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20211053 84 Weibel Dish Antennas Application (2)
��'�'�'`"`r' s"��- CITY OF SARATOGA SPRINGS v� � ' F'�-i. � �_ DESIGN REVIEW COMMISSION � _A i�;,i�\1� �� City Hall -474 Broadway ' '-`� Saratoga Springs, New York I 2866 �`"�r�c�AT�o `�',h Tel:518-587-3550 x25 I 5 fax:518-580-9480 www.saratoga-springs.org INSTRUCTIONS ARCHITECTURAL/ HISTORIC REVIEW APPLICATION I. E����B���n:An applicant to the Design Review Commission for Architectural Review or Historic Review must be the property owner(s) or lessee, or have an option to lease or purchase the property in question. 2. CoMP�ETE SuBM�ss�oNs: Applicants are encouraged to work with City staff to ensure that an application is complete. The DRC will only consider properly completed applications that contain 1 oriainal and 1 diaital version of the annlication and ALL other required materials as indicated on the application. HANDWRITTEN APPLICATIONS WILL NOT BE ACCEPTED!! 3. ACTIONS REQUIRING REVIEW: Architectural Review District Historic Review District • any exterior changes that require a building permit • Installation or exterior change to a structure requiring a • any change in exterior building materials building or demolition permit • a new, or change to an existing, sign or sign structure • any material change to exterior of a structure including: • demolition of a structure - addition or removal of exterior architectural features - installation, removal or material changes to exterior Within a non-residential zoning district: building elements such as roof, siding, windows, doors, • a change in exterior building color porches, etc. • installation of an awning -enclosure or screening or buildings openings such as windows, doors, porches, etc. - installation of utility, mechanical or misc. accessory structures to the exterior of a building such as HVAC equipment, solar panels, wind turbines, radio/satellite transmission/reception devices, etc. ■ Within a front yard setback: - installation, removal or material changes to drive-or walkways - installation or removal of architectural, sculptural or vegetative screening that exceeds 3' in height - installation of accessory utility structures or radio/satellite transmission/reception devices over 2' in d iameter • a change in exterior building color within a non- residential zoning district • a new, or change to an existing, sign or awning • installation of telecommunications facilities Note—Ordinary maintenance or repair that does not involve a change in material, design or outer appearance is exempt from Historic or Architectural Review. Revised Ol/2019 4. DESIGN GUIDELINES: The Design Review Commission will evaluate whether the proposed action (construction, alteration or demolition) is compatible with existing structures and surrounding properties using the following criteria: • Height—consistent with historic form and context of site and surrounding properties • Scale— relationship of structure and its architectural elements to human size, form, perception • Proportion — relationship among building elements including front fa�ade, windows, and doors • Rhythm— pattern resulting from repeating building elements such as door/window openings, columns, arches, and other fa�ade elements • Directional Expression —compatibility with horizontal &vertical expression of surrounding structures • Massing & Open Space— relationship of structure to open space between it and adjoining buildings • Setback—compatibility with surrounding structures • Compatibility of the following with surrounding structures/properties: - Major building elements (storefronts, doors, windows, roo� - Building materials - Color— (in non-residential zoning districts only) 5. DEc�s�oNs:The Design Review Commission may approve, approve with conditions, or disapprove an application. The DRC may impose appropriate conditions and safeguards in connection with its approval including nature/quality of materials, manner of construction, and design. An applicant may appeal a denied DRC application on the grounds of hardship. Application approvals shall expire within 18 months of approval unless the project has sufficiently commenced (i.e. building/demolition permits obtained and construction/alteration begun). Applicants may request up to 2 extensions if requested before expiration date of prior approval. 6. SUBMISSION DEADLINE: Check City's website (www.saratoga-sprin�g) for application deadlines and meeting dates. 