16210/b M I l o I R SHEAR T I N MOMENT N a j I 2335/6- ----j j 75773 Ib-ft I I i 50 mph WIND-1.0000 in ICE I AXIAL ORIGINAL TOWE{q I , 10753/6 LOADING PER TIA-222-H I —L- 1 I SHEAR ,' I MOMENT —�_ 8542/b so.o k 1 I 285017/b-ft JJJ REACTIONS-137 mph WIND N � l m . I � I � Vector Structural Engineering,LLC. Ob Laurel Stove 651 W. Galena Park Blvd., Ste. 101 Project.V 0 2" _`—_-- lient: Vector Engineers Draper, UT 84020 CPhone:801-990-1775 Salient Architects'Drawn by: Cod --- - --e. " i yramPosano,Ar pp'd, Pat--hti-TIA 222�H iG _ 1�121Soale FAX:801-990-1776 NTS ...... I Dwg No.E-1 • m DESIGNED Page 58 of 59 TYPE APPURTENANCE LOADING I(2)commanderz2o- ELEVATION 12.75"Dia.,24lbs) 3Ald(20.7ftx 1121 TYPE ELEVATION I IBulkheatl (2)Slnclalr SD314-HF2P2SNM(9.5 ft 115.q 190 X23 2.38"Dla,10.441bs) '---t3)Generic Panel 100#(enclosed)85 —� j Bulkhead 1(2)8'-0"Uarm EPA=oft 2(1001bs - ___ 0 110 7 --- (3)G Panel 10—�#(enUosetl) 75 _ I TDP Plate Bulkhead Generic Panel too)Bd)� 7Bulkhead —"�Generic Panel l o0#(enclosed) 65[(3) 3)Generic Panel 100# 1100 -= Bottom Plate — _-_— (enclosed) 95 Coax in top coon se 160 —� I`P section pipe 60 --- - 160 _---- GRADE Fy MATERIAL STRENGTH IA57p�g5 165 ksi I —Fu GRADE 8_ o ksi —I Fy Fu 1. Tower is located in Suffolk Co nOWER DESIGN NOTES tY New York. 2. Tower designed for Exposure C to the T A-22-H Standard. 3. Tower designed fora 137 4. Tower d also designed fora h basic wind in accordance with the TIA-222_ in thickness with height. Mph basic wind with 1.00 in ice.Ice is co H Standard. 5. Deflections are based considered to increase 6. Tower Risk Cate o upon a 60 mph wind. 7. Topographic Categoryr III. 8. TOWER RATING: �wtth Crest Height of 0.00 ft I I I I I I Ili I'I ' i i Flo oI ...II I I i I'i�I�II I 1 � ilk I Ili ALL REACTIONS i I I II ARE FACTORED Ii�l�l1� I I I I I i'Ili AXIAL IIIII! 29302 lb i I I I I i a l iII,I I�I I SHE MOMENT l-- I I I (hi I 15�fl i I l� 3815/b r _J i 249287 lb-ft m I �-1 m I m I I; l 50 mph WIND-1.0000 in ICE „I!III II 21206 1b ORIGINAL TOWER I I I it I II SHEAR LOADING PER TIA-222_H to Iili'i�1 15056 lb I MOMENT I I ft I I t� J t 951425 lb-ft r I n REACTIONS-137 mph WIND 1 o I w l ^ I c A E J ° p Vector Structural Engineering,LLC. ob Laure/Stone 651 W Galena Park Blvd., Ste. 101 Projec--�t—— Vector Engineers Draper, UT 84020 U4654.001 211 ---- "----_____ Cent Architects)Drawn ey:"— Phone:801-990-1775 codes— q a--- FAX:801-990-1776TIA-222-H—'"ycamPosanol PP'• Date 10/11/21 scale: NTS _ Dwg 1o. ITC Hazards by Location Page 59 of 59 Search Information i Ne'.V 146en.- wwv'6yiiuvn: -;a,lYesfarly Address: 7055 Main Rd, ° _ _ Mattituck, NY 11952, USA Brid geport, 21 ft Coordinates: 40.9783465,-72.5463396 - Elevation: 21 ft o _ - %qusitauk Timestamp: 2021-10-08T20:25:44.642Z IZevertieat� Hazard Type: Wind '. Sovthdamptdn. 'r; ` Long lsl_and=r :' Map data©2021 Google ASCE 7-16 ASCE 7-10 ASCE 7-05 MRI 10-Year 76 mph P MRI 10-Year 79 mph ASCE 7-05 Wind Speed ® 120 mph P MRI 25-Year 87 MRI 25-Year 89 mph mph You are in a wind-borne debris region. P MRI 50-Year 98 mph P MRI 50-Year 99 mph MRI 100-Year 105 mph P MRI 100-Year 109 mph Risk Category 1 119 mph P Risk Category I 124 mph Risk Category II 128 mph Risk Category II ®, 135 mph Risk Category III ® 137 mph You are in a wind-borne debris region 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, you are in a wind-borne debris region. If Risk Category III-IV 145 mph other occupancy, use the Risk Category 11 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 Risk Category IV A 142 mph debris region. If other occupancy, use the Risk Category 11 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 s t. j Centerline Communications 5550 