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Application Development Application Transmittal Link to Project Application: Day Wireless CUP H-2019-0115 Transmittal Date: 01/08/2020 Hearing Date: February 20, 2020 Assigned Planner: Sonya Allen To view the City of Meridian Public Records Repository, Click Here The above “Link to Project Application” will provide you with any further information on the project. The City of Meridian is requesting comments and recommendations on the application referenced above. To review the application and project information please click on the application link above. The City of Meridian values transparency and makes a variety of information available to the public online through our public records repository. We request that you submit your comments or recommendations prior to the hearing date specified above. When responding, please reference the file number of the project. If responding by email, please send comments to cityclerk@meridiancity.org. For additional information associated with this application please contact the City of Meridian Planner identified above at 208-884-5533. Thank you, City Clerk’s Office 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208.888.4433|Email: cityclerk@meridiancity.org Built for Business, Designed for Living All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. Hearing Date: February 20, 2020 File No.: H-2019-0115 Project Name: Day Wireless Request: Conditional use permit for a new 125-foot tall (self-support tower) wireless communication facility in an I-L zoning district that doesn’t comply with UDC 11-4-3- 43C.8, which prohibits lattice designed structures, as required by UDC 11-4-3-43C-10, by Day Wireless. Location: The site is located at 1668 E. Franklin Rd., in the SW ¼ of Section 8, Township 3N., Range 1E. Planning Division DEVELOPMENT REVIEW APPLICATION STAFF USE ONLY* t Project name: re less File number(s): I jetZ7,0� Assigned Planner: /iy,, l Relatedfiles: '2009-0370 Type of Review Requested (check all that apph ❑ Accessory Use (check only 1) ❑ Daycare ❑ Home Occupation ❑ Home Occupation/Instruction for 7 or more ❑ Administrative Design Review ❑ Alternative Compliance ❑ Annexation and Zoning ❑ Certificate of Zoning Compliance ❑ City Council Review ❑ Comprehensive Plan Map Amendment ❑ omprehensive Plan Text Amendment IV Conditional Use Permit ❑ Conditional Use Modification (check only 1) ❑ Director ❑ Commission ❑ Development Agreement Modification ❑ Final Plat ❑ Landscape Plan Modification ❑ Preliminary Plat ❑ Private Street ❑ Property Boundary Adjustment ❑ Rezone ❑ Short Plat ❑ Time Extension (check only 1) ❑ Director ❑ Commission ❑ UDC Text Amendment ❑ Vacation (check only 1) ❑ Director ❑ Commission ❑ Variance ❑ Other 3 Applicant Information Applicant name: Annie wmer on behalf of Day Wireless Phone: (541)844-6870 Applicant address: 7117 SW Bevelend Rd. Suite 101 Email: annle.wymeug(seanel City: nem State: oR Zip: 97223 Applicant's interest in property: Vown []Real ❑ Optioned ❑ Other Owner (lame: Who Communications LLC db. Dey Wireless Systems Phone: 1503) 659-1240 Owneraddress: 4700SElmermidtimuway Email: shankins@daywheless.com City: Mlhvaukle State: ort Zip: 97222 Agent/Contact name (e.g., architect, engineer, developer, representative): Annle wymer Firm name: TechimotlyAssociates EC Inc Phone: (541)844.6870 Agent address: 71178weeyeland Rd.Suilei0l Email: annle.w .ja?laec.net City: nam State: OR Zip: 97223 Primary contact is: MApplicant ❑ Owner Agent/Contact Subject Property Information Location/street address: 1668E.Fumklin Rd.Meddlan.ID83642 Township, range, section: 3N1E8 Assessor's parcel number(s): R543oz5o2o9 Total acreage: 2.5 Zoning district: LL Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 wiwe.nierldiancitv.oil , flanilin, Xerr(21212018) Project/subdivision name: Madden sob General description of proposed project/request: Pre sal Is for constnucton of a US' self-supporthai steel tower for use as a suonslructurefor Proposed zoning district(s): i -L Acres of each zone proposed: 2.5 Type of use proposed (check all that apply): ❑ Residential ❑ Office Wcommercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? N/A Which irrigation district does this property lie within? N/A Primary irrigation source: Secondary: NIA Square footage of landscaped areas to be irrigated (ifprLnary or secondary point of connection is City water): N/A Residential Project Summary (if applicable) Number of residential units: NIA Number of building lots: Number of common lots: N/A Number of other lots: Proposed number of dwelling units (for multi -family developments only): 1 bedroom: NIA 2-3 bedrooms: NIA 4 or more bedrooms: N/A Minimum square footage of structure (excl. garage): NIA Maximum building height: NIA Minimum property size (s.f): N/A Gross density (Per UDC II -IA -1): N Acreage of qualified open space: NIA Average property size (s.f.): NIA - Net density (Per UDC I I -IA -1): Percentage of qualified open space: Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Amenities provided with this development (if applicable): N/A Type of dwelling(s) proposed: ❑ Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: NIA Common lots: N/A Other lots: NIA Gross floor area proposed: Existing (if applicable): Howl of operation (days and hours): NIA Building height: NIA Total number of parking spaces provided: NIA Number of compact spaces provided: N/A Authorization Print applicant name: Applicant signature: Date: Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.nreridiancilv.orplulannin" -2- Rew(21812018) September 27, 2019 City of Meridian — Community Development Attn: Planning Division 33 E. Broadway Ave. Suite 102 Meridian, ID 83642 Re: Written Narrative for Conditional Use Permit Submittal Site Information: Day Wireless 1668 E. Franklin St. Meridian, ID 83642 DESCRIPTION OF PROPOSAL Proposal is for construction of a 125' self-supporting steel tower for use as a support structure for radio antennae and transmission lines. Location of proposed tower will be at 1668 E. Franklin Road, on Day Wireless Property near the new multi -tenant flex building on 2.5 acres of land in the I -L Zoning District. EXPLANATION OF PROPOSAL Day Management currently owns the lands and will need to operate a communications facility at the location of the proposed tower. Day Management owns all improvements currently at the site. Day Management will need to construct this tower at the location depicted on the attached construction drawings for 1668 E. Franklin Road, to support Emergency Responder, Hospital Communications and Business Operations. The proposed 125' tower height is needed to provide the required coverage area for said location including Emergency Responder, Hospital Communications and Business Operations. This proposed 125' tower would be replacing two ((1)120' & (1) 50') towers from the current Day Management location in Boise. ADDITIONAL CONSIDERATIONS Nearby the site of the proposed construction, there are several existing Self -Support lattice Towers that appear to be in excess of 100' above ground level. These locations are shown on the attached map and photos. We foresee no additional impact to the neighboring tenants, nor to the land uses, water or soil quality, of the neighboring landowners by constructing the proposed 125' Tower. October 23, 2019 City of Meridian — Community Development Attn: Planning Division 33 E. Broadway Ave. Suite 102 Meridian, ID 83642 Re: I Planner Questions and Response for Conditional Use Permit Submittal Site Information: Day Wireless 1668 E. Franklin St. Meridian, ID 83642 RESPONSE TO PLANNER INQUIRY DATED 10/23/2019 INQUIRY #1: "You mentioned in your narrative that there are several existing self-support lattice towers nearby the site that appear to be in excess of 100' tall; could these towers accommodate the proposed equipment? If not, you need to submit documentation demonstrating the proposed towner or antenna can't be accommodated on an existing or approved tower or structure as noted in UDC 11-4-3-43C.3. https://www.sterlinecodifiers.com/codebook/index.php?book id=306" RESPONSE: Day Wireless is unable to collocate on any of the existing Self -Support Lattice Towers that appear to be in excess of 100' due to there being no available mounting space for our equipment at the centerline (height) required for coverage. The Lot Line maps provided within the Conditional Use Application show that Day Wireless's equipment will need to be placed at a minimum of 120' in order to continue servicing the populations identified in Nampa, Mora and Mercy. INQUIRY #2: "The proposed tower is required to be designed (structurally & electrically) to accommodate the applicant's antennas as well as collocation for at least one additional user per UDC 11- 4-3-43C.1; the plans should reflect/note this." RESPONSE: The proposed tower is designed both structurally and electrically to accommodate a future collocation for at least one additional user. Our drawings have been revised to more clearly depict this standard and are attached to this inquiry response. 