7. APP��cAT�oN FEE: Make checks payable to the "Commissioner of Finance" and attach to top of original application. Fees are non-refundable. Demolition $350 Residential Structures (principal, accessory) $50 Residential approval —extension/modification $50 Non-residential / mixed-use structures (principal) $500 Non-residential/mixed-use extension/modification $300 Non-residential / mixed-use structures (sketch) $150 Non-residential signs, awnings, accessory structures $125 Non-residential approval —extension/modification $I 25 ADDITIONAL INFORMATION: More detailed information on Architectural Review, Historic Review and the Design Review Commission responsibilities may be found in the City's Zoning Ordinance available in City Hall and on the City's web site at http://www.saratoga-spri ngs.or�/544/Zoni n�-Ord i nance. Revised Ol/2019 �� �'`"`r' s"��- CITY OF SARATOGA SPRINGS �FOROFFICEUSE� v� � ' F'�-i. � DESIGN REVIEW COMMISSION �,.":A J � .� � � (Application#) �.,��,� ,�- City Hall -474 Broadway ',,` °-`` h- Saratoga Springs, New York I 2866 "�r�'c�AT�o `�' Tel:5 I 8-587-3550 x.5 I 5 fax:518-580-9480 (Date received) www.saratoga-spri ngs.org ARCHITECTURAL/ HISTORIC REVIEW APPLICATION APPLICANT(S)� OWNER� (/fnotapp/icant) ATTORNEY�AGENT Name Dish Wireless Congregation/American Tower Darr�l Gresham(�ent) Address 5701 South Santa Fe Drive 84 Weibel Ave 1777 Senti�-Pk«�-�'�'e�-a 17 Littleton CO 80120 Saratoga Springs NY 12866 Ste �00 Bhie Bell P� 19�22 Phone / / 267-30�-13�9 Email d�resham(a�nbcllc.com Identify primary contact person: ❑Applicant ❑ Owner 8 Attorney/Agent �An applicant must be the property owner, lessee, or one with an option to lease or purchase the property in question. Applicant's interest in premises: ❑ Owner 8 Lessee ❑ Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: $4 Weibel Ave, Saratoga Springs NY 1286 Tax Parcel #: � 53 � _ 22 _ �� (for examp/e: /65.52—4—.37) Current Zoning District: ReSICl21lt181 Property use: ❑ Residential 8 Non-residential/mixed-use Type of Review: 8 Architectural ❑ Historic ❑ Extension/modification (of current approval) Summary description of proposed action: Dish�ill iustall 3 antennas 1 antenna T-�rm Motmt 6 RRHs 1 OVP 1 H�brid Cable all to be iustalled on the e�istin�to�er. Dish�'ireless �round install ss�ill consist of installin� 1 mPt�l nl�tf�rm 1 i�e hrir�pa'e 1 nn���hinet 1 emiinment��hinet 1 n�R=er��nr�nit 1 tPl����nr�nit 1 tPl��fiher h�x 1 GPS Unit 1 Safet�S��itch if rec�uired 1 Ciena Bo�if reauired all to be installed inside our e�istiu� lease area. Has a previous application been filed with the DRC for this property? 8 No ❑Yes—date(s)? -App. No.(s)? Revised Ol/2019 APPLICATION FEE (payable to "Commissioner of Finance"): Residential Structures (principal, accessory) $50 Non-residential/mixed-use structures (principal) $500 Residential approval—extension/mod $50 Non-residential signs, awnings, accessory structures $I 25 Non-residential mixed-use sketch $150 Non-residential approval—extension/mod $125 Demolition $350 ��A "complete" application consists of 1 hard co�y(origina� , and I electronic copy of a�plication &ALL other rr�aterials as required below: New Construction/Additions ❑ Color photographs showing site/exterior details of existing structures and adjacent properties �] Site plan,drawn to scale,showing existing&proposed construction, property lines&dimensions, required &proposed setbacks&lot coverage,site features(fences,walks,trees,etc.);on no larger than 2'x3'sheet—smaller preferred if legible � Elevation drawings showing design of all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture &lamp type,wattage),etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible ❑ Floor plans for proposed structure;on sheet no larger than 2'x3'—smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors Change in exterior buildin� materials (windows, doors, roof, siding, etc.), or color (in non-residential districts only) ❑ Color photographs showing site/exterior details of existing structures and that illustrate affected features ❑ Elevation drawings showing all sides of existing&proposed construction—label dimensions,colors, materials, lighting(fixture&lamp type,wattage),etc. -include compass bearing&scale; no larger than 2'x3'sheet—smaller permitted if legible ❑ Product literature,specifications and samples of proposed materials and colors WItIIICI fl'OCIt y11"CI S2tI�1CICS ICl HISt01"IC DIStI"ICtS OC1I�/ (Front setbacks:UR-I &INST-HTR=30';UR-4=25';UR-2,UR-3&NCUD-I=10') - Installation, removal or change in material of drive-and walkways - Installation or removal of architectural, sculptural or vegetative screening over 3' in height - Installation of accessory utility structures or radio/satellite transmission/reception devices (more than 2' diameter) For any of above: ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing&proposed construction: include property lines&dimensions, required &proposed setbacks&lot coverage,site features(fences,walks,trees,etc.) street names,compass bearing&scale; no larger than 2'x3' sheet—smaller preferred if legible ❑ Product literature,specifications and samples of