Merrick Roads 9 LLC uite 302 April 28 2022 Massapequa, NY 11758 Town of Southold Building Department 54375 Rte.25 Southold,NY 11971 Attention:Building Department IV RE: Dish Wireless—Site NY L' NYCO2219A-Building Permit Application Premises: 7055 Main Road,Mattituck,NY 11952 PR 2022 SCTM# i Section 122,Block 6,Lot 35.4 BUILDING DEPT Building Department: ° .0F Sn1 t- Our office represents Dish Wireless LLC. Dish is seeking to install antennas on an e wireless telecommunication facility at the subject premises which will allow Dish to r to the Town of Smithtown. As shown in the plans submitted to the Tow existing public utility (3)antennas on this existing telecommunications concealment pole. p better service Tow. Dish is Proposing to install three Attached for your review. - Building Permit Application - Four(4)sets of signed and sealed construction drawings,prepared by Salient Architects and dated 23,2022 including site plan. A check(#1391)for$4,000.00 as a consultant review Escrow Fee. February A Structural Analysis from Vector Engineers dated October 12,2021. County Electricians License. All required insurance forms for the contractor who will be performing the work and a co - An application for Certificate of Occupancy form PY of the Suffolk Section 6409 of the Federal Middle Class Tax Relief and Job Creation Act("Section 6409" Under Section 6409,your city retains discretionary zoning review over the construction of new collocations and/or equipment upgrades at existing telecommunications facilities must be approved.)was adopted t 2012. below,this application must be approved no later than June 27,2022 that is 60 days from date towers,but simple As described The new law provides that: of submission. "a State or local government may not den substantially change the physical dimensions of such y,and shall approve,any eligible facilities request for a modification of an existing wireless tower or base station that does not station." (Emphasis added.) h tower or base The federal law defines an"eligible facilities request"as"(A)collocation of new transmission equipment; removal of transmission equipment;or(C)replacement of transmission equipment." (Emphasisd (B) Also,the Federal Communications Commission issued a Wireless Infrastructure Report andOr eonadded.) ("FCC Order")which established regulations that clarify and streamline the municipal approval process facilities requests under Section 6409.A co October 17,2014 copy of the FCC Order is enclosed herewith. P s for eligible The FCC Order clarifies that municipal review of an eligible facilities request is limited to determini request falls within Section 6409: ng whether the eState or local government may require the applicant to provide documentation or information only reasonably related to determining whether the request meets the requirements of this section[Section 6 State or local government may not require an a to the extent limited to documentation intended to illustrate the need for such wireless facilities or to justify the business409]. q applicant to submit any other documentation,including but not modify such wireless facilities."47 C.F.R. 1.40001(c)(1)(Emphasis added). decision to c r The FCC Order also specifies that the term"base station"includes any structure that supports communications equipment. Since this structure already supports station"under Section 6409 y Pports communications equipment,t is houses,, considered a"base I DISH's A alication is an Eli ible Facilities Re nest under Section 6409 i' Dish's application qualifies as an eligible facilities request under Section 6409 because the proposed involves"a modification of an existing wireless tower or