2. The facility shall be painted a neutral, non -reflective color that will blend with the surrounding landscape. Recommended shades are gray, beige, sand, taupe, or light brown. All metal shall be corrosive resistant or treated to prevent corrosion. RESPONSE: The facility will be neutral and all metal will be corrosive resistant. 3. All new communication tower facilities shall be of stealth or monopole design, unless the decision making body determines that an alternative design would be appropriate because of location or necessity. RESPONSE: The proposed tower is of an alternative design as a self-support lattice tower. Day Wireless intends to illustrate the necessity of this design with regards to both location and necessity as it relates to coverage replacement and enhancement for existing populations, first responders and hospital facilities. This proposal intends to go through the appropriate decision making body. 4. No part of any antenna, disk, array or other such item attached to a communications tower shall be permitted to overhang any part of the right of way or property line. RESPONSE: No part of any antenna, disk, array or other items attached to the communications tower will overhang any part of the property line. 5. The facility shall not be allowed within any required street landscape buffer. RESPONSE: The proposed facility is not located within any required street landscape buffer. 6. All new communication tower facility structures require administrative design review approval, in addition to any other necessary permits. Structures contained within an underground vault are exempt from this standard. RESPONSE: The proposed tower will go through all proper administrative design review/approval and obtain all required permitting. 7. Any equipment at ground level shall be screened by a sight obscuring fence or structure. RESPONSE: All ground level equipment will be appropriately screened. 8. All tower facilities shall include a landscape buffer. The buffer shall consist of a landscape strip of at least five feet (S') wide outside the perimeter of the compound. A minimum of fifty percent (50%) of the plant material shall be of an evergreen variety. In locations where the visual impact of the tower is October 24, 2019 City of Meridian —Community Development Attn: Planning Division 33 E. Broadway Ave. Suite 102 Meridian, ID 83642 Re: Written Narrative for Alternative Compliance Checklist Site Information: Day Wireless 1668 E. Franklin St, Meridian, ID 83642 DESCRIPTION OF PROPOSAL Proposal is for construction of a 125' self-supporting steel tower for use as a support structure for radio antennae and transmission lines. Location of proposed tower will be at 1668 E. Franklin Road, on Day Wireless Property near the new multi -tenant flex building on 2.5 acres of land in the I -L Zoning District. DESIGN STANDARDS PER UDC 11-4-3-43E 8. All tower facilities shall include a landscape buffer. The buffer shall consist of a landscape strip of at least five feet (5') wide outside the perimeter of the compound. A minimum of fifty percent (50%) of the plant material shall be of an evergreen variety. In locations where the visual impact of the tower is minimal, the applicant may request a reduction to these standards through the alternative compliance process in accord with chapter 5, "Administration", of this title. If you aren't proposing landscaping, you need to submit an application for Alternative Compliance to this standard (see UDC 11-513-5 for more info — the application fee is $160) EXPLANATION OF REQUEST Day Wireless is requesting alternative means for compliance regarding Design Standard's per UDC 11-4-3- 43E at the location of the proposed tower. Strict Adherence to the above landscaping requirements will not be feasible as part of Day Wireless' proposal for the below reasons: DAYAA�k WIRELESS SYSTEMS Idaho Communications, LLC dba Day Wireless Systems PO Box 22289, Milwaukie, OR 97269 Telll: (503) 659-1240 Fax 4: (503) 659-4723 Sonya Allen Associate Planner City of Meridian Community Development Dept. 33 E Broadway Avenue, Ste #102 Meridian, Idaho 83642 November 41', 2019 Ms. Allen, In response to your latest question regarding approaching ADA County with a colocation proposal at 963 E. Pine Ave, please see our response below. Day Wireless has contacted Ada County at your request and it is our understanding discussions are underway with the commissioners. 1 would like to note that regardless of Ada County's decision regarding the collocation, Day Wireless Systems will still require construction of a new tower at 1668 E Franklin Rd, to service the Operations Center conducting business within the building undergoing construction. Additionally, colocation at the County facility presents us with an unexpected financial burden, basically needing to develop two sites in place of one. Because a new tower will need to be constructed at the 1668 E Franklin Rd site regardless, it is of Day Wireless System's opinion that it would be in the best interest of the City of Meridian to approve of the proposed lattice tower for structural capabilities and the opportunity of future colocators to avoid construction of more towers in the vicinity. Day Wireless does not currently have other users for the site at 1668 E Franklin Rd but has designed the lattice tower so that other users may be accommodated in the future. Respectfully$ 1 Shawn Hankins Tower Sites Manager Day Wireless Systems 4700 SE International Way Milwaukie, OR 97222 Office 503-659-1240 Ext 255 Cell 503.201,8141 SHankinsL@d—aywirciess.com RE: 1668 East Franklin Road Proposed Day Wireless Communications Tower October 281h, 2019 To Whom it May Concern: The proposed 125' Self Support Lattice Tower on the Day Wireless Systems property is an essential part of the Day Wireless Network and Day Wireless Network Operations Center Facility to be located on the same property at 1668 East Franklin Road in Meridian. A 125' lattice tower is needed to provide a stable platform to support current and future Microwave, Point to Point, line of sight coverage, and other antenna systems that will be deployed now and in the future. I believe future and long- term capacity is critical and a responsible design. This facility will support colocation (design attached) for future tenants --Including cellular/wireless carriers along with many other types of users should they be interested In collocating at our facility. This 125' lattice tower is designed in accordance with ANSI/TIA as a Class III structure rated for use by Essential Services if the need arises. A monopole simply does not supply the capacity or stability this self-support lattice tower will, however If a lattice tower is not approved, we will still need a structure on the property of some kind to mount antennas to. It may also be likely we would need to build additional structures nearby to provide the same capacity. If the proposed 125' lattice tower is approved for construction, It would provide all the capacity and height needed in the foreseeable future for Day Wireless and potential future tenants In the Meridian area. Feel free to contact our office if you have any questions. Best Regards,,. �l 1Z G:. G Arnold Ragsdale Radio Frequency Engineer Day Wireless Systems Manager 503.659.1240 x 2249 4700 SE International Way Mllwaukie, OR 97222 ARaasdale@daywireless cora �I✓ i � DAY&� WIRELESS SYSTEMS Idaho Communications, LLC dba Day Wireless Systems PO 13ox 22259, MilWaLikic, OR 97269 IVY: (503) 659-1240 Fax #:(503) 659.4723 Sonya Allen Associate Planner City of Meridian Community Development Dept. 33 East Broadway Avenue, Suite#102 Meridian, Idaho 83642 October 23, 2019 Ms. Allen, The purpose of this letter is to advise the City of Meridian that Idaho Communications, LLC dba Day Wireless Systems will comply with all regulations administered and enforced by both the Federal Communications Commission (FCC) and the Federal Aviation Administration (FAA). Respectfully, Shawn Hankins Tower