proposed materials and colors Signa�e/Awnin� ❑ Color photographs showing site/exterior details of existing structures,and adjacent properties ❑ Plan showing location of proposed sign/awning structure on building/premises: no larger than I I"x I T' ❑ Scaled illustration of proposed sign/awning structure and lettering(front view&profile): include all dimensions of structure;type, dimensions and style of lettering or logo;description of colors, materials, mounting method and hardware ❑ Descriptions,specifications of proposed lighting including fixture&lamp type,wattage, mounting method,and location ❑ Product literature,specifications and samples of proposed materials and colors Demolition ❑ Color photographs showing site/exterior details of existing structures,and of adjacent properties ❑ Site plan showing existing and any proposed structures-include dimensions,setbacks,street names,compass bearing,and scale ❑ Written description of reasons for demolition and, in addition: ❑ For structures of"architectural/historical significance",demonstrate"good cause"why structure cannot be preserved ❑ For structures in an architectural district that might be eligible for listing on National Register of Historic Places,or for a "contributing"structure in a National Register district(contact City staffl, provide plans for site development following demolition - include a timetable and letter of credit for project completion Telecommunication facilities ❑ Color photographs showing site/existing structures,and of adjacent properties ❑ Site plan showing existing and proposed structures: include dimensions,setbacks,street names,compass bearing,and scale ❑ Scaled illustration of proposed structures: include all dimensions;colors, materials, lighting, mounting details ❑ Consult Article 240-I 2.22 of the City's Zoning Ordinance and City staff to ensure compliance with requirements for visual impact assessment and existing and proposed vegetative screening Revised Ol/2019 Request for extension of current approval ❑ Identify date of original DRC approval: Current expiration date: Org.App. No. ❑ Describe why this extension is necessary and whether any significant changes have occurred either on the site or in the neighborhood. SEQR Environmental Assessment Form ❑ Applicants proposing the following must complete"Part I" of the SEQR Short Environmental Assessment Form(a�ailable here: http://www.dec.n�gov/docs/permits ei operations�df/seafpartone.pdfl: -Construction or expansion of a multi-family residential structure(4 units +) -Construction or expansion(exceeding 4,000 sq.ft.gross floor area)of a principal or accessory non-residential structure -Telecommunications facility, radio antennae,satellite dishes - Demolition Disclosure Does any City of�cer, employee or family member thereof have a�nancial interest (as de�ned by General Municipal Law Section 809) in this application? 8 No ❑Yes- If yes, a statement disclosing the name, residence, nature, and extent of this interest must be�led with this application. Certification I/we, the property owner(s), or purchaser(s)/lessee(s) under contract, of the land in question, hereby request an appearance before the Design Review Commission. By the signature(s) attached hereto, I/we certify that the information provided within this application and accompanying documentation is, to the best of my/our knowledge, true and accurate. I/we further understand that intentionally providing false or misleading information is grounds for immediate denial of this application. I/we hereby authorize the members of the Design Review Commission and designated City staff to enter the property associated with this application for purposes of conducting any necessary site inspections relating to this application. Furthermore, I/we agree to meet all requirements under Article VII for Historic Review or Article VIII for Architectural Review of the Zoning Code of the City of Saratoga Springs. Date: (applicant signature) Date: (applicant signature) If applicant is not the currently the owner of the property, the current owner must also sign. Owner Signature: Date: Owner Signature: Date: Revised Ol/2019 FOR OFFICE USE ONL This application has been reviewed by the Zoning Enforcement Of�cer and is being forwarded to the Commission. Signature: Date: Additional Comments: Revised Ol/2019 • SITE INFORMA EI�O�N of PROJECT DIRECTORY PROPERIY OWNER: SHMRA TFlLLE INC APPLICANT: OISH NARELESS, L.LC. � � AOORESS: 84 WE18EL AVENUE 5701 SOUTH SANTA fE ORIVE � SARATOGA SPRINGS, NY 1288 LITRETON, CO 80120 � � TOWER TYPE: STEALTH — MONOPINE ��/�rel�� TOWER OWNER: AMERIGW TOWER �w� TOWER CO SITE 10: 283534 10 PRESIOENTIAL WAY � WOBURN� MA 01801 5701 SOUTH SANTA FE DRIVE TOWER APP NUMBER: 137141�5_02 LITTLETON, CO 80120 SCOPE OF WORK • CAUNIY: SqRATOGA ENGINEER: ATC TOWER