base station that does not substantially chane the dimensions of such tower or base station." P P ed installation g physical As shown on the plans prepared by Salient Architects,dated 2/23/22,Dish's proposed installation consist the following elements: principally of Dish Wireless is proposing to install three 3 e will be installing an equipment compound on the ground which will 35 s q panel antennas on the existing telecommunication pole. Dish Of one(1)equipment cabinet, six(6)remote ra a power protection cabinet. dio heads, six(6)diplexers, will consist one(1)OVP a telco ft. The equipment enclosure, Accordingly,DISH installation involves the installation of transmission equipment and the collocation of transmission equipment that will not increase the height of the base station. As a result,the installation"d substantially change the physical dimensions of such tower." Therefore,this proposed installation constitute new "eligible facilities request"under Section 6409,and mus[ r. approved. "does not ute an Timeline for Review and A royal 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 Ord t application. at C.F.R.municipality 1 must (Emphasis added). Clock"). Thus,the city must a ) (Note,the sixty(60)-day period is also known asthethe The FCC Order provides that upon a municipality's failure to act prior to expiration of the Shot Clock,approve this application within sixty(60)days of its receipt,no later than June 27,2022. shall be deemed granted"and DISH will be legally entitled to proceed with construction. 47 C.F.R. 1.40001 (Emphasis added). k,the"request (c)(4) Note that the FCC Order does allow the Shot Clock to be tolled if an application is incomplete. However,in or 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 . der to information,47 C.F.R. 1.40001)c )3)i The notice mus["clearly and specifically"describe the missing documents or determination of whether the application qualifies as an eligible facilities request. If the muni )( )(),and,as previously mentioned,such documentation must be necessary to the additional information after the first thirty(30)days have passed,we will still provide an information allowed under the FCC Order,but the Shot Clock will not be tolled. municipality requests P y"reasonably related" In light of the foregoing,DISH respectfully requests that its proposed equipment upgrades be approved. In the meantime,if you have r ny questions,please feel free to call or email me. Thank you for your cooperation. _ P Patrick O'Rourke A Centerline Communications,LLC 5550 Merrick Road,Suite 302 Massapequa,NY 11758 516-263-8817 cell patrick@brennanshore com � NJ.A. LEE 4 w/ ELECTRIC .1.A.Lee Electric Inc. I 1 Melanie Lame,Suite 11,Last Hanover,N.1 07936 1 Phone:718-729-7662 Fix:631-392-1039 December 6,2022 VIA FEDEX @ Town of Southold Site:# NYNYCO2219A Attn: Building Department 7055 Main Road 54375 Main Road Mattituck, NY Southold, NY 11971 Bldg Permit#48314 To Whom It May Concern: Enclosed please find the signed and seal one(1)originals application for electrical inspection with a check in the amount of$125.00. SCOPE OF WORK:Utilize existing meter bucket 200AMP Dish Wireless Telecommunications If you should have any questions, please do not hesitate to contact me at 347-546-4667. Thank you, ai:lt,qailt&ai:(fi,quelioal: r.2 D* DEC 8 2022 P 11�'2sl..rT)J `A DEPT. s 3 NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE I nysif.com """""" 270807207 MILLENNIUM ALLIANCE GROUP LLC 534 BROADHOLLOW RD STE 103 •• 0 MELVILLE NY 11747 �• Y SCAN TO VALIDATE POLICYHOLDER AND SUBSCRIBE COMCELL CONSTRUCTION CORP CERTIFICATE HOLDER 1373 LINCOLN AVENUE TOWN OF SOUTHOLD HOLBROOK NY 11741 53095 ROUT 25 