Sites Manager Day Wireless Systems _\ 1 / DAYARNMUL N WIRELESS SYSTEMS Idaho Communications, LLC dba Day Wireless Systems PO Dox 22289, Miltvaukic, OR 97269 l'cl#: (503) 659-1240 Fax #: (503) 659-4723 Sonya Allen Associate Planner City of Meridian Community Development Dept. 33 East Broadway Avenue, Suite#102 Meridian, Idaho 83642 October 23, 2019 Ms, Allen, The intent of this letter is to advise the City of Meridian that Idalio Communications, LLC dba Day Wireless Systems and our successors will allow the shared use of the proposed tower - located at 1668 East Franklin Road, Meridian, Idaho 83642 - given that the additional user agrees in writing to meet reasonable terms and conditions for shared use. Respectfully, Shawn Hankins Tower Sites Manager Day Wireless Systems Il r: tihT� _OT ��9P December 17, 2019 OFFICE 200 W. Front Street Boise, Idaho 83702 (208)287-7000 Fax: (208) 287-7009 bocci n,adaweb.uct wwmadacounty.id.gov Annie Wymer, Real Estate Coordinator Technology Associates EC Inc. 7117 SW Beveland Rd, Suite 101 Tigard, OR 97223 RE: Day Wireless Systems' Request to Collocate Equipment on Ada County Dispatch Center's Tower in Meridian, Idaho Dear Ms. Wymer: We received your October 29, 2019, letter that you submitted to Ada County on behalf of Day Wireless Systems. Based on your letter, it is our understanding that Day Wireless Systems wants to know whether Ada County will allow them to collocate equipment on the Ada County Dispatch Center's tower in Meridian, Idaho. We regret to inform you that, although we appreciate the service that Day Wireless Systems provides to the community, we believe it is in the best interest of Ada County not to collocate this equipment at this time. Thank you for taking the time to express interest in this matter. We wish you well in your endeavors. If you have any questions, please feel free to reach out to us. Sincerely, ADA CITY BOARD OF COMMISSIONERS Kendr myon, Chair Recording Requested By and When Recorded Return to: Idaho Communications Properties, LLC 4700 SE International Way Milwaukie, OR 97222 ATM: Grant )ones ADA COUNTY RECORDER Phil McGrane 2019-027254 BOISE IDAHO Pgs=3 LISA BATT 04/0512019 03:53 PM FIRST AMERICAN COMMERCIAL NCS $15.00 SPACE ABOVE THIS LINE FOR RECORDER'S USE ONLY IDAHO GRANT DEED This Grant Deed is made this 22nd day of March, 2019, between Day Management Corp., an Oregon corporation, whose current address is 4700 SE International Way, Milwaukie, OR 97222 ("Grantor"), and Idaho Communications Properties, LLC, an Oregon limited liability company, whose current address is 4700 SE International Way, Milwaukie, OR 97222 ("Grantee"), witnesseth: That Grantor, for and in consideration of the sum of Ten Dollars and No Cents ($10,00), and other good and valuable consideration, the receipt whereof is hereby acknowledged, does, by these presents, grant, bargain, sell and convey unto Grantee and its successors and assigns forever, all the following described real property situated in the County of Ada, State of Idaho (the "Real Property"): SEE EXHIBIT A. Together with all and singular the structures, improvements and fixtures thereto, the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining, the reversion and reversions, remainder and remainders, and rents, issues and profits thereof; and all estate, right, title and interest in and to the Real Property, as well in law as in equity, except as expressly provided otherwise herein. Grantor's covenants or warranties with respect to title, express or implied, are those, and only those, implied by use of the word "grant" as set forth in Idaho Code § 55.612 and that the above described Real Properly is free from all monetary liens or encumbrances created, granted, caused or suffered by Grantor. Excepting all monetary liens or encumbrances created, granted, caused or suffered by Grantor, the grant herein is subject to all matters of record and appearing on the face of the Real Property. GRANTOR: DAY MANAGEMENT CORP., an Oregon corporation (� By:� X Name: Gordon D. Day Title: President IDAHO GRANT DEED - I t _ ; STATE OF OREGON ) ss. County of Clackamas ) On this Z2 day of March, 2019, before me, a Notary Public in and for said state, personally appeared Gordon D, Day, known or identified to me to be the President of Day Management Corp., an Oregon corporation, and who subscribed said name to the foregoing instrument, and acknowledged to me that he executed the same in said company name. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year first above written, OFFICIAL STAMP JENNIFER C HITCHCOCK �; J NOTARY PUBLIC •OREGON COMMISSION NO.975092 MY COMMISSION EXPIRES MAY 29.2072 IDAHO GRANT DEED - 2 Notary Public for - Residing at: My commissi expires: 29 2;. EXHIBIT A LEGAL DESCRIPTION OF REAL PROPERTY LOT 2 IN BLOCK 1 OF MADDEN SUBDIVISION, ACCORDING TO THE PLAT THEREOF, FILED IN BOOK 113 OF PLATS AT PAGES 16524 THROUGH 16527, RECORDS OF ADA COUNTY, IDAHO. AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA I, /'la t Dir S e l o rbc R 7 C.B✓t W (name) ,ddres ) (city) (state) being first duly sworn upon, oath, depose and say: 1. That I am the record owner of the property described on the attached, and I grant my permission to: Paul Slot@maker 7117 SW Beveland St Suite 101 Tigard OR 97223 (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 74ti By of Tu-( � 20 (q (Signature) JBSCRIBED AND SWORN to before me the day and year first above ittenn. iL 2 S. SCOTT LUNO (Notary Pu/b�lic for Idaho) NOTARY PUBLIC -STATE 24487 IO ,///�%. / � / COMM IBSIONNUMBER 24407 Residing at; /7 t�db Gx- MY COMMISSION EXPIRES 8.30.2010 {7 q My Commission Expires: O 3a 2,cl l Community Development n Planning. Division o 33 E. BroadNvay Avenue, Ste, 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 gm � nu;itg.o�g/ailttmning Annie Wymer From: Mindy Wallace <Mwallace@achdidaho.org> Sent: Tuesday, October 01, 2019 11:48 AM To: Annie Wymer Subject: RE: Traffic Impact Study/Change of Use not required Annie, A traffic impact study is not required for this application. Mindy Mindy Wallace, AICP Planning Review Supervisor Ada County Highway District 208-387-6178 ACHD Development Services is open for business at our new location at 9301 H. Orchard Street, .Suite 200 in the CSC building. Parking and building entrance are located on west side of building. From: Annie Wymer <annie.wvmer@taec.net> Sent: Tuesday, October 01, 2019 11:40 AM To: PlanningReview <PlanninaReview@achdidaho.org> Subject: FW: Traffic Impact Study/Change of Use not required [THIS EMAIL ORIGINATED EXTERNALLY. PLEASE USE CAUTION WHEN OPENING ATTACHMENTS OR LINKS INSIDE TIIIS EMAIL.] Good morning, I would like to follow up on the inquiry below. I am needing to confirm that no change of use is required as soon as possible in order to submit permitting for this site. Please let me know if you have any questions or concerns. Thank You, Annie Wymer Technolouv Associates EC INC. Real Estate Coordinator I Ann(e.Wyajt i taec.net 1 541-844-6870 ADDITIONAL CONSIDERATIONS Nearby the site of the proposed construction, there are several existing Self -Support Lattice Towers that appear to be in excess of 100' above ground level. We foresee no additional impact to the neighboring tenants, nor to the land uses, water or soil quality, of the neighboring landowners by constructing the proposed 125'Tower. Please let me know if you have any additional questions or concerns. Thank You, Annie Wymer Technolotly Associates 18 INC. Real Estate Coordinator I Annie_Wymer@taec_net 541-844-6870 7117 SW Beveland Rd, Suite 1011 Tigard I OR 97223 Z� pppg $ z p zS z yy� �J N gg a�`s�sa 1 1 1 1 1 1 1 o$ � R���aicNW� u� ngo Sm3QK'g:G a�NSriS �ie� HIM 39Vd'16 N000 NNYd 1YINISOONI 0311Y1dN0 310NO 150001 ,es'laot M.91 .ez .os � WON VWN 'N 6�. 