SERVICES. LLC THIS IS NOT AN ALL INCWSIVE LIST. CONTRACTOR SHALL UTILI2E SPECIFlEO EQUIPMENT PART OR ENGINEER 3500 REGENCY PARKWAY SUITE 100 w�re ess iM �P�� EQUIVALENT. CONTRACTOR SFWl VERIfY ALL NEEDED EQUIPMENT TO PROVIDE A fUNCTIONAL SRE. �pnTUOE (NAO 83): 43•09�;�++" N CARY. NC 27518 THE PROJECT GENERALLY CONSISTS Of THE fOLLONANG: TOWER SCOPE Of WORK: LONGITUOE (NAO 83): 73' 44' 30.210" W • INSTALL(3) PROPOSED PAN0.ANTENNAS (1 PER SECTOR) • INSTALL(1) PROPOSED ANfENNA T—ARM MOUNT —73.74172498 DISH WIRELESS, L.L.C. SITE ID: : INSTALL(6) PROPOSED RRe (2 PER SECTOR) 20NING JURISOICTION: CIIY Of SARATOGA SPRINGS SITE ACAUISITION: CHELSEA WALTERS pMERICANTOWER° • INSTALL(1) PROPOSED OVER VOLTAGE PROTECTION OEVICE (OVP) A.T.ENGINEERING SERVICE,PLLC A LA L B 0 0110 A � �NSTALL(1) PROPOSED FiYBR10 CABLE 20NING OISTRICT: RESIOENfU1L 3500REGENCYPARKWAY GROUNO SCOPE Of WORK: CANSTRUCTION MANAGER: T80 CARY,INC127518 • INSTALL(1) PROPOSED METAL PUTFORM PARC0.NUMBER: 153-000-0001-012-000 PHONE:�919�468-0112 • INSTALL(1) PROPOSED ICE BRIOGE DISH WIRELESS, L.L.C. SITE ADDRESS: : INSTALL(1) PROPOSED EOUIPMENIT CABINET OCCUPANCY GROUP: U Rf ENGINEER: UMAR KHAN • INSTALL(1) PROPOSED POWER CONOUIT DRAWN BY: CHECKED BY:APPROVED BY: 84 W E I B E L AV E N U E � �NSTALL(1) PROPOSED TELCO CONOUR CANSTRUCfION IYPE: II-8 • INSTALL(1) PROPOSED TELCO—FlBER BOX AP SRF SRF • INSTALL(1) PROPOSED GPS UNR ppW� rqMPANY: NATIONAL GRIO • INSTALL(1) PROPOSED SAfEIY SWITCH (If REQUIRED) RFDS REV #: ---- SA RAT O G A S P R I N G S, N Y 12 8 6 6 � �NSTALL(1) PROPOSED CIENA 80X (If REQUIREO) TELEPHONE COMPMIY: VERI20N C O N ST R U CT I O N NEW YORK CODE COMPLIANCE SITE PHOTO DIRECTIONS DOCUMENTS SUBMITTALS ALL WORK SW1LL 8E PERfORMED ANO MATERUILS INSTALLEO IN ACCOROANCE WRH THE CURREPR EDITIONS Of � ' REV DATE DESCRIPTION THE fOLIANANG COOES AS ADOPTEO BY THE LOCAL GOVERNING AUTHORRIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONfORMING TO THESE COOES: ';,;J,';; TAICE I-87N fROM ALB/WY, NY TAKE EXIT 15 ANO BEAR LEFT ONTO RTE 50 TAICE flRST SLIGHT RIGHT OPRO o a9/o9/zoai issum rw�aoxsnucnoH LOUDON RO TRAVEL 44 MILE ANO TAKE RIGHT ONTO WEIBEL AVE TURN LEFT IPRO CHURCH PARKING LOT COOE TYPE � TOWER IS LOCATEO IN REAR Of PARKING LOT. BUILOING 2018 18C MECHANICAL 2018 IMC ELECTRICAL 2017 NEC w� � "�{ � �.. .. 'y'"I � CF'� ,r, r� f •u;� �l_�• } "- ' '��"� y VICINITY MAP f : '.� � � �: ,��,o� ►�� r � w '. �, „ � ��c � SHEET INDEX � �' f,� � ' ' 1 `1 _ �'�Q' � PHILIp �+f� ��G g,� � SHEET N0. SHEET TITLE ;,� _ ___ � �A� * L= 0. _��� W r-i n�sHEEr - �'--�� �,,_� -- A-0 EXISTING SURVEY ,��i 7 �.� ° � A-1 OVERALL ANO ENURGEO SffE PLAN � '� �. � -�` 7 I II� u,;'i �_' s� �Q0867 �� n-2 �r�noN, ANTENWI UYOUT ANO SCHEDULE �I�„��,,�,� ,� +�= SITE LOCATION F�p A-3 EOUIPMENT PUTFORM ANO H—fRAME OETNLS = - r S !' A-4 EOUIPMENT OETNLS UNDERGROUND SERVICE ALERT-NEW YORK 811 '' UTILITY NOTIFICATION CENTER OF NEW YORK � sn� J��ato ^ R IS A VIOUTION OF UW FOR ANY PERSON, A-5 EQUIPMENT OETNLS `J `��r�n 4, UNLESS THEY PftE ACTING UNDER THE DIRECTION A-6 EOUIPMENT OETNLS (800)272-4480 OF A LICENSm PROFESSIONAL ENGINEER, WWW.NEWYORK-811.COM ro ur�n�is oocuMar. E-1 ELECTRIf:AL/flBER ROUfE PU1N IWO NOTES GLL 2 YORMNO 011K UIRl1Y NO11f1G710N Pft10R M OONNSIRRlIC110N �so) � J 00 �c oH A&E PROJECT NUMBER E-2 ELECTRICAL OETNLS � E-3 ELECTRICAL ONE—LINE, Fnu�r cn�cs e Pnna scHmu� 283534-1 371 41 45_D2 �-, GROUNOING PUWS IWO NOTES GENERAL NOTES - ' - DISH WIRELESS, L.L.C. ,9� - PROJECT INFORMATION G-2 GROUNOING OETNLS THE fACILRY IS UNMANNED ANO NOT fOR HUMAN HABRATION. A TECHNICIAN WILL VISR THE SRE AS REQUIRED o'°, G-3 GROUNOING OETNLS fOR ROUTINE MNNTENANCE. THE PROJECT NALL NOT RESULT IN ANY SIGNIflCMR OISTURBANCE OR EFFECT ON ,.,, , m �-��' ALALBOO 1 1 OA ORAINAGE. NO SANITARY SEWER SERNICE, POTABLE WATER, oR rnasH oisPosn� is REouiRm nno No coMMa�an� � 84 WEIBEL AVENUE SIGNAGE IS PROPOSED. =ar3tor_c Rf-1 RF c�e� cowR cooE �:-� M1����r�'+ SARATOGA SPRINGS, NY 12866 THE PROJECT OEPICTED IN THESE PUWS OUALIFlES AS AN ELIGIBLE fIVCILITIES REOUEST ENfRLEO TO EXPEDITED �� - H stcric;l G_ : RENIEW UNOER 47 U.S.C. $ 1�55(A) AS A MOOIflCAT10N Of AN EXISTING WIRELESS TOWER TI1AT INYOWES THE ' a`3� SHEET TITLE GN-1 LEGENO ANO ABBRE1MT10NS COLLOCATION, REMOVAL, ANO/OR REPUVCEMENT Of TRANSMISSION EQUIPMENT TI1AT IS NOT A SUBSTANTIAL _ GN-2 GENERAL NOTES CHANGE UNOER CfR � 1.61000 (8)(7). ;-t s� ; TITLE SHEET GN-3 GENERAL NOTES GN-4 GENERAL NOTES 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED SHEET NUMBER N ,- - CONTWICTOR SHALL VERIfY ALL PUWS. EXISTING OIMENSIONS, ANO CONOITIONS ON T�1 THE JOB SRE, ANO SHALL IMMEOUITELY NOTIfY THE ENGINEER IN WRRING Of ANY OISCREPANCIES BEfORE PROCEEDING WRH THE WORK. NO SCALE i ***** �* *_ i * * i ,****. i i i i \ i� = 30� sr53oi o�oo �'o GRAPHIC SCALE _\ PaR�E��a.