P.O.BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER 12108505-5 714838 POLICY PERIOD 08/02/2021 TO 08/02/2022 DATE THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YO 07/SURA 1 FUND UNDER POLICY NO. 2108 505-5, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER COMPENSATION UNDER THE NEW YORK WORKERS'COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS STATE INSURANCE STATE OF NEW YORK,EXCEPT AS INDICATED BELOW,AND,WITH RESPECT TO OPERATIONS OUTSIDE FOR WORKERS' THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. OPERATIONS IN THE IF YOU WISH TO RECEIVE NOTIFICATIONS E OF NEW YORK,TO CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS:/ REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF CETIFICA ION THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE CERT CATIONS. W.NY O GIG M/CERT/ THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH TO GIVE SUCH OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER A WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OFA ANROFS TO WAIVE ITS RIGHT EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTEREDMOUNTS WE PAID IN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. OUR INSURED IN THE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CO INTO A WRITTEN COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ALT AFFORDED BY THE POLICY. CONFERS NO RIGHTS NOR INSURANCE ER THE COVERAGE � NEW YORK STATE INSURANCE FUND 518222240 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: I��IIIIVIIII�II�0000001011000110�091537211958II�IIIIII��IIII Fc+m WC-CERT-NOPRIN'1Version 3(08/29/2019)[WCpolicy-21085055] SSS [00000000000095372958][0001.000021085055][J14ll[15681-0 Ce U-26.3 7][ rtNaP{p1T 11fn1-nrw.., COMCCON-01 CERTIFICATE OF LIABILITY INSURANCE DARL�As THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON DATE(MM/DD CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVE 7/29/2021 BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE 1 REPRESENTATIVE RT PRODUCER,AND THE CERTIFICATE HOLDER. THE CERTIFICATE HOLDER.THIS RAGE AFFORDED BY THE POLICIES IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INS DING INSURERS, If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain Policies ( ) AUTHORIZED this certificate does not confer rights to the certificate holder in lieu s such endorsement(s). policy, main INSURED provisions or be endorsed. PRODUCER License#BR-870302P cies may require an endorsement. A statement on Millennium Alliance Group,LLC I CONTACT Darleen Aslanis Ext.161 Melville,NY 11747 534 Broadhollow Rd. NAME Ste.103 ac°,,"r o,Eye:(516)496-8004161 FAX E-MAIL ADDRESS:Aslanis@mag-inSUrance.com a/C,No _ INSURERS AFFORDING COVERAGE INSURED --- INSURER -American Empire$UrpIUS Lines Insurance CO. "AIC Comcell Construction Corp I"SURER e:Merchants Preferred Insurance Com an 35351 1373 Lincoln Avenue INSURER C:RSUI IndemnityInsurance an InsuranC12901 Holbrook,NY 11741 I"SURERD:Arch S ecial Insurance Co 22314 INSURE?E:Liber /Insurance Underwriters Inc 21199 COVERAGES CERTIFICATE NUMBER: SURE 21199 F. 19917 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES REVISION NUMBER: EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS ABOVE FOR THE POLICY PERIOD CHT INSR DESCRIBED HEREIN IS STUB ECT TO ALLOTHEITERMS, TYPE OF INSURANCE ADDLISUBRHIS WI A X COMMERCIAL GENERAL LIABILITY O POLICY NUMBER POLICY EFF POLICY EXp CLAIMS-MADE X OCCUR LIMITS X Contractual Llab. X I PLE737843 EACH OCCURRENCE $ 1,000,000 7/8/2021 7/8/2022 OAMAGEM5ESO RENTED(Ea grcurrence) $ 50,000 GEN'LAGGREGATE LIMIT APPLIES PER: I MED EXP An one arson $ POLICYX JECT LOC I PERSONAL 8 ADV INJURY $ 1,000,000 OTHER: GENERAL AGGREGATE $ 2,000,000 B PRODUCTS-C ,000 AUTOMOBILE