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Applicant(s)/Contact(s): Paul Slotemaker, City Staff: Kevin, Bill, Tom, Kenny, Amand< Location: 1668 E. Franklin Rd 07/11/2019 of Property: 2.5 acre Comprehensive Plan FLUM Designation: Industrial Existing Use: Industrial Existing Zoning: I -L Proposed Use: Wireless communications facility Proposed Zoning: I -L Surrounding Uses: I -L. C -G Street Buffer(s) and/or Land Use Buffer(s): 5' landscape buffer Open Space/Amenities/Pathways: Access/Stub Streets: History: CZC A-2018-0370 H-2017-0121 DA #2017-119617 Additional Meeting Notes: Include if collocation will be available Are Cope Collision and Gensco good with it? Note: A Traffic Impact Study (TIS) will be required by ACHD for large commercial projects and any residential development with over 100 units. To avoid unnecessary delays & expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City. Not having ACHD comments and/or conditions on large projects may delay hearing(s) at the City. Please contact Mindy Wallace at 387- 6178 or Christy Little at 387-6144 at ACHD for information in regard to a TIS, conditions, impact fees and process. Other Agencies/Departments to Contact: ❑ Ada County Highway Dist. (ACRD) ❑ Nampa Meridian Irrigation Dist. (NMID) ❑ Public Works Department ❑ Idaho Transportation Dept. (ITD) ❑ Settler's Irrigation District ❑ Building Department ❑ Republic Services ❑ Police Department ❑ Parks Department, Jay ❑ Central District Health Department ❑ Fire Department ❑ Other: Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Modificationfrransfer ❑ Rezone ® Alternative Compliance ❑ Development Agreement Modification ❑ Short Plat ❑ Annexation ❑ Final Plat ❑ Time Extension - Council ❑ City Council Review ❑ Final Plat Modification ❑ UDC Text Amendment ❑ Comprehensive Plan Amendment - Map ❑ Planned Unit Development ❑ Vacation ❑ Comprehensive Plan Amendment - Text ❑ Preliminary Plat ❑ Variance ® Conditional Use Permit ❑ Private Street ❑ Other Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11 -5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11 -5A -5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. .I. DAYA WIRELESS SYSTEMS r Day Wireless Neighborhood Meeting (Meridian Tower) Name (Please Print) Address In Favor of Project Yes No 2�c'rtfQY DIC-J-ceQ,50 �/n� 3 �. , 4. 5. IYAJIAef 14UA0,-, M6 &,—so 6. '�7Aul S( -W A -,� '71 J'7 S 5 VSV Sue f ISI, I Ic nnt) u // 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. Meridian Tower COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. M. 1-27- z0101 Applicant/agent signatuiuV Date Community Development ■ Planning Division m 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.ore,/mann n Annie Wymer From: noreply@meridiancity.org Sent: Tuesday, October 01, 2019 8:09 AM To: Annie Wymer; tricks@meridiancity.org; rbeecroft@meridiancity.org Subject: Address Verification Complete Address verification is complete for record LDAV-2019-0637 Project: Day Wireless Meridian Cell Tower Address: 1668 E FRANKLIN RD MERIDIAN, ID 83642 Parcel(s): R5430250200 Lot: 2 Block: 1 Subdivision: MADDEN SUB City of Meridian 33 E. Broadway Ave., Meridian, Idaho 83642 Phone: 208-888-4433 www.meridiancity.org All e-mail messages sent to or received by City of Meridian e-mail accounts are subject to the Idaho law, in regards to both release and retention, and may be released upon request, unless exempt from disclosure by law. Idaho Communications, LLC dba Day Wireless Systems PO Box 22289, Milwaukie, OR 97269 Tel#: (503) 659-1240 Fax #: (503) 659-4723 Ryan McKell Assistant City Planner City of Meridian Community Development Department 33 East Broadway Avenue, Suite #102 Meridian, Idaho 83642 September 23, 2019 Mr. McKell, The purpose of this letter is to advise the City of Meridian that Idaho Communications, LLC dba Day Wireless Systems is providing confirmation that the tower located at 1668 East Franklin Road, Meridian, Idaho 83642, will be removed within 60 days of cessation of use as a wireless communications facility. Respectfully, "'�- '&"z - Aaron Clark Area Service Manager E m 0 si I I ELI, PI E af i � /� ]. \� `� /� )� Lr) i In \I �� Lr) f� i §i i ) \ ) Lf) C6 �Zl �t- tn �§ \� }� \� \� ]� )� ) Ln \ \� ] co in to ko M. m CL m c 0 w En Ln as m pO DO o co Ln ri rl tn k6 Ln E V, 0 Ln a) cm C m Ln Vi rq m r4 '995 9 z f; z abre IndustriEs' Towers and Poles Structural Design Report 125' S3TL Series HD1 Self -Supporting Tower Site: Meridian, ID Prepared for: DAY WIRELESS SYSTEMS by: Sabre Towers & Poles TM Job Number: 432287 May 2, 2019 TowerProfile........................................................................................ 1-2 Foundation Design Summary................................................................. 3 MaximumLeg Loads............................................................................. 4 Maximum Diagonal Loads...................................................................... 5 Maximum Foundation Loads.................................................................. 6 Calculations......................................................................................... 7-18 a m m 40 mph Design Ice Thickness 0.601n SN III Risk Category U Exposure Category C Topographic Category 1 M N x IMvmz:..ean�e rv,.mMlM.a. gwMYd sada eam..,N.e�eoeme.,. e�uN..abMo .Na nLNvid Ey pv Cok.mlb�egWu[M,eTkJwuel Av.Wzn pN Iw.nY dsw,. cgpxaaa Date: Or pupn.Ma.ttw.nnw nepM w.eet �,.n cem,.N.ww 6/2/2079 ARH 0 X V o N w � X N J O z N m m N X X m o 4 d N X N J p X ON X R ci o x � e N J e X ON O X W N C O N N J Z X m 0 ON O M h � se X x M � M J 0 O S v rn � p m � r m a o r vii 125 12V 100' 80' 60 40 20' a K- 15,0" Design Criteria - ANSIITIA-222-G ASCE 7-16 Ultimate Wind Speed (No Ice) 108 mph Wind Speed (Ice) 40 mph Design Ice Thickness 0.601n Structure Class III Risk Category III Exposure Category C Topographic Category 1 Base Reactions Total Foundation Individual Foaling Shear (kips) 50.08 Shear (kips) 30.59 Axial (kips) 101.67 Compresslan (kips) 318 Moment(11-kips) 3858 Uplift(Wres) 280 Torsion (ft-klps) -20.89 °es<dvaon: Material List Display Value A!.377X500X.154 D L2X 1/8 C L2X2X3/16 Notes 1) All legs are A500 (50 ksi Min. Yield). 2) All braces are A672 Grade 50. 3) All brace bolls are A325 -X. 4) The tower model is S3TL Series HDI. 5) Transmission lines are to be attached to 15 hole wavegulde ladders with stackable hangers. 6) Azimuths are relative (not based on true north). 7) Foundation loads shown are maximums. 8) All unequal angles are oriented with the short leg vertical. 9) Weights shown are estimates. Final weights may vary. 10) Tower Rating: 97.22% Sabra communications Corporation Job' 452287 Sabre Industries' P.O. P.O. eos 650 aslomer: DAY WIRELESS SYSTEMS Towers and P08S s�ouw u'}yJ oz -ossa Ste Name: Mardian. ID �mz5z»mu °es<dvaon: 126'S3TL IMvmz:..ean�e rv,.mMlM.a. gwMYd sada eam..,N.e�eoeme.,. e�uN..abMo .Na nLNvid Ey pv Cok.mlb�egWu[M,eTkJwuel Av.Wzn pN Iw.nY dsw,. cgpxaaa Date: Or pupn.Ma.ttw.nnw nepM w.eet �,.n cem,.N.ww 6/2/2079 ARH Page 1 Designed Appurtenance Loading Elev Descrlptlon TwLine 125 3V -Boom -120 Face - sit Standoff 126 Lightning Rod (1) v 125 (12) 8' x 1' x l' Panel (24) 15/8" 126 (24) RRU (1)" x 13" x 10-) (4) DC/Piber Trunks 125 (4) DC6-0880.18-BF BY: 115 3V -Boom -120 Face - sit Standoff 5/212019 ARH 115 (12) 8' x i' x V Panel (24) 15/8" 115 1 (24) RRU (16" x 13' x 10') (4) DO/Fiber Trunks 115 1 (4) DC6-0880.18-BF 105 3V -Boom -120 Face -aft Stantloff 105 (12)SixV x 1' Panel (24) 1618" 105 (24) RRU (16' x 13"X 1)") (4) DURber Thinks 105 (4) DC6-0880.18-BF 99.17 (3)DS4Co6F36D-N 95 3V -Boom -120 Face sit Standoff 95 (12) Six 1' x V Panel (24) 16/8' 95 (24) RRU (16' x 13'x 10') (4) DC/Fiber Trunks 95 1 (4) DC6A&MI8-8F 90 (3)sit Sidearms 90 (3) 7/8" 85 (1) 4' Ice Shield 85 (1) 4' Ice Shield 85 (1)6'In Shield 80 Leg Dish Mount 80 Leg Dish Mount 80 Leg Dish Mount 80 1 (1)3'Solid DISK (1) EW77 "" Sabre Communications Corporation Joh' 432287 6"'°`°"< Sabre Industries' .01 P.O.B.°. eox65s customer: DAY WIRELESS SYSTEMS Towels and Poles Sioux CM, IA 51102 W58 Mr U)'. Site Name', Meddlan, ID 4c 0)z)2m uu <.m..1, a mx.a. wmmr a sw, c—,al . e>Da+a..,...�.we.,..1 DesMDaon: 125' S3TL .«m.41n er w.,, c.m cn So w a,m nu ae uie , ....«yamm .«w+)a.«r a aux. co-,,,..xx—, c.,...— Date: BY: ..—. n, rw r..«,., —. 5/212019 ARH Page 2 Sabre Industries'" Towers and Poles Customer: DAY WIRELESS SYSTEMS Site: Meridian, ID 125 ft. Model S3TL Series HD1 Self Supporting Tower Center of Tower PLAN VIEW 1. 24'-6" d ELEVATION VIEW (36.1 cu. yds.) (1 REDD.; NOT TO SCALE) CAUTION: Center of tower is not in center of slab. No.: 432287 Date: 5/2/19 By: ARH Notes: 1) Concrete shall have a minimum 28 -day compressive strength of 4,500 psi, in accordance with ACI 318-11. 2) Rebar to conform to ASTM specification A615 Grade 60. 3) All rebar to have a minimum of 3" concrete cover. 4) All exposed concrete corners to be chamfered 3/4". 5) The foundation design is based on the geotechnical report by GTI, project no. 1876-1133, dated July 10, 2017. 6) See the geotechnical report for compaction requirements, if specified. 