<„sa9- - o- 0,-o,3-aoo-�aoo ` ___� oo; \ vaannaw n¢a _'___'_"__'_ rvas�YaSc - �e.s' mm 0 15 30 6 EW YORK ftEt1Gi0U5�� - `" �n O p RENT 1FPCi HARRA IflLLE.A N HAARa TEFlLA ACONGREGAl10N 55 0'�F pry PiPE � GEECESTAh'���E���EGpnON oU'E A�K�A�ONGREGAP�S�`��p p/H/A EB ��GEN- �OUN�NE SiORY \ EGPnON SHAftRA h�K�p CONGREGATON SHFAREI �GREGATON OF SHAPRA ------------------- ASPHALT 256'�' �IL�ING n/K/A ca+va rtvi�¢a/ ¢vi�n a/K/A me c s•r%'_"__'_'_____'__ rC�mIGREGi�ON SHqAKA CONGREGATON SHAA0.1 T DELPWAftE 1.IM��D�IABILIiY COMPPNT zz s' � I SFPAREI EFl�AH p/�FHGREGAiiON SHAARa 1FSLLL.00 q' ----------------------- o o AREAs230 SF � \ 1 IiILLE.INC.P/KI ORIDA TOWE0.PA-000-�� ------ ------ o� 'I MEIGHi=13.5' I� PARGELa0E411589-153-000-0001-� N�& a � � _______ 6.97 I9 14 w I � t\ a-za�000' _____'_ '__"_'__'__'___ nscnn�r -_'__'__'__'__ __'__'__ _____ P,-,;I£ re wsmu�incrvi rvo zoiaoisao � � ceasas��a'iYc s.�� D � W � _ ' NO3'OS'}5"E_________TS-- __ __ �20]•I z �/� o m I CRAVEL ^�` g'WPF9 tJ�) W � \ ,-.,- _____—__ 14 _ ______________ ASPHALT £1 59 I F ^�I ACCE55&�iL�N E20140�9tr09 1 __ _ } - -- y � 5'CC ,�: 1�— 6 \ V �/� ��� ' ASGHPLT PER INSi0.UMENT N0. - -____ __-- . ..: ASPHALt � � ASPHTLT O I _ _________ -- -_SCC __ -____ _ I �25 BWPF 0.'i � V1 � 12�94_---� _� 583'05'}5"W J 0.. __ - E%�STNG 6UILDING � lo N N ___- ______ �____ I , _�-i0000 Uy �' Hg}'12'a5"E____ _ _.___ __--___ -- � FSPHALT ----�-93.9i �� I — � � -�58}'12'45"W-______ ��f ' �� �CB350.00'458 1 �583�2'65"W MONOP�LE TOWER �g '� ��� y2�`p` Ni Oi BEGMNMG LONGiNDE43]3'4<'30.tt6" (n �%� N654�� � L=90.52 W ��z l£ASE AREA ROUNU ELEVF ON:3 � q1S"E_--' OP TOWER ELE AiION 09.8 g B'�_ =5968' e �h302 W'/ h' NE LONGREGAnONAOF�HA R�AC ILLE A NEW YORK REUGI US LOR il y oi TOWER nEIGHT:Vi05,0.�044 r ��� R=2]0.00' �' 1 C=59.56 � EEq/H/p CONCREGA�ON SNARRARTFlLLERA/K/q CONGREGnPON SNpqRA TEFILA A/K/A�� ��f � -� a/K/n coNcreEcnnorv sHnaaci�ri�n n/k/a corvcreEcanarv � � " '�Gm ASPnALT NAOP. �� 5 AARflGiEF�aH n/K/a CONGREGniiOn SNaARi TEFlLn n/x/n iHE CONGRECniION OF SHAARA Q z e y � �z 1FILLE,iNC.A/N/A CONGREGAPON SHAARq iFILLE,iNC. W m (� 1 ���� � LEASENOLD ESiATE: LORIOn TOWER P�1RlNERS,LLC,A DELAWnRE LINiIED LiABILiiY COMPANY � �� �p�lD �--' PAftCELN0.411599-153-000-0001-022-o00-OOoO �" �� �f.,as oR�i� ->a H=souuu' � W �.., � -�a f 5�8'24'�5"W CB=5�2'06'1B'W 11 rTy � 7? �LL yyL - CJ H�ofim ��c � c eu�e �i Ll —w"�e 3iG $ W �J � oo� =.m 1 I a' .��m N m � w�� ��g �'�, ��� � � � � w v, a � � d 'w � ees z'j`<�oo ws e„a� . c] P FCEL�1 1RACE q 3000'� NCEMENT �EftEK/110N CREGAiION SH �F ILLERG E/AP NNGREGATIOrv SHAAi/EIEFILAFA/KEA� SB2'�845W 01 POIGOUND�4�IR�R00 I Ni OF BEGINNING EQA n/�F CON R G 5 RE 1EFlLA A G�A C ACCE55 EASENENi I �y m m SHAAREIGRFlLA 5H CONGRE N SHAARI IEFlLA E CONG iION OF SHAARA IEASEHOLD EST�iE:FLIXtiDACT0IK/PARiNEqSC`li0Np5pELnWAftE��M�IiE�LIABi�ITY CONPANY � � � � PARCEL NO.411589-153-000-0001-022-000-OOCO i � � � zzz o w � � PaR�E��o.4�,5as-,s�-000-000,-oo�-oo�-0000 �n � � ? o 0 W �. o 0 0 0 c� c� �\ � � 0 0 ? W \ F q � � `\ � � M d /� 0 \ \ z � � � � � � � � � � � � � u � � > o \ � wo � - c� � � o � � �r = o �� � � W _ �, a�,�, � U—p�� /-� 0]O F--1 5 .�< p �O� W p � �a�� E� U� � d �= aa~ � o z a= � oo� � �� �� SHEET TITLE � �� o ��� ALTA/ACSM LAND TITLE SURVEY (� p"�� �a�� PROJECT � �y; o� � 283534 SARATOGA SPRINGS NY � - �,a� N 84 WEBEL AVENUE ���A� °�� � SARATOGA SPRINGS, NY 12866-5610 * O � � " � t � s��� NOTES NOTES 1. CONTRACTOR SHALL FlELD VERIFY ALL DIMENSIONS. 1. CONTRACTOR SWLLL FlELD VERIFY ALL DIMENSIONS. • 2. ANTENNAS AND MOUNTS OMI1T'ED FOR CLARRY. 2. CONTRACTOR SWLLL MNNTAIN A 10'-0" MINIMUM � SEPARAiION BEiWEEN THE PROPOSED GPS UNR, iRANSMITTING ANTENNAS AND pfISTING GPS UNITS. � 3. ANTENNAS AND MOUNTS OMITTED FOR CLARITY. � V11�'@I@SS_ 57D1 SOUTH SANTA FE DRIVE PROPOSm DISFi NARE�ESS. LITTLETON, CO 80120 LLC. 12'WIDE ICE BPoDGE < . ,����������������. 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I � s�P�+ M =_��'�-�' 283534-13714145_D2 . ------- - DISH WIRELESS, LLC. . ---- - � ._,�._.__..._,._ � PROJECT INFORMATION - ,, ALALB00110A � = 84 WEIBEL AVENUE I � SARATOGA SPRINGS, NY 12866 � `', ',�� � SHEET TITLE 'm�� OVERALL AND ENLARGED � ��� a SITE PLAN N ������ SHEET NUMBER 5� 0 5� ,o� A-1 OVERALL SITE PLAN � EXISTING SURVEY �BY OTHERS� rvo SCALE 3 �•=s• NOTES 1. CONTRACTOR SHALL FlELD VERIFY • ALL DIMENSIONS. 