LIABILITY OMP/OPAGG 2,000 POLICY AGGREGAT X ANY AUTO I COMBINED SINGLE LIMIT 5,000,000 OWNED SCHEDULED I CAP1052866 22 Ea a cident $ 11000,000 8/23/2021 7/8/20 AUTOS ONLY AUTOS I HIRED BODILY INJURY Per erson $ AUTOS ONLY AUTOSOONLY BODILY INJURY Per accident C PROPERTY DAMAGE UMBRELLA LIAR Per acci X OCCUR dent $ X EXCESS LIAR CLAIMS-MADE $ NHA094791 7/$/2021 7/8/2022 EACH OCCURRENCE DED RETENTION $ 2,000,000 WORKERS COMPENSATION AGGREGATE $ 2,000,0()0 AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N PER $ SJFFICER/MEMBER EXCLUDED? STA LITE ERH- if andatory In NH) NIA A DESCRIPTION OF OPERATIONS below E.L.EACH ACCIDENT D Excess Liab E.L.DISEASE-EA EMPLOYE $ E Excess Liab. I UXP1045284-00. 7/8/2021 7/8/2022 E.L.DISEASE Agg LIMIT $ 1000352540.03 7/8/2021 7/8/2022 Per OCC/Per Agg 3,000,000 OF DESCRIPTION toater-Hartford OPERATIONS/LOCATIOINS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) 5i��0,0�0 Equipment Flons.CO.,Policy#12MSJE3032 9/14/20-9/14/21 8250,000 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 ENV700370 2/17/2021'-2117/2022 81,000,000 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 Town Of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 Route 25 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN P.O.Box 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATNE CORD 25(2016/03) (_\ Q/�,"�' The ACORD name and logo are registered marks of ACORDCORD CORPORATION. All rights reserved. YORK Workers' STATE compensation CERTIFICATE OF Board DISABILITY AND PAID FAMILY AVE NCECOVERAGE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insura 1a.Legal Name&Address of insured(use street address only) COMCELL CONSTRUCTION CORP. nce Agent of that Carrier 1 b.Business Telephone Number of Insured 1373 LINCOLN AVENUE HOLBROOK, NY 11741 631-654-5915 Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,wrap-Up Policy) 1 C.Federal Employer Identification Number of Insured or Social Security Number 2.Name and Address of Entity Requesting Proof of Coverage 27-0807207 (Entity Being Listed as the Certificate Holder) 3a.Name of Insurance Carrier Town of Southold 53095 Route 25 Standard Security Life Insurance Company of New York P.O- Box 1179 3b.Policy Number of Entity Listed in Box"1a" Southold, NY 11971 R90293-000 3c.Policy effective period 4. Polis 1/1/2013 to 4/11/2023 Policy provides the following benefits: Q A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: ❑Q 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,1 certify that I am an authorized representative or licensed agent of the insurance carrier referenc insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc Date Signed 4/12/2022 d above. ed above and that the named 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/POLIO IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's auth .ze d representative or NYS SERVICES on 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 o Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensati on Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902 5200. State of New York the NYS e completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Parti has been PART 2.To bchecked) According to information maintained by the NY8 Workers Compensation Board, the above-named e NYS Disability and Paid Family Leave Benefits Law with respect Compensation oSat OneBOard employer has complied with the Ployees. Date Signed By Telephone Number (Signature of Authorized NYS Workers'compensation Board Employee) Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance ami brokers are NOT authorized is issue this and NYS licensed insurance DB-120.1 (10-17) form. III Illlliiuiiiiiiiiiiii (iiiiiiiiiiiiimii ) 1111111