7) The foundation is based on the following factored loads: Factored download (kips) = 57.49 Factored overturn (kip -ft) = 3,858.04 Factored shear (kips) = 50.08 8) 4.5' of soil cover is required over the entire area of the foundation slab. 9) The bottom anchor bolt template shall be positioned as closely as possible to the bottom of the anchor bolts. Reber Schedule per Mat and per Pier (12) #8 vertical rebar w/ hooks at bottom w/ \ io 12" C/C Mat (47) #8 horizontal rebar evenly spaced each 7 \ way top and bottom. 188 total Anchor Bolts per Le (6) 1.5" dia. x 78" Ft 554-105 on a 13.25" B.C. w/ 9.5" max. projection above concrete. 7 \\ 7 ------------ o 12'-3" 12'-3" 24'-6" PLAN VIEW 1. 24'-6" d ELEVATION VIEW (36.1 cu. yds.) (1 REDD.; NOT TO SCALE) CAUTION: Center of tower is not in center of slab. No.: 432287 Date: 5/2/19 By: ARH Notes: 1) Concrete shall have a minimum 28 -day compressive strength of 4,500 psi, in accordance with ACI 318-11. 2) Rebar to conform to ASTM specification A615 Grade 60. 3) All rebar to have a minimum of 3" concrete cover. 4) All exposed concrete corners to be chamfered 3/4". 5) The foundation design is based on the geotechnical report by GTI, project no. 1876-1133, dated July 10, 2017. 6) See the geotechnical report for compaction requirements, if specified. 7) The foundation is based on the following factored loads: Factored download (kips) = 57.49 Factored overturn (kip -ft) = 3,858.04 Factored shear (kips) = 50.08 8) 4.5' of soil cover is required over the entire area of the foundation slab. 9) The bottom anchor bolt template shall be positioned as closely as possible to the bottom of the anchor bolts. Reber Schedule per Mat and per Pier (12) #8 vertical rebar w/ hooks at bottom w/ Pier #4 rebar ties, two (2) within top 5" of pier then 12" C/C Mat (47) #8 horizontal rebar evenly spaced each way top and bottom. 188 total Anchor Bolts per Le (6) 1.5" dia. x 78" Ft 554-105 on a 13.25" B.C. w/ 9.5" max. projection above concrete. Information contained herein is the sole properly of Sabre Towers & Poles, cons]Itules a trade secret as defined by Iowa Code Ch. 550 and shall not be reproduced, copied or used in whole or part for any purpose whatsoever without the prior written consent of Sabre Towers & Poles. 7101 Southbridge or - P.O. Box 658 - Sioux City, IA 51102-0658 - Phone 712.258.6690 - Fax 712.258.8250 Page 3 DRAWFORCE Ver 2.2 (c) Guymast Inc. 2006-2009 Phone:(416) 736-7453 Licensed to: Sabre Towers and Poles Maximum Elev(ft) 125.0 120 110 100 90 80 70 60 50 40 30 20 10 Compression in Legs (kip) Tension in Legs (kip) 300 200 100 0 100 200 300 2 may 2019 10:29:39 300 200 100 0 100 200 300 125.0 120 110 100 90 80 70 60 50 40 30 20 10 0 Page 4 1.5 48.2 7.0 76.5- -142.1 165.6- -176.0 I 196.4 39.5 275.0 i f 09.6 357.8 58 1 378.0 300 200 100 0 100 200 300 125.0 120 110 100 90 80 70 60 50 40 30 20 10 0 Page 4 DRAWFORCE Ver 2.2 (c) Guymast Inc. 2006-2009 Phone:(416) 736-745: Licensed to: Sabre Towers and Poles Maximum 2 may 2019 10:29:39 Compression in Diagonals (kip) Tension in Diagonals (kip) Elev(ft) 10 5 0 5 10 125.0 - 1 7.2 7.2 120- 110-10.7 20 110 10.7 10. 100- 90-7.2 0090 .2 7.2- 80- .280 _. 70-B.2 8.2 60 I 50-9.8 ;9.8 I `K 40- 30-13.3 0 30 13.3 13.3 20- 10-1 010 1 .3 10h3 0 5 0 5 10 125.0 120 110 100 90 80 70 60 50 40 30 20 10 0 Page 5 DRAWFORCE Ver 2.2 (c) Guymast Inc. 2006-2009 Phone:(416) 736-7453 2 may 2019 Licensed to: Sabre Towers and Poles 10:29:39 Maximum TOTAL FOUNDATION LOADS (kip, £t -kip) INDIVIDUAL FOOTING LOADS (kip) 30.59 25.04 280.16f y316.14 U 30.59 Page 6 Latticed Tower Analysis (Unguyed) Processed under license at: sabre Towers and Poles MAST GEOMETRY ( ft ) (c)2015 Guymast Inc, 416-736-7453 on: 2 may 2019 at: 10:29:39 PANEL NO.OF ELEV.AT ELEV.AT F.W..AT F.W..AT TYPE LEGS BOTTOM TOP BOTTOM TOP x 3 120.00 125.00 5.00 5.00 x 3 115.00 120.00 5.00 5.00 x 3 100.00 115.00 5.00 5.00 x 3 95.00 100.00 5.50 5.00 X 3 80.00 95.00 7.00 5.50 X 3 60.00 80.00 9.00 7.00 x 3 40.00 60.00 11.00 9.00 X 3 20.00 40.00 13.00 11.00 x 3 0.00 20.00 15.00 13.00 MEMBER PROPERTIES MEMBER BOTTOM TOP TYPE ELEV ELEV 3.678 ft ft LE 120.00 125.00 LE 100.00 120.00 LE 80.00 100.00 LE 60.00 80.00 LE 40.00 60.00 LE 20.00 40.00 LE 0.00 20.00 DI 120.00 125.00 DI 100.00 120.00 DI 80.00 100.00 DI 60.00 80.00 DI 40.00 60.00 DI 0.00 40.00 HO 120.00 125.00 HO 115.00 120.00 HO 95.00 100.00 FACTORED MEMBER RESISTANCES BOTTOM TOP ELEV ELEV ft ft 120.0 125,0 115.0 120,0 100.0 115.0 95.0 100.0 80.0 95.0 60.0 80.0 40.0 60.0 20.0 40.0 0.0 20.0 LEGS COMP TENS kip kip 31.48 48.15 57.04 76.50 57.04 76.50 142.05 165.60 142.05 165.60 175.98 198.45 239.46 274.95 309.64 357.75 358.08 378.00 X-SECTN RADIUS AREA OF GYRAT in. sq in 1.075 0.787 1.704 0.787 3.678 0.787 4,407 0,787 6.111 0.787 7.952 0.787 8.399 0.787 0,484 0,626 0.715 0.626 0.484 0.626 0.715 0.626 0.902 0.626 1.090 0.626 0.484 0.626 0.715 0.626 0.484 0.626 DIAGONALS COMP TENS kip kip 7.16 7.16 10.74 10,74 10.74 10.74 7.16 7.16 7.16 7.16 8.19 8.19 9.84 9.84 13.34 13.34 10.34 10.34 TYPICAL PANEL HEIGHT 5,00 5.00 5.00 5.00 5.00 5.00 6.67 6.67 6.67 ELASTIC THERMAL MODULUS EXPANSN ksi /deg 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 29000. 0.0000117 HORIZONTALS COMP TENS kip kip 5.82 5.82 8.46 8.46 0.00 0.00 5.82 5.82 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 INT BRACING COMP TENS kip kip 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -----=---------------=---=------------------------------------------------------ -------------------------------------------------------------------------------- * Only 3 condition(s) shown in full n RRUs/TMAs were assumed to be behind antennas * some wind loads may have been derived from full-scale wind tunnel testing LOADING CONDITION A 108 mph ultimate wind with no ice. wind Azimuth: Oo MAST LOADING Page 7 LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... ......FORCES...... TYPE ......MOMENTS..... RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL VERTICAL ft ft ft ft kip kip ft -kip ft -kip C 125.0 0.00 0.0 0.0 4.77 4.62 4.77 0.00 0.00 C 125.0 0.00 0.0 0.0 0.01 0.06 0.05 0.00 0.00 C 115.0 0.00 0.0 0.0 3.83 4.62 0.00 0.00 0.00 C 105.0 0.00 0.0 0.0 3.76 4.62 0.00 0.00 0.00 C 99.2 0.00 0.0 0.0 0.43 0.25 C 0.00 0.00 C 95.0 0.00 0.0 0.0 4.02 4.62 0.00 0.00 C 90.0 0.00 0.0 0.0 0.29 0.54 0.00 0.00 C 85.0 0.00 0.0 0.0 0.10 0.48 0.00 0.00 C 85.0 0.00 0.0 0.0 0.10 0.48 0.00 0.00 C 85.0 0.00 0.0 0.0 0.15 0.72 0.00 0.00 C 75.0 0.00 0.0 0.0 0.10 0.48 0.00 0.00 C 75.0 0.00 0.0 0.0 0.10 0.48 0.00 0.00 C 75.0 0.00 0.0 0.0 0.15 0.72 0.00 0.00 C 69.2 0.00 0.0 0.0 0.40 0.25 0.00 0.00 C 60.0 0.00 0.0 0.0 0.27 0.54 0.00 0.00 C 55.0 0.00 0.0 0.0 0.09 0.48 0.00 0.00 C 55.0 0.00 0.0 0.0 0.09 0.48 0.00 0.00 C 55.0 0.00 0.0 0.0 0.14 0.72 0.00 0.00 C 45.0 0.00 0.0 0.0 0.09 0.48 0.00 0.00 D 125.0 0.00 349.5 0.0 0.13 0.08 0.06 -0.03 D 120.0 0.00 349.5 0.0 0.13 0.08 0.06 -0.03 D 120.0 0.00 349.5 0.0 0.13 0.10 0.06 -0.03 D 115.0 0.00 349.5 0.0 0.13 0.10 0.06 -0.03 D 115.0 0.00 26.9 0.0 0.15 0.13 0.05 0.01 D 105.0 0.00 26.9 0.0 0.15 0.13 0.05 0.01 D 105.0 0.00 33.3 0.0 0.17 0.16 0.02 -0.02 D 100.0 0.00 33.3 0.0 0.17 0.16 0.02 -0.02 D 100.0 0.00 32.8 0.0 0.18 0.19 0.02 -0.02 D 95.0 0.00 32.8 0.0 0.18 0.19 0.02 -0.02 D 95.0 0.00 318.2 0.0 0.22 0.22 0.03 -0.05 D 80.0 0.00 325.0 0.0 0.22 0.22 0.04 -0.05 D 80.0 0.00 327.8 0.0 0.23 0.24 0.05 -0.05 D 65.0 0.00 332.7 0.0 0.23 0.25 0.05 -0.05 D 65.0 0.00 331.8 0.0 0.24 0.25 0.05 -0.05 D 60.0 0.00 331.8 0.0 0.24 0.25 0.05 -0.05 D 60.0 0.00 336.7 0.0 0.23 0.27 0.07 -0.05 D 40.0 0.00 339.8 0.0 0.23 0.28 0.08 -0.05 D 40.0 0.00 341.1 0.0 0.23 0.31 0.08 -0.05 D 20.0 0.00 339.4 0.0 0.25 0.32 0.07 -0.05 D 20.0 0.00 344.0 0.0 0.21 0.33 0.10 -0.04 D 0.0 0.00 342.6 0.0 0.22 0.33 0.09 -0.04 ANTENNA LOADING .......ANTENNA ................. ATTACHMENT ...........ANTENNA FORCES...... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip STD 80.0 120.0 5.5 120.0 -0.14 -0.14 0.14 -0.18 STD 80.0 0.0 5.5 0.0 1.10 0.00 0.20 0.00 STD 80.0 240.0 5.5 240.0 -0.08 0.08 0.08 0.08 STD 70.0 120.0 6.1 120.0 -0.14 -0.14 0.14 -0.17 STD 70.0 0.0 6.1 0.0 1.07 0.00 0.20 0.00 STD 70.0 240.0 6.1 240.0 -0.08 0.08 0.08 0.07 STD 50.0 120.0 7.3 120.0 -0.13 -0.13 0.14 -0.16 STD 50.0 0.0 7.3 0.0 0.99 0.00 0.20 0.00 STD 50.0 240.0 7.3 240.0 -0.07 0.07 0.08 0.07 STD 40.0 0.0 7.8 0.0 0.42 0.00 0.14 0.00 LOADING CONDITION M =--- --- ----------------------------------------------- 108 mph Ultimate wind with no ice. wind Azimuth: Oe MAST LOADING LOAD ELEV APPLY..LOAO..AT LOAD ......FORCES...... ......MOMENTS..... TYPE RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL ft ft kip kip ft -kip ft -kip C 125.0 0.00 0.0 0.0 4.77 3.46 0.00 0.00 C 125.0 0.00 0.0 0.0 0.01 0.05 0.00 0.00 C 115.0 0.00 0.0 0.0 3.83 3.46 0.00 0.00 C 105.0 0.00 0.0 0.0 3.76 3.46 0.00 0.00 C 99.2 0.00 0.0 0.0 0.43 0.19 0.00 0.00 C 95.0 0.00 0.0 0.0 4.02 3.46 0.00 0.00 Page 8 C 90.0 0.00 0.0 0.0 0.29 0.41 0.00 0.00 C 85.0 0.00 0.0 0.0 0.10 0.36 0.00 0.00 C 85.0 0.00 0.0 0.0 0.10 0.36 0.00 0.00 C 85.0 0.00 0.0 0.0 0.15 0.54 0.00 0.00 C 75.0 0.00 0.0 0.0 0.10 0.36 0.00 0.00 C 75.0 0.00 0.0 0.0 0.10 0.36 0.00 0.00 C 75.0 0.00 0.0 0.0 0.15 0.54 0.00 0.00 C 69.2 0.00 0.0 0.0 0.40 0.19 0.00 0.00 C 60.0 0.00 0.0 0.0 0.27 0.41 0.00 0.00 C 55.0 0.00 0.0 0.0 0.09 0.36 0.00 0.00 C 55.0 0.00 0.0 0.0 0.09 0.36 0.00 0.00 C 55.0 0.00 0.0 0.0 0.14 0.54 0.00 0.00 C 45.0 0.00 0.0 0.0 0.09 0.36 0.00 0.00 D 125.0 0.00 349.5 0.0 0.13 0.06 0.05 -0.03 D 120.0 0.00 349.5 0.0 0.13 0.06 0.05 -0.03 D 120.0 0.00 349.5 0.0 0.13 0.07 0.05 -0.03 D 115.0 0.00 349.5 0.0 0.13 0.07 0.05 -0.03 D 115.0 0.00 26.9 0.0 0.15 0.09 0.04 0.01 D 105.0 0.00 26.9 0.0 0.15 0.09 0.04 0.01 D 105.0 0.00 33.3 0.0 0.17 0.12 0.02 -0.02 D 100.0 0.00 33.3 0.0 0.17 0.12 0.02 -0.02 D 100.0 0.00 32.8 0.0 0.18 0.14 0.02 -0.02 D 95.0 0.00 32.8 0.0 0.18 0.14 0.02 -0.02 D 95.0 0.00 318.2 0.0 0.22 0.16 0.03 -0.05 D 80.0 0.00 325.0 0.0 0.22 0.17 0.03 -0.05 D 80.0 0.00 327.8 0.0 0.23 0.18 0.03 -0.05 D 65.0 0.00 332.7 0.0 0.23 0.18 0.04 -0.05 D 65.0 0.00 331.8 0.0 0.24 0.19 0.04 -0.05 D 60.0 0.00 331.8 0.0 0.24 0.19 0.04 -0.05 D 60.0 0.00 336.7 0.0 0.23 0.20 0.05 -0.05 D 40.0 0.00 339.8 0.0 0.23 0.21 0.06 -0.05 D 40.0 0.00 341.1 0.0 0.23 0.23 0.06 -0.05 D 20.0 0.00 339.4 0.0 0.25 0.24 0.06 -0.05 D 20.0 0.00 344.0 0.0 0.21 0.24 0.07 -0.04 D 0.0 0.00 342.6 0.0 0.22 0.25 0.07 -0.04 ANTENNA LOADING .......ANTENNA ................. ATTACHMENT ...........ANTENNA FORCES...... TYPE TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION C ft 0.00 ft 0.0 kip kip kip ft -kip STD 80.0 120.0 5.5 120.0 -0.14 -0.14 0.10 -0.18 STD 80.0 0.0 5.5 0.0 1.10 0.00 0.15 0.00 STD 80.0 240.0 5.5 240.0 -0.08 0.08 0.06 0.08 STD 70.0 120.0 6.1 120.0 -0.14 -0.14 0.10 -0.17 STD 70.0 0.0 6.1 0.0 1.07 0.00 0.15 0.00 STD 70.0 240.0 6.1 240.0 -0.08 0.08 0.06 0.07 STD 50.0 120.0 7.3 120.0 -0.13 -0.13 0.10 -0.16 STD 50.0 0.0 7.3 0.0 0.99 0.00 0.15 0.00 STD 50.0 240.0 7.3 240.0 -0.07 0.07 0.06 0.07 STD 40.0 0.0 7.8 0.0 0.42 0.00 0.10 0.00 LOADING CONDITION Y 40 mph wind with 0.5 ice. Wind Azimuth: Oo MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD TYPE kip RADIUS AZI AZI 0.13 ft ft 0.72 6.76 C 125.0 0.00 0.0 0.0 C 125.0 0.00 0.0 0.0 C 115.0 0.00 0.0 0.0 C 105.0 0.00 0.0 0.0 C 99.2 0.00 0.0 0.0 C 95.0 0.00 0.0 0.0 C 90.0 0.00 0.0 0.0 C 85.0 0.00 0.0 0.0 C 85.0 0.00 0.0 0.0 C 85.0 0.00 0.0 0.0 C 75.0 0.00 0.0 0.0 C 75.0 0.00 0.0 0.0 C 75.0 0.00 0.0 0.0 C 69.2 0.00 0.0 0.0 C 60.0 0.00 0.0 0.0 C 55.0 0.00 0.0 0.0 C 55.0 0.00 0.0 0.0 ......FORCES...... VERTICAL HORIZ DOWN kip kip 0.92 6.80 0.00 0.13 0.74 6.78 0.72 6.76 0.09 0.40 0.71 6.74 0.06 0.75 0.02 0.62 0.02 0.62 0.03 0.86 0.02 0.62 0.02 0.62 0.03 0.86 0.08 0.39 0.05 0.74 0.02 0.61 0.02 0.61 ......MOMENTS...... VERTICAL TORSNAL ft -kip ft -kip 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Page 9 C 55.0 0.00 0.0 0.0 0.02 0.85 0.00 0.00 C 45.0 0.00 0.0 0.0 0.02 0.61 0.00 0.00 D 125.0 0.00 348.7 0.0 0.02 0.18 0.15 0.00 D 120.0 0.00 348.7 0.0 0.02 0.18 0.15 0.00 D 120.0 0.00 348.7 0.0 0.02 0.20 0.15 0.00 D 115.0 0.00 348.7 0.0 0.02 0.20 0.15 0.00 D 115.0 0.00 26.0 0.0 0.03 0.27 0.13 0.00 D 105.0 0.00 26.2 0.0 0.03 0.27 0.13 0.00 0 105.0 0.00 30.7 0.0 0.03 0.35 0.06 0.00 D 100.0 0.00 30.7 0.0 0.03 0.35 0.06 0.00 D 100.0 0.00 30.2 0.0 0.03 0.39 0.06 0.00 D 95.0 0.00 30.2 0.0 0.03 0.39 0.06 0.00 D 95.0 0.00 318.0 0.0 0.04 0.46 0.08 -0.01 D 90.0 0.00 318.0 0.0 0.04 0.46 0.08 -0.01 D 90.0 0.00 323.5 0.0 0.04 0.47 0.10 -0.01 D 80.0 0.00 325.8 0.0 0.04 0.47 0.11 -0.01 D 80.0 0.00 329.9 0.0 0.04 0.50 0.13 -0.01 D 70.0 0.00 331.6 0.0 0.04 0.50 0.13 -0.01 D 70.0 0.00 335.1 0.0 0.04 0.51 0.16 -0.01 D 60.0 0.00 334.0 0.0 0.04 0.52 0.15 -0.01 D 60.0 0.00 338.7 0.0 0.04 0.55 0.19 -0.01 D 53.3 0.00 338.7 0.0 0.04 0.55 0.19 -0.01 D 53.3 0.00 340.4 0.0 0.04 0.55 0.22 -0.01 D 46.7 0.00 340.4 0.0 0.04 0.55 0.22 -0.01 D 46.7 0.00 341.8 0.0 0.04 0.55 0.24 -0.01 D 40.0 0.00 341.8 0.0 0.04 0.55 0.24 -0.01 D 40.0 0.00 343.0 0.0 0.04 0.60 0.25 -0.01 D 33.3 0.00 343.0 010 0.04 0.60 0.25 -0.01 D 33.3 0.00 342.3 0.0 0.04 0.60 0.24 -0.01 D 26.7 0.00 342.3 0.0 0.04 0.60 0.24 -0.01 D 26.7 0.00 341.5 0.0 0.04 0.61 0.23 -0.01 D 20.0 0.00 341.5 0.0 0.04 0.61 0.23 -0.01 D 20.0 0.00 345.5 0.0 0.04 0.64 0.32 -0.01 D 13.3 0.00 345.5 0.0 0.04 0.64 0.32 -0.01 D 13.3 0.00 345.1 0.0 0.04 0.71 0.36 -0.01 D 6.7 0.00 345.1 0.0 0.04 0.71 0.36 -0.01 D 6.7 0.00 344.5 0.0 0.04 0.78 0.40 -0.01 D 0.0 0.00 344.5 0.0 0.04 0.78 0.40 -0.01 ANTENNA LOADING .......ANTENNA ................. DEFLECTIONS (deg)......... ATTACHMENT ...........ANTENNA FORCES...... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION D ft -0.781 G ft -0.759 kip kip kip ft -kip STD 80.0 120.0 5.5 120.0 -0.02 -0.02 0.23 -0.03 STD 80.0 0.0 5.5 0.0 0.16 0.00 0.42 0.00 STD 80.0 240.0 5.5 240.0 -0.01 0.01 0.13 0.01 STD 70.0 120.0 6.1 120.0 -0.02 -0.02 0.23 -0.03 STD 70.0 0.0 6.1 0.0 0.16 0.00 0.42 0.00 STD 70.0 240.0 6.1 240.0 -0.01 0.01 0.13 0.01 STD 50.0 120.0 7.3 120.0 -0.02 -0.02 0.23 -0.03 STD 50.0 0.0 7.3 0.0 0.15 0.00 0.41 0.00 STD 50.0 240.0 7.3 240.0 -0.01 0.01 0.13 0.01 STD 40.0 0.0 7.8 0.0 0.06 0.00 0.23 0.00 MAXIMUM ANTENNA AND REFLECTOR ROTATIONS; ELEV AZI TYPE ft deg 80.0 120.0 STD 80.0 0.0 STD 80.0 240.0 STD 70.0 120.0 STD 70.0 0.0 STD 70.0 240.0 STD 50.0 120.0 STD 50.0 0.0 STD 50.0 240.0 STD 40.0 0.0 STD MAXIMUM TENSION IN MAST MEMBERS (kip) ......BEAM DEFLECTIONS (deg)......... PITCH YAW ROLL TOTAL 0,771 L 0.093 8 -0,741 C 0,772 L 0,720 D 0.088 N -0.781 G 0.723 o -0.759 B 0.090 N -0.754 K 0.764 B 0.648 L 0.080 N -0.623 c 0.649 L 0.603 D 0.077 N -0.656 G 0.605 o -0.638 8 0.078 N -0.633 K 0.643 B 0.417 L 0.053 N -0.400 C 0.418 L 0,385 D 0.051 N -0,422 G 0,387 D -0.410 B 0.052 N -0.407 K 0.414 B 0.290 D 0.040 N -0.319 G 0.291 o ELEV LEGS DIAG HORIZ BRACE ft 125.0 --------------------- 0.86 G 0.00 A 1.70 M 2.22 R 120.0 --------------------- 1.30 E 0.00 A Page 10 MAXIMUM COMPRESSION IN MAST MEMBERS (kip) ELEV 7.13 M 2.96 M NORIZ BRACE 115.0 --------------------- 0.17 A 0.00 A 125.0 15.82 M 4.77 F -0.56 M 0.00 A 110.0 --------------------- -2.64 L 0.00 U 0.00 A 120.0 28.00 M 5.11 L -0.90 W 0.00 A 105.0 --------------------- -3.15 G 0.24 A 0.00 A 115.0 41.23 M 7.14 R -0.07 s 0.00 A 100.0 --------------------- -4.75 L 0.88 U 0.00 A 110.0 56.51 M 5.22 M -0.02 C 0.00 A 95.0 --------------------- -5.09 L 0.16 A 0.00 A 105.0 69.79 M 6.66 L -0.14 s 0.00 A 90.0 --------------------- -7.30 L 0.12 A 0.00 A 100.0 84.33 M 6.39 X -0.88 0 0.00 A 85.0 --------------------- -5.58 G 0.16 A 0.00 A 95.0 97.59 M 6.36 R -0.11 5 0.00 A 80.0 --------------------- -6.61 x 0.12 A 0.00 A 90.0 111.00 M 6.88 R -0.11 0 0.00 A 75.0 --------------------- -6.51 F 0.14 I 0.00 A 85.0 123.14 M 6.79 L -0.09 5 0.00 A 70.0 --------------------- -6.38 L 0.13 A 0.00 A 80.0 136.51 M 7.50 R -0.15 0 0.00 A 65.0 --------------------- -6.89 L 0.13 I 0.00 A 75.0 148.57 M 7.36 L -0.07 V 0.00 A 60.0 --------------------- -6.84 R 0.13 A 0.00 A 70.0 163.10 M 7.97 R -0.17 0 0.00 A 53.3 --------------------- -7.50 L 0.12 A 0.00 A 65.0 178.00 M 8.04 L -0.07 V 0.00 A 46.7 --------------------- -7.38 R 0.12 A 0.00 A 60.0 193.57 M 8.34 R -0.14 0 0.00 A 40.0 --------------------- -8.04 L 0.10 A 0.00 A 53.3 208.17 M 8.22 R -0.07 s 0.00 A 33.3 --------------------- -8.11 R 0.08 A 0.00 A 46.7 222.58 M 8.25 R -0.11 O 0.00 A 26.7 --------------------- -8.27 L 0.09 A 0.00 A 236.31 M 8.20 R 20.0 --------------------- 0.07 A 0.00 A 249.57 M 8.27 R 13.3 --------------------- 0.01 A 0.00 A 262.29 M 8.23 F 6.7 --------------------- 0.07 A 0.00 A 274.52 M 8.29 R 0.0 -------------------- 0.00 A 0.00 A MAXIMUM COMPRESSION IN MAST MEMBERS (kip) ELEV LEGS DIAG NORIZ BRACE ft 125.0 --------------------- -0.56 M 0.00 A -3.98 G -2.64 L 120.0 --------------------- -0.90 W 0.00 A -10.11 G -3.15 G 115.0 --------------------- -0.07 s 0.00 A -22.18 G -4.75 L 110.0 --------------------- -0.02 C 0.00 A -34.87 G -5.09 L 105.0 --------------------- -0.14 s 0.00 A -51.15 G -7.30 L 100.0 ------------ -0.88 0 0.00 A -67.06 G -5.58 G 95.0 ---------- -0.11 5 0.00 A -84.31 G -6.61 x 90.0 --------------------- -0.11 0 0.00 A -99.78 G -6.51 F 85.0 --------------------- -0.09 5 0.00 A -114.93 G -6.38 L 80.0 --------------------- -0.15 0 0.00 A -129.25 G -6.89 L 75.0 --------------------- -0.07 V 0.00 A -143.54 G -6.84 R 70.0 --------------------- -0.17 0 0.00 A -157.60 G -7.50 L 65.0 --------------------- -0.07 V 0.00 A -171.09 G -7.38 R 60.0 --------------------- -0.14 0 0.00 A -186.38 G -8.04 L 53.3 --------------------- -0.07 s 0.00 A -203.86 G -8.11 R 46.7 --------------------- -0.11 O 0.00 A -220.58 G -8.27 L Page 11 40.0 --------------------- -0.07 S 0.00 A -236.92 G -8.30 F 33.3 --------------------- -0.07 S 0.00 A -252.39 G -8.22 F 26.7 --------------------- -0.06 S 0.00 A -267.51 G -8.29 F 20.0 --------------------- -0.07 S 0.00 A -282.01 G -8.26 F 13.3 --------------------- -0.01 V 0.00 A -296.22 G -8.29 F 6.7 --------------------- -0.06 S 0.00 A -309.78 G -8.29 F 0.0 --------------------- 0.00 A 0.00 A FORCE/RESISTANCE RATIO IN LEGS ------------- _____------ _----- ___________ -- LEG COMPRESSION - ---- LEG TENSION --- MAST FORCE/ FORCE/ ELEV MAX COMP RESIST MAX TENS RESIST ft COMP RESIST RATIO TENS RESIST RATIO 125.00 ----------------------------------------------- 3.98 31.48 0.13 1.70 48.15 0.04 120.00 ----------------------------------------------- 10.11 57.04 0.18 7.13 76.50 0.09 115.00 ----------------------------------------------- 22.18 57.04 0.39 15.82 76.50 0.21 110.00 ----------------------------------------------- 34.87 57.04 0.61 28.00 76.50 0.37 105.00 ----------------------------------------------- 51.15 57.04 0.90 41.23 76.50 0.54 100.00 67.06 142.05 0.47 56.51 165.60 0.34 95.00 ----------------------------------------------- 84.31 142.05 0.59 69.79 165.60 0.42 90.00 ----------------------------------------------- 99.78 142.05 0.70 84.33 165.60 0.51 85.00 ----------------------------------------------- 114.93 142.05 0.81 97.59 165.60 0.59 80.00 ----------------------------------------------- 129.25 175.98 0.73 111.00 198.45 0.56 75.00 ----------------------------------------------- 143.54 175.98 0.82 123.14 198.45 0.62 70.00 --------------------------------------------- 157.60 175.98 0.90 136.51 198.45 0.69 65.00 ----------------------------------------------- 171.09 175.98 0.97 148.57 198.45 0.75 60.00 ----------------------------------------------- 186.38 239.46 0.78 163.10 274.95 0.59 53.33 ----------------------------------------------- 203.86 239.46 0.85 178.00 274.95 0.65 46.67 ----------------------------------------------- 220.58 239.46 0.92 193.57 274.95 0.70 40.00 ----------------------------------------------- 236.92 309.64 0.77 208.17 357.75 0.58 33.33 ----------------------------------------------- 252.39 ______________________________ ___252.39 309.64 0.82 222.58 357.75 0.62 26.67 ----------------------------------------------- 267.51 309.64 0.86 236.31 357.75 0.66 20.00 ----------------------------------------------- 282.01 358.08 0.79 249.57 378.00 0.66 13.33 ----------------------------------------------- 296.22 358.08 0.83 262.29 378.00 0.69 6.67 ----------------------------------------------- 309.78 358.08 0.87 274.52 378.00 0.73 0.00 ----------------------------------------------- FORCE/RESISTANCE RATIO IN DIAGONALS ___________________________________ - DIAG COMPRESSION - --- DIAG TENSION - MAST FORCE/ FORCE/ ELEV MAX COMP RESIST MAX TENS RESIST ft COMP RESIST RATIO TENS RESIST RATIO 125.00 ----------------------------------------------- 2.64 7.16 0.37 2.22 7.16 0.31 120.00 ----------------------------------------------- 3.15 10.74 0.29 2.96 10.74 0.28 115.00 ----------------------------------------------- 4.75 10.74 0.44 4.77 10.74 0.44 110.00 ----------------------------------------------- 5.09 10.74 0.47 5.11 10.74 0.48 105.00 ----------------------------------------------- Page 12 7.30 10.74 0.68 7.14 10.74 0.66 100.00 ----------------------------------------------- 5.58 7.16 0.78 5.22 7.16 0.73 95.00 ---------------------------------------------- 6.61 7.16 0.92 6.66 7.16 0.93 90.00 ---------------------------------------------- 6.51 7.16 0.91 6.39 7.16 0.89 85.00 ---------------------------------------------- 6.38 7.16 0.89 6.36 7.16 0.89 80.00 ----------------------------------------------- 6.89 8.19 0.84 6.88 8.19 0.84 75.00 ----------------------------------------------- 6.84 8.19 0.84 6.79 8.19 0.83 70.00 ----------------------------------------------- 7.50 8.19 0.92 7.50 8.19 0.92 65.00 ----------------------------------------------- 7.38 8.19 0.90 7.36 8.19 0.90 60.00 ----------------------------------------------- 8.04 9.84 0.82 7.97 9.84 0.81 53.33 ----------------------------------------------- 8.11 9.84 0.82 8.04 9.84 0.82 46.67 ----------------------------------------------- 8.27 9.84 0.84 8.34 9.84 0.85 40.00 ---------------------------------------------- 8.30 13.34 0.62 8.22 13.34 0.62 33.33 ----------------------------------------------- 8.22 13.34 0.62 8.25 13.34 0.62 26.67 ----------------------------------------------- 8.29 13.34 0.62 8.20 13.34 0.61 20.00 --------------------------------------------- 8.26 10.34 0.80 8.27 10.34 0.80 13.33 ----------------------------------------------- 8.29 10.34 0.80 8.23 10.34 0.80 6.67 ----------------------------------------------- 8.29 10.34 0.80 8.29 10.34 0.80 0.00 ----------------------------------------------- MAXIMUM INDIVIDUAL FOUNDATION LOADS: (kip) --------------LOAD---COMPONENTS------------- NORTH EAST DOWN UPLIFT 30.59 G 25.04 K 316.14 G -280.16 M MAXIMUM TOTAL LOADS ON FOUNDATION : (kip & kip-ft) __________________________________________________ ------HORIZONTAL----- NORTH EAST TOTAL @ 359.4 50.1 -43.6 50.1 G D G TOTAL SHEAR 30.59 G DOWN ---------OVERTURNING--------- TORSION NORTH EAST TOTAL @ 359.5 101.6 3857.9 -3461.2 3858.0 -20.9 d G D G N Latticed Tower Analysis (Unguyed) Processed under license at: sabre Towers and Poles (c)2015 Guymast Inc. 416-736-7453 on: 2 may 2019 at: 10:30:25 irrt fr#Artirt<fi'sf}irdi}k{r rtfi rtrtrt4<khdrtrtrtSrtilGrtu�?S fr irk rt�?rt rtrtC4fr rtrttefr irrt rtrtYhrtrt tir frit rtrt irrtrtrtkrtrtrtrt�}Lrt irrt rtrtrtrt h+}f}AtrrtTrRrtktrrtBRrttrtrdkk service Load condition iNrrt rtrtrt rtrtrtrtrtrt rtrtrt tnkrt rtrtrtrtrtrtrtrtrt rt rtrt 5k rtirSArt?rtirA hw`ink?rtrt frk'w'w'nrt4tk�lkRA'wfi Akan`i ARCrt rt'.rf?tr4L144<fiik>4rt#krtM1rt u48rtC4dirb rtOk rt only 1 condition(s) shown in full k RRUs/IMAs were assumed to be behind antennas it Some wind loads may have been derived from full-scale wind tunnel testing LOADING CONDITION A _________________ 60 mph wind with no ice. wind Azimuth: Oo Page 13 MAST LOADING LOAD ELEV APPLY..LOAD..AT LOAD ......FORCES...... ......MOMENTS...... TWIST ft TYPE EAST RADIUS AZI AZI HORIZ DOWN VERTICAL TORSNAL -0.413 D 0.008 G ft ft -0.043 B 120.0 kip kip ft -kip ft -kip C 125.0 0.00 0.0 0.0 1.53 3.85 0.00 0.00 C 125.0 0.00 0.0 0.0 0.00 0.05 0.00 0.00 C 115.0 0.00 0.0 0.0 1.23 3.85 0.00 0.00 C 105.0 0.00 0.0 0.0 1.21 3.85 0.00 0.00 C 99.2 0.00 0.0 0.0 0.14 0.21 0.00 0.00 C 95.0 0.00 0.0 0.0 1.29 3.85 0.00 0.00 C 90.0 0.00 0.0 0.0 0.09 0.45 0.00 0.00 C 85.0 0.00 0.0 0.0 0.03 0.40 0.00 0.00 C 85.0 0.00 0.0 0.0 0.03 0.40 0.00 0.00 C 85.0 0.00 0.0 0.0 0.05 0.60 0.00 0.00 C 75.0 0.00 0.0 0.0 0.03 0.40 0.00 0.00 C 75.0 0.00 0.0 0.0 0.03 0.40 0.00 0.00 C 75.0 0.00 0.0 0.0 0.05 0.60 0.00 0.00 C 69.2 0.00 0.0 0.0 0.13 0.21 0.00 0.00 C 60.0 0.00 0.0 0.0 0.09 0.45 0.00 0.00 C 55.0 0.00 0.0 0.0 0.03 0.40 0.00 0.00 C 55.0 0.00 0.0 0.0 0.03 0.40 0.00 0.00 C 55.0 0.00 0.0 0.0 0.04 0.60 0.00 0.00 C 45.0 0.00 0.0 0.0 0.03 0.40 0.00 0.00 D 125.0 0.00 349.5 0.0 0.04 0.07 0.05 -0.01 D 120.0 0.00 349.5 0.0 0.04 0.07 0.05 -0.01 D 120.0 0.00 349.5 0.0 0.04 0.08 0.05 -0.01 D 115.0 0.00 349.5 0.0 0.04 0.08 0.05 -0.01 D 115.0 0.00 26.9 0.0 0.05 0.11 0.04 0.00 D 105.0 0.00 26.9 0.0 0.05 0.11 0.04 0.00 0 105.0 0.00 33.3 0.0 0.06 0.14 0.02 -0.01 0 100.0 0.00 33.3 0.0 0.06 0.14 0.02 -0.01 D 100.0 0.00 32.8 0.0 0.06 0.15 0.02 -0.01 D 95.0 0.00 32.8 0.0 0.06 0.15 0.02 -0.01 D 95.0 0.00 318.2 0.0 0.07 0.18 0.03 -0.01 D 80.0 0.00 325.0 0.0 0.07 0.18 0.03 -0.02 D 80.0 0.00 327.8 0.0 0.07 0.20 0.04 -0.02 D 65.0 0.00 332.7 0.0 0.07 0.21 0.05 -0.02 D 65.0 0.00 331.8 0.0 0.08 0.21 0.04 -0.02 D 60.0 0.00 331.8 0.0 0.08 0.21 0.04 -0.02 D 60.0 0.00 336.7 0.0 0.08 0.23 0.05 -0.02 D 40.0 0.00 339.8 0.0 0.07 0.23 0.06 -0.02 D 40.0 0.00 341.1 0.0 0.08 0.26 0.07 -0.02 D 20.0 0.00 339.4 0.0 0.08 0.26 0.06 -0.02 D 20.0 0.00 344.0 0.0 0.07 0.27 0.08 -0.01 D 0.0 0.00 342.6 0.0 0.07 0.28 0.07 -0.01 ANTENNA LOADING .......ANTENNA ................. ATTACHMENT ...........ANTENNA FORCES...... TYPE ELEV AZI RAD AZI AXIAL SHEAR GRAVITY TORSION ft ft kip kip kip ft -kip STD 80.0 120.0 5.5 120.0 -0.05 -0.05 0.11 -0.06 STD 80.0 0.0 5.5 0.0 0.35 0.00 0.17 0.00 STD 80.0 240.0 5.5 240.0 -0.03 0.03 0.06 0.02 STD 70.0 120.0 6.1 120.0 -0.05 -0.05 0.11 -0.06 STD 70.0 0.0 6.1 0.0 0.34 0.00 0.17 