6�-6� � 2. AMENNA AND MW DISH PROPOSm DISH WIRELESS, LLC. � SPECIFlCAiIONS REFER TO ANIENNA(TYP t PER SECTOR,TOTAL 3) � ANTENNA SCHEDULE AND TO FlNAL CONSTRUCTION RFDS FOR ALL RF D�a�. � wireless_ �n,� 3. pCISTING EQUIPMENT AND FENCE a W OMfI'iED FOR CLARITY. � 57D1 SOUTH SANTA FE DRIVE A� LITTLETON, CO 80120 4. PROPOSED EQUIPMENT TO BE PAINfED/SOCKED TO MATCH pfIST1NG. Exis7iNc NicNEs7 nPPURTENnNCE� PROPOSED DISH NARELESS, LLC. TOP EL. @ >>3'-�" AGL RRH (7YP 2 PER SECTOR,TOTQ 6) PROPOSED DISH WIRELE55, LL.C. ,i�� �� OVP DEVICE �� ,� � PROPOSED DISH NARELESS, ExisTiNc ToweR� L.L.C. HACK-TO-BIU)K MOUNT �/� TOP E�. � �05-0" nc� (TYp 1 pER SECTOR,TOTAL 3) AIYIERICANTOWER° / ExisTiNc TowER� A.T.ENGINEERING SERVICE,PLLC TOP EL @ 101'-0" AGL 3500REGENCYPARKWAY � I � �,� SUITE 100 � �I A EXISTING MONOPOLE CARY,NC27518 � i� I��A� PHONE:(919)468-0112 // i/I� d � . ExisTiNc TowER� I � � �� 7oP E�. c g�'-o" ac� �� DRAWN BY: CHECKED BY:APPROVE� BY: -�/ �, ,��I A �� ���//I� � �I PROPOSm DISM WIRELE55, AP SRF SRF ���//I�ll/II I�� I�A.� LLC.MlTENNA T-ARM �/�i/ �� � ��� � \� RFDS REV #: �� d ��� I�'�AC������ 3 ---- --; ,,� � � �' ''`� EX�sT�N� TOWER� '' CONSTRUCTION �i � �,, % �,, ,;,�, 7oP E�. � �9,-0.. 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ANIENNA AND RRH MODELS MAY CHANGE DUE TO EQUIPMENf � A1 TA08025-B605 N29 / N71 AVAILABILIIY.ALL EQUIPMENT CHANGES MUSf BE APPROVED AND ALALB001 10A Ex�s7wc 7owER ����o���WITH iHE PROPOSm DESIGN AND 84 WEIBEL AVENUE eo77oM E� @ 6" nc� e�A B� TA08025-86D4 Nss / N7o SARATOGA SPRINGS, NY 12866 - . B7 TA08025-6605 N29 / N71 SHEET TITLE ci TA08025-8604 N88 / N7D ELEVATION, ANTENNA G�w' LAYOUT AND SCHEDULE G1 TA08025-B605 N29 / N71 SHEET NUMBER a� 4� o a� ,6� A-2 PROPOSED NORTH ELEVATION � ANTENNA SCHEDULE NoscuE 3 i/s^=i'—o• �._Q. EQUIPMEPRR PUTFORM/LEASE AREA NOTES ��—a� 2�—a� ��-2� 2�—�a� 1. CONTRACTOR TO BURY PUTFORM fEET NATH A MINIMUM Of 2" • Of flLl PER EXISTING SITE SURfACE m 2. WEED BARRIER fABRIC TO 8E AOOED AT OISCRETION Of OISH � NARELESS. L.LC. CONSTRUCTION MANAGER AT T1ME Of � PROPOSED OISH WIRELESS. M i ii i P�Sm p� CONSTRUCTION. ONE SHEET 8'x8' INSTN.LED UNOER ALL fOUR LLC.GENERATOR PU1G 1 ii�y I I WIRELESS, f'EET Of THE PUTFORM (4 MIL BLACK PLASTIC) � PROPOSED OISH WIRELESS, LLC.GPS UNR \ iioi LLC. GPS UNR ii i 3. EQUIPMENT CA8INET OMITfEO fOR CURRY �c PROPOSED OISH WIR0.6S, n i I pRpppgEp I I�r�77� CABIN�� P��C� \ ii i OISH WIRELESS, a � LL.C. � PROPOSm OISH WIRE�SS, �i I EOUIPMENT CABINET I `r W 5701 SOUTH SANTA FE DRIVE L.L.C. H—FRAME ii i� I I � LITTLETON, CO 80120 ii i� � � RIGIO METAL PROPOSED OISH WIR0.6S. LLC. i ii�� \ I I � CONOUR SI1fElY SWITCH. SPACE m i ii i � � �I o RESERVED fOR AOORIONAL i ii i N � OISCONNECT If REOUIREO. — ii.� ii.� i i a �� — ii� i i I I � �� —,1 II I � II II I 1 � � I I I II I II II I 1 W � � n i � n n i � � PROPOSEO OISH � � I� � I II I � II II I 1 a I I PROPOSED OISH WIR0.6S. 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EQUIPMENr PUTFORM SUBMITTALS PUTFORM i N THREAO fOR PUTFORM If f00TPA0 (TYP) ��� GROUNO � REV DATE DESCRIPTION REQUIRED HEIGHT IXCEEOS 17" o o BAR GRATING �' 8� � �l� �Npqp� a ���/�� �m�t ao�s�a� � � � _ � ILi II� ' ' ���m ' ' � � II,� � � �Z. � ' ��u ' ' � � .� _� � � � � o0 0 ' III ' ' N Y � n i � � CHIWN0.(TYP) 4 MIL WEED BARRIER (1YP) SIDE — 7� LENGTH 9AR EOUIPMEN�PU1iFORM f00TPA0 (1YP) GRATING EN FRONT ELEVATION �+ - - - �oPosEo asn xnrm�ss, m i EQUIPMEPR LLC. GPS UNIT PUTFORM ��0� �r�� f00TPA0 C , �;_a; ,2• c"�� ��C,Q'�� PHILIP g���f -- ��� �� , PROPosm , � �°� * i OISH i � i NARELESS� i '�n PROPOSED qSH Wlfi�l.ESS� PLATFORM DETAIL No scn� 2 � �.�.c. ciEra � � ^LLC. EOUIPMEN�H—fRAME � � eox. sPncm � � RESERVEO If ` 60' �_REQUIRED. � KENWOOD T1701 KTS—SS s2• � Z L�L��===� ;� �` i Q0867 �� H—FRAME �p �. UNISTRIlr SUPPORT RIUL 5 � P��Sm S � � OISH NARELESS, � � 0 0 0 o L.LC. TELCO I m IT IS A VIOUTION OF UW FOR ANY PERSON, WEIGHT/VOLUME 173.6 L8S P� � FlBER i ,� ENCLOSURE � � UNLESS THEY PftE ACTING UNDER THE DIRECTION � OF A LICENSm PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PIPE CAP � i i A&E PROJECT NUMBER i i N i i �, 283534-13714145_D2 WELOMENT, PIPE i DISH WIRELESS, L.L.C. i PROJECT INFORMATION o ALAL600110A suPPoar wu� � /° . � ��i MS��� 84 WEIBEL AVENUE i SARATOGA SPRINGS, NY 12866 PVC CONOUR(1YP) FlNISHED SHEET TITLE GALV U—BOLTS �� GRADE ° °° EQUIPMENT PLATFORM AND P��E 4 Mi�w�m eu�Ri� �va� H—FRAME DETAILS EQUIPMEPRR PUITFORM f00TPA0(lYP) SHEET NUMBER � FaoNr BACK ELEVATION ,z•9•s•3• o ,� z� A-3 H—FRAME DETAIL No scn� 3 NOT USED No scaF 4 H—FRAME EQUIPMENT ELEVATION 5 i•=i'-o• CHARLES INDUSTRY HEX \ RAYCAP RDIAC-6512—P-240—MTS � SQUARE D SAFETY SWITCH CUBE—PM639155N4 � POWER 8c TELCO PROTECTION CABINET D324NR8 � OIMENSIONS (HxWxO): 74'x32'z32' II I � OIMENSIONS (HxWxO) 4p'x2p"x�p" � POWER PLANT: —48VDC A88/600W II I � ENCLOSURE OIM (HxWxO) 29.25"x17.25'x8.25" � WEIGHT/VOLUME 124 L8S TOTAL WEIGHT (EMPTY) �US LBS — — TOTAL WEIGHT(EMP1Y) M5.33 LBS � MANUAL TRANSfER SNATCH 2O0A P� LOAO CENTER 30 POSITION SIOE E@4HI MAX YOLTAGE/AMPS/WATT 240V/200A/48000W P� nw�rl�� ENCLOSURE RATING OUfD00R NEMA 3R MAIN BREAKER 200A, 85kA AIC • 0 0 0 0 5701 SOUTH SANTA FE DRIVE GENERATOR RECEPTACLE CAMLOCK LITTLETON, CO 80120 0 0 0 0 NEMA RATING 3R POWOER COATED ALUMINUM SURGE PROTECTION DENICE UL 1449 4TH EOR10N LI5IED 00 0o a • • 1 00 00 O O � � AMERICAIV TOWER° O � � � O ° ' A.T.ENGINEERING SERVICE,PLLC I I � 3500REGENCYPARKWAY • SUITE 100 CARY,NC 27518 ,�QE �.� .�QE �1 a�QE �K EQQ`�I PHONE:(919)468-0112 CABINET DETAIL No scn� � POWER PROTECTION CABINET (PPC) DETAIL No scn� 2 SAFETY SWITCH No sca.E 3 DRAWN BY: CHECKED BY:APPROVED BY: EATON METER SOCKET CHARLES AP sRF sRF UNRRS2138EUSE CIENA 3931 FIBER TELCO ENCLOSURE SERVICE DELIVERY SWITCH CUBE—MP1818WB—A RFDS REV //: ---- METER SOCKET IYPE RING O OIMENSIONS (HxWxO) 17•U's18.8"x7.0" ENCLASURE OIM (HxWzO) 16"x12"z8" 431x427x178mm ENCLOSURE OIM (HxWxO) 18.0"x18.0"x9.25• C 0 N ST R U CTIO N WEIGFR 28.6 LBS/13.0 KG NEMA ftAT1NG 4X DOCUMENTS MIUN AMPERE RATING 200A P� POWER INPUT 60W MAX h{�� SEALEO WEIGFR 18 LBS �� MOUMING 8ACK80AR0 W000 PLA[{ REV DATE SDES RPTION o a9/o9/zoai iswm Fart aoxsnucnoH � � 0 ❑ OO .��,o� ��wr ��� � � o ��,P�,� �H�t�pg���f ��� �� s� e� � � s� as� s,� eecK � �� �°� * METER SOCKET DETAIL No scn� 4 CIENA DETAIL No scn� 5 FIBER TELCO ENCLOSURE DETAIL No sca.E 6 � 2 COMMSCOPE WB—K110—B F�p � INCWOED W8—T12-3 TRAPE2E KIT, �QO867 � WAVEGUIDE BRIDGE KIT P�OUCTS: 3 RUNGS P�P�� W8—L812-3 SUPPORT BRACKET ICE BRIOGE F S OIMENSIONS (HxL) 160"x10' II Mf-130 OIRECT BURIAL PIPE flNISH SLOPE WEIGHT/VOLUME 325.0 L8S COLUMN, 13'-4" TO ORAIN I I R IS A VIOUTION OF UW FOR ANY PERSON, M �� UNLESS THEY PftE ACTING UNDER THE DIRECTION CABLE RUN OF A LICENSm PROFESSIONAL ENGINEER, 12 PROPOSED HYBRIO CABLE �� TO ALTER THIS DOCUMENT. ii SUPPORT BRACKET p—q q—p � A&E PROJECT NUMBER (WB—L812-3) TRAPQE KIT EXISTING ENTRY PORT 283534-1 371 41 45_D2 (WB—T12-3) 3" OU1 SCH 40 PIPE �i PROPOSED 3.5" OU1. ;o pRpppgEp DISH WIRELESS, L.L.C. SUPPORT BRACKET SCH 40 PIPE i (WB—L812-3) GALVANI2E0 M ����P PROJECT INFORMATION �e� ow oRn�m • a'—o'o.c. ALAL6001 10A TRAPQE KIT PIER f0UN0ATI0N (WB—T12-3) PROPOSED 1'—s• z 84 WEIBEL AVENUE OUl CONCRETE Pi� �� m MONOPOLE SARATOGA SPRINGS, NY 12866 o A—A SECTION SHEET TITLE 3.5" OU1 GALV SCH �0 PIPE (SPACED a.s" OIA GAW SCH �0 EQUIPMENT DETAILS 9'-0' �) PIPE (SPACED 9•_0• (Mf-130) MAX) (Mf-130) SHEET NUMBER CONCRETE PIER P`�` � � A-4 ICE BRIDGE DETAIL No scn� ] TYPICAL ICE BRIDGE CONCRETE PIER DETAIL No scaF $ HYBRID CABLE RUN No sca.E 9 PCTEL 1.75'A GPSGL—TMG—SPI-40NC8 �•�'• � MINIMUM Of 75li OR OIMENSIONS (OU1xH) MM/INCH 81x184mm O 270' IN ANY OIRECTION � 3.2'x7.25' WEIGHT W/ACCESSORIES 075 Ibs �� � CONNECTOR N—fEMALE � � fREOUENCY RANGE 1590 t 30MHz Fq,?�,y �el�� @ ��O� ��R_� �r.yGs 5701 SOUTH SANTA FE DRIVE CUI2PSM8P4XXX CUI2PSM9PBXXX LITTLETON, CO 80120 GPS UNIT 08STRUCTIONS MUST �4 AWG CONOUCTORS) (6 AWG CONOUCTORS) BE BELOW 10' 1.41'0 0 0 Q Q � O O O �p2�N/,y AMERICAIVTOWER° 0 o Rqg, A.T.ENGINEERING SERVICE,PLLC � 3500REGENCYPARKWAY CUI2PSM9P8XXX suire�oo B�K +SIOE (8 AYYG CONOUCTORS) CARY,NC 27518 PHONE:(919)468-0112 GPS DETAIL No scn� � GPS MINIMUM SKY VIEW REQUIREMENTS No scn� 2 CABLES UNLIMITED HYBRID CABLE No scaE 3 MINIMUM BEND RADIUSES DRAWN BY: CHECKED BY:APPROVED BY: AP SRF SRF RFDS REV #: ---- CONSTRUCTION DOCUMENTS SUBMITTALS REV DATE DESCRIPTION o a9/o9/zoai iswm Fart aoxsnucnoH .��,o� ��wr �'���� PHILIpg��+f�,� � �°� * � NOT USED No scn� 4 NOT USED No scn� 5 NOT USED No sca.E 6 � 2 �`�p i Q0867 �� f $ R IS A VIOUTION OF UW FOR ANY PERSON, UNLESS THEY PftE ACTING UNDER THE DIRECTION OF A LICENSm PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 283534-13714145 D2 DISH WIRELESS, L.L.C. PROJECT INFORMATION ALAL600110A 84 WEIBEL AVENUE SARATOGA SPRINGS, NY 12866 SHEET TITLE EQUIPMENT DETAILS SHEET NUMBER A-5 NOT USED No scn� ] NOT USED No scaF $ NOT USED No sca.E 9 FUJITSU DUAL BAND FUJITSU TRIPLE BAND SABRE DOUBLE Z—BRACKET TA08025-8604 TA08025-8605 G10123155 � OIMENSIONS (HxWzO) 14.9'x15.7'x7.8' OIMENSIONS (HzWxO) 14.9'x15.7'x9" OIMENSIONS (HxWxO) (1 BRACKEn S�x20'z1-13/16' � � WEIGHT 63.9 Iba � ' WEIGFR 74.95 Ibs • • WEIGFR (fULI ASSEM8L1� 35.79 Iba � CONNECTOR TYPE +•3-10 Rf CONNECTOR IYPE +•3-10 Rf Pp��E Q�AMm, + Q � � CONNECTOR CONNECTOR ' O �;O ��/�rp POWER SUPPLY OC —58�-38V P�[{ POWER SUPPLY OC —58�-38V P� �� OO �`OO ��w�+I�� # DESCRIPTION �a �p �� o 1 PUTE, CHANN0.BRACKET `�0 �0 `�� 5701 SOUTH SANTA FE DRIVE 2 RRH 2 BRACKET, 3 16 ��` LITTLETON, CO 80120 3 THREAOED R00 ASSEMBLY 1 2 x12 � \� O` O� � �O � � � � � � o� .e`````` o o`a`a`' 00000000000000 �� �p a p `\� �0 AMERICAIV TOWER° EA�rK SIQE EBQLII � �fQE FRONT NOTE: A.T.ENGINEERING SERVICE,PLLC OR OISH Wrcleas LL.C. 3500 REGENCY PARKWAY APPRONEO EQUNM.EPf� suire�oo CARY,NC 27518 PHONE:(919)468-0112 RRH DETAIL No scn� � RRH DETAIL No scn� 2 RRH MOUNT DETAIL No sca.E 3 DRAWN BY: CHECKED BY:APPROVED BY: JMA WIRELESS JMA ANTENNA MOUNT BRACKET MOUNTING PIPE AP sRF sRF MX08FR0665-21 ANTENNA #91900318 RFDS REV //: ---- OIMENSIONS (HxWxO) 72.0'x20.0'x8.0' � TOTAL WEIGHT (WRH BRACKETS) 18 Iba (8.18 Kg) CONSTRUCTION TOTAL WEIGFR 64.5 LB E� POLE OIAMETER RIWGE 2.5'TO 4.5• DOCUMENTS Rf PORTS, CONNECTOR IYPE 8 x 4.3-10 fEMAIE ��NA M4IE: BRACKET SUBMITTALS KR /91900318: TOP IWO 80TTOM BRACKETS TOP � fOR 4—,6—, ANO 8—f00T ANTENNAS MOUNTING REV DATE DESCRIPTION ANfENNA BRACKET NOT PART Of KIT BRACKET o a9/o9/2oat issum rw�aoxsnucnoH P,��oF ►�fw yo ANfENNA L'� � PHILIP � NOTE: BRACKET � � OR OISH Nfirolesa LL.C. ��R f� \� g � APPROVEO EQUNALEM� MOUNTING h� ��� * B9GK SIQE. E@4dI eRACKET �.