0.00 STD 70.0 240.0 6.1 240.0 -0.03 0.03 0.06 0.02 STD 50.0 120.0 7.3 120.0 -0.04 -0.04 0.11 -0.05 STD 50.0 0.0 7.3 0.0 0.32 0.00 0.17 0.00 STD 50.0 240.0 7.3 240.0 -0.02 0.02 0.06 0.02 STD 40.0 0.0 7.8 0.0 0.14 0.00 0.11 0.00 --------------------- -------------------------------------------------------------------------------- MAXIMUM MAST DISPLACEMENTS; ELEV ------DEFLECTIONS (ft)----- --TILTS (DEG)--- TWIST ft NORTH EAST DOWN NORTH EAST DEG 125.0 0.449 G -0.413 D 0.008 G 0.400 G -0.372 D -0.043 B 120.0 0.413 G -0.380 0 0.008 G 0.398 G -0.369 D -0.043 B 115.0 0.378 G -0.347 D 0.008 G 0.392 G -0.364 D -0.042 B 110.0 0.344 G -0.316 0 0.008 G 0,380 G -0.352 D -0.041 B 105.0 0.311 G -0.285 D 0.007 G 0,360 G -0.333 D -0.040 B 100.0 0.280 G -0.256 D 0.007 G 0.330 G -0.305 D -0.039 B 95.0 0.251 G -0.229 D 0.006 G 0.313 G -0.290 D -0.037 B 90.0 0.223 G -0.203 D 0.006 G 0.295 G -0.273 D -0.035 B Page 14 85.0 0.196 G -0.179 D 0.006 G 0.274 G -0.253 D -0.032 B 80.0 0.172 G -0.156 D 0.005 G 0.252 G -0.232 D -0.030 B 75.0 0.150 G -0.136 0 0.005 G 0.233 G -0.214 D -0.028 R 70.0 0.130 G -0.117 D 0.004 A 0.212 G -0.195 D -0.026 B 65.0 0.111 G -0.100 D 0.004 G 0.191 G -0.175 D -0.023 B 60.0 0.094 G -0.085 D 0.004 A 0.169 G -0.154 D -0.021 B 53.3 0.075 G -0.067 D 0.003 G 0.148 G -0.134 D -0.018 B 46.7 0.058 G -0.052 D 0.003 G 0.125 G -0.114 D -0.016 B 40.0 0.043 G -0.039 D 0.002 H 0.103 G -0.094 D -0.013 B 33.3 0.031 G -0.028 D 0.002 c 0.086 G -0.078 D -0.011 8 26.7 0.021 G -0.019 D 0.002 H 0.068 G -0.062 D -0.009 e 20.0 0.013 G -0.012 D 0.001 C 0.050 G -0.046 D -0.006 B 13.3 0.007 G -0.006 D 0.001 1 0.034 G -0.030 D -0.004 B 6.7 0.002 G -0.002 D 0.000 C 0.017 G -0.015 D -0.002 B 0.0 0.000 A 0.000 A 0.000 A 0.000 A 0.000 A 0.000 A MAXIMUM ANTENNA AND REFLECTOR ROTATIONS: ELEV AZI TYPE ft deg 80.0 120.0 STD 80.0 0.0 STD 80.0 240.0 STD 70.0 120.0 STD 70.0 0.0 STD 70.0 240.0 STD 50.0 120.0 STD 50.0 0.0 STD 50.0 240.0 STD 40.0 0.0 STD MAXIMUM TENSION IN MAST MEMBERS (kip) ......BEAM DEFLECTIONS (deg)......... PITCH YAW ROLL TOTAL 0.249 L 0.030 B -0.239 c 0.249 L 0.232 D 0.029 B -0.252 G 0.233 D -0.245 B 0.030 B -0.243 K 0.247 B 0.209 L 0.026 a -0.201 c 0.210 L 0.195 D 0.025 8 -0.212 G 0.195 D -0.206 B 0.025 8 -0.205 K 0.207 B 0.135 L 0.017 B -0.129 C 0.135 L 0.124 D 0.017 B -0.136 G 0.125 D -0.132 B 0.017 B -0.131 K 0.133 B 0.094 D 0.013 B -0.103 G 0.094 D ELEV LEGS DIAG HORIZ BRACE ft 125.0 --------------------- 0.37 G 0.00 A 0.00 A 0.59 L 120.0 --------------------- 0.54 E 0.00 A 1.37 A 0.92 A 115.0 --------------------- 0.08 A 0.00 A 3.11 A 1.55 L 110.0 --------------------- 0.00 A 0.00 A 6.93 A 1.66 F 105.0 --------------------- 0.11 A 0.00 A 10.25 A 2.25 L 100.0 --------------------- 0.28 I 0.00 A 15.01 A 1.58 A 95.0 --------------------- 0.07 A 0.00 A 18.00 A 2.16 F 90.0 --------------------- 0.05 A 0.00 A 22.43 A 2.02 L 85.0 --------------------- 0.06 E 0.00 A 26.12 A 2.04 F 80.0 --------------------- 0.04 A 0.00 A 30.12 A 2.18 F 75.0 --------------------- 0.06 I 0.00 A 33.43 A 2.20 L 70.0 --------------------- 0.05 A 0.00 A 37.40 A 2.36 F 65.0 --------------------- 0.05 1 0.00 A 40.96 A 2.41 L 60.0 --------------------- 0.05 A 0.00 A 45.27 A 2.50 F 53.3 --------------------- 0.05 I 0.00 A 49.33 A 2.61 L 46.7 --------------------- 0.05 A 0.00 A 53.92 A 2.67 F 40.0 --------------------- 0.04 A 0.00 A 58.14 A 2.65 F 33.3 --------------------- 0.03 A 0.00 A 62.40 A 2.66 F 26.7 --------------------- 0.04 A 0.00 A 66.43 A 2.64 F 20.0 --------------------- 0.03 A 0.00 A 70.30 A 2.67 F 13.3 --------------------- 0.00 A 0.00 A 74.00 A 2.66 F 6.7 --------------------- 0.03 A 0.00 A 77.54 A 2.68 F 0.0 --------------------- 0.00 A 0.00 A Page 15 MAXIMUM COMPRESSION IN MAST MEMBERS (kip) ELEV LEGS DIAG HORIZ BRACE ft TOTAL NORTH EAST 125.0 --------------------- -0.09 A 0.00 A -1.96 G -0.99 F @ 359.5 120.0 --------------------- 16.2 -0.16 K 0.00 A -1118.8 -4.15 G -1.07 G G D 115.0 --------------------- G 0.00 A 0.00 A B -9.02 G -1.54 F 110.0 --------------------- -0.01 c 0.00 A -13.24 G -1.64 L 105.0 --------------------- -0.01 G 0.00 A -19.34 G -2.40 F 100.0 --------------------- -0.28 c 0.00 A -24.59 G -1.89 G 95.0 --------------------- -0.01 G 0.00 A -31.25 G -2.11 F 90.0 --------------------- -0.03 c 0.00 A -36.45 G -2.13 F 85.0 --------------------- -0.01 G 0.00 A -41.84 G -2.06 L 80.0 --------------------- -0.04 c 0.00 A -46.72 G -2.25 L 75.0 --------------------- -0.01 1 0.00 A -51.86 G -2.19 F 70.0 --------------------- -0.05 c 0.00 A -56.67 G -2.47 L 65.0 --------------------- -0.01 7 0.00 A -61.31 G -2.34 F 60.0 --------------------- -0.04 C 0.00 A -66.56 G -2.66 L 53.3 --------------------- -0.02 G 0.00 A -72.86 G -2.61 F 46.7 --------------------- -0.03 c 0.00 A -78.64 G -2.70 L 40.0 --------------------- -0.01 G 0.00 A -84.36 G -2.68 F 33.3 --------------------- -0.02 G' 0.00 A -89.70 G -2.67 F 26.7 --------------------- -0.01 G 0.00 A -94.94 G -2.69 F 20.0 --------------------- -0.02 G 0.00 A -100.00 G -2.69 F 13.3 --------------------- 0.00 1 0.00 A -104.97 G -2.69 F 6.7 --------------------- -0.01 G 0.00 A -109.72 G -2.71 F 0.0 --------------------- 0.00 A 0.00 A MAXIMUM INDIVIDUAL FOUNDATION LOADS: (kip) --------------LOAD---COMPONENTS------------- TOTAL NORTH EAST DOWN UPLIFT SHEAR 10.46 G 8.59 K 111.97 G -79.16 A 10.46 G MAXIMUM TOTAL LOADS ON FOUNDATION : (kip & kip -ft) ------HORIZONTAL----- DOWN ---------OVERTURNING--------- TORSION NORTH EAST TOTAL NORTH EAST TOTAL @ 359.4 @ 359.5 16.2 -14.1 16.2 47.9 1247.1 -1118.8 1247.1 -6.7 G D G D G D G B Page 16 MAT FOUNDATION DESIGN BY SABRE TOWERS & POLES Tower Description 125' S3TL Series HD1 Customer DAY WIRELESS SYSTEMS Project Number 432287 Date 5/2/2019 Engineer ARH Overall Loads: Factored Moment (ft -kips) Factored Axial (kips) Factored Shear (kips) Individual Leg Loads: Factored Uplift (kips) Factored Download (kips) Factored Shear (kips) Width of Tower (ft) Ultimate Bearing Pressure Bearing ms Bearing Design Strength (ksf) Water Table Below Grade (ft) Width of Mat (ft) Thickness of Mat (ft) Depth to Bottom of Slab (ft) Bolt Circle Diameter (in) Top of Concrete to Top of Bottom Threads (in) Diameter of Pier (ft) Ht. of Pier Above Ground (ft) Ht. of Pier Below Ground (ft) Quantity of Bars in Mat Bar Diameter in Mat (in) Area of Bars in Mat (int) Spacing of Bars in Mat (in) Quantity of Bars Pier Bar Diameter in Pier (in) Tie Bar Diameter in Pier (in) Spacing of Ties (in) Area of Bars in Pier (int) Spacing of Bars in Pier (in) f'c (ksi) fy (ksi) Unit Wt. of Soil (kcf) Unit Wt. of Concrete (kcf) Volume of Concrete (yd') 3858.04 101.57 50.08 280.00 ` 316.00 31.00 15 6.00 0.75 4.50 9.75 24.5 1.5 65.125 ' 2.5 0.5 4.5 47 1 36.91 6.24 12 1 0.5 12 9.42 5.69 4.5 60 0.11 0.15 36.07 Tower eccentric from mat (ft)= 1.25 Allowable Bearing Pressure (ksf) ` 3.00 Safety Factor 2.00 Max. Factored Net Bearing Pressure (ksf) 3.96 Minimum Mat Width (ft) 20.17 Minimum Pier Diameter (ft) 2.44 Equivalent Square b (ft) 1 2.22 Recommended Spacing (in) 6 to 12 Minimum Pier As (in) 3.53 Recommended Spacing (in) 5 to 12 Page 17 MAT FOUNDATION DESIGN BY SABRE TOWERS & POLES (CONTINUED) Two -Way Shear: 1 is OK, 0 Fails OPc=Ok(2/3)fw2(2.8Asr0PE+4AFLAT) Average d (in) 14 Flexure in Slab: Ove (ksi) 0,228 vu (ksi) Ov. = 0(2 + 4/Rjf' v2 0.342 Steel Ratio 0v.=0(asd/bo+2)f'�1/2 0.345 0.825 $vc = 04f', 1/2 0.228 Minimum Steel Ratio Shear perimeter, bo (in) 138.23 Length of Development in Pad R. 1 1 Stability: 1 Hook Development Overturning Design Strength (ft -k) 5239;1: Factored Overturning Moment (ft -k) One -Way Shear: OV, (kips) V„ (kips) Pier Design: Design Tensile Strength (kips)08 :�. Tu (kips) OVn (kips) 57 1:: V. (kips) OVA=02(1+Nn/(500A9))f'.1'Zbwd 17.1 Vg (kips) A7;t *** Vs max = 4 f',"2bwd (kips) Maximum Spacing (in) 12.00 (Only if Shear Ties are Required) Actual Hook Development (in) 13.00 Req'd Hook Development Idh (in) *** Ref. ACI 11.5.5 & 11.5.6.3 Anchor Boit Pull -Out: 1 is OK, 0 Fails OPc=Ok(2/3)fw2(2.8Asr0PE+4AFLAT) 1 Pier Rebar Development Length (in)j'. Flexure in Slab: Pier Area of Steel OMn(ft-kips) Pier Shear a (in) 1.97 Steel Ratio 0.00897 R, 0.825 Maximum Steel Ratio (p,) 0.0197 Minimum Steel Ratio 0.0018 Rebar Development in Pad (in) Condition 1 is OK, 0 Fails Minimum Mat Width 1 Maximum Soil Bearing Pressure 1 Pier Area of Steel 1 Pier Shear 1 Two -Way Shear 1 Overturning 1 Anchor Bolt Pull -Out 1 Flexure 1 Steel Ratio i Length of Development in Pad 1 Interaction Diagram 1 One -Way Shear 1 Hook Development 1 Minimum Mat Depth 1 P. 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