� � ANTENNA DETAIL No scn� 4 NOT USED No scn� 5 ANTENNA BRACKET DETAIL No sca.E 6 � 2 RAYCAP RDIDC-9181—PF-48 COMMSCOPE XP-2040 SABRE G10856201DP T—ARM �`� iQ0867 �� DC SURGE PROTECTION (OVP) CROSSOVER PLATE W/TRI—COLLAR BRACKET G10112377 p F S ANfENNA PUITFORM OIMENSIONS (HxWxO) 18.98'x14.39"z8.15" OIMENSIONS (HxW) �p•x�2• (NOT INCLUOED) fACE SI2E 8'-8' 8•_8- WEIGFR 21.82 LBS WEIGHT >>,py3 � ANfENNA PIPE MOUNT WEIGHT 358.0 LB (NOT INCLUOED) NOTE: ANfENNA PIPE MOUNTS ARE NOT INCLUOED I7 IS A VIOUTION OF UW FOR ANY PERSON, UNLESS THEY PftE ACTING UNDER THE DIRECTION P� OF A LICENSm PROFESSIONAL ENGINEER, p�pE `r ro umt n�is oocuMar. m MOUNT KR � ANfENNA a A&E PROJECT NUMBER o Q o m o �a-_�-� fACE MOUPR �., 283534-1 371 41 45_D2 MONOPOLE O SUPPORT ARM DISH WIRELESS, L.L.C. PROJECT INFORMATION p�{ � m � ALAL600110A � � 84 WEIBEL AVENUE SARATOGA SPRINGS, NY 12866 cRossov�rt PurE 0 SHEET TITLE o � EQUIPMENT DETAILS OPTION Of EITHER SQUARE OR CIRCUUR U—BOLT fROM p�{ SHEET NUMBER ELAC4 SIQE �'°E � � � � A-6 SURGE SUPPRESSION DETAIL (OVP) No scn� ] RRH/OVP MOUNT DETAIL No scaF $ T—ARM MOUNT DETAIL No sca.E 9 NOTES DC POWER WIRING SWLLL BE COLOR CODED AT EACH END FOR IDENTIFYING +24V AND -48V CONDUCTORS. RED NARKINGS SHALL IDENTIFY+24V AND BLUE MARKINGS SHALL IDENTIFY -48V. 1. CONTRACTOR SHALL FlELD VERIFY ALL PROPOSED • UNDERGROUND lfiLflY CONDUR ROUfE. � 2. ANTENNAS AND MOUNTS OMIITED FOR CLARRY. � 1. CONTRACTOR SHALL INSPECT iHE DCISTING CONDRIONS PRIOR TO SUBMIITING A BID. ANY QUES110NS ARISING DURING iHE BID � PERIOD IN REGARDS TO iHE CONTHACTOR�S FUNCTIONS,iHE SCOPE OF WORK, OR ANY OiHER ISSUE RELATED TO iHIS PROJECT SHALL BE BROUGHT UP DURING hIE BID PERIOD WITH iHE PROJECT MANAGER FOR CLARIFlCAiION, NOT AFIER iHE CONTRACT HAS BEEN AWARDED. �I�C� 6�7 2. ALL ELECiRICAL WORK SHALL BE DONE IN ACCORDANCE WITIi CURRENT NAiIONAL ELECTRICAL CODES AND ALL STAiE AND LOCAL CODES, LAWS, AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SI2ES AS REQUIRED TO MEET NEC STANDARDS. 57D1 SOUTH SANTA FE DRNE 3. LOGiION OF EQUIPMENT, CONDUR AND DEVICES SHOWN ON hIE DRAWINGS ARE APPROXIMAiE AND SHALL BE COORDINAiED LITTLEfON, CO 80120 WRH FlELD CONDRIONS PRIOR TO CONSTRUCTION. 4. CONDUR ROUGH-IN SHALL BE COORDINAiED WIT}i iHE MECHANICAL EQUIPMENT TO AVOID LOCAiION CONFLICTS. VERIFY WRH THE MECHANICAL EQUIPMENT CONTRACTOR AND COMPLY AS REQUIRED. 5. CONTRACTOR SHALL PROVIDE ALL BREAKERS, CONDUITS AND CIRCUITS AS REQUIRED FOR A COMPLETE SYSTEM. 0 6. CONTRACTOR SHALL PROVIDE PULL BOXES AND JUNCTION BOXES AS REQUIRED BY iHE NEC ARTICLE 314. 0 7'-0" `o � 7. CONTRACTOR SHALL PROVIDE ALL STRWN RELIEF AND CABLE SUPPORTS FOR ALL GBLE ASSEMBLIES. INSTALLAiION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFlCATIONS AND RECOMMENDAiIONS. AMERICAN TOWER° A.T.ENGINEERING SERVICE,PLLC 8. ALL DISCONNECTS AND CONTROWNG DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLAiES INDICAi1NG 3500REGENCYPARKWAY ° � 2'-6" EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON,AND PANEL FlELD LOCAiIONS FED FROM. suire�oo � � . CARY,NC 27518 umo ' PHONE:(919)468-0112 9. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFlCAiIONS AND NEC 25D. iHE EQUIPMENT =o GROUNDING CONDUCTORS SWLLL BE BONDED AT ALL JUNCTION BOXES, PULL BOXES, AND ALL DISCONNECT SNATCHES,AND 23'-�0" EQUIPMENT CABINEfS. � 10.ALL NEW MAiERUL SHALL HAVE A U.L. LABEL DRAWN BY: CHECKED BY:APPROVE� BY: � . . . AP SRF SRF-- 11.PANEL SCHEDULE LOADING AND CIRCUR ARRANGEMENTS REFLECT POST-CONSTRUCTION EQUIPMENr. � RFDS REV #: ��qqq 12.CONTRACTOR SHALL BE RESPONSIBLE FOR AS-BUILT PANEL SCHEDULE AND SITE DRANANGS. PROPOSED NEiER& DISCONNECT 13.ALL iRENCHES IN COMPOUND TO BE HAND DUG CONSTRUCTION INSfALLED IN pfISi1NG MEfER SOCKEf (COORDINATE Wlhi LOCAL Ui1LIlY 4�-0�� DOCUMENTS COMPMlY) � SUBMITTALS REV DATE DESCRIPTION o ag/og/�t issum rort cor�smucnon � ELECTRICAL NOTES No scn�E 2 � 3 a NOTES � � � 3'-3" 1.iHE SURVEY PROVIDm ON THIS SHEEf IS PROVIDm FOR REFERENCE ONLY,iHE U11LIlY ROUfE AND � EXISIING EASEMENTS MUST BE VERIFlED PRIOR TO CONSTRUCTION. m a�`�'°� ��wro � � `_ ��� �'� �� PHILIp g +f�,� a = 0 o O O � ~4� ��a� � � �o 0 0 �� � � I, � � o o � � o 0 0 , -:;N;- � � I � � i _ _ �.�;t ��� �/1 �QDV67 �� , _ ', � _ -�'` Yt �p �� .,,,___,ri 1` , ._r -�. -.-.__ _ —�I �" m r� � � �_ w e � .... _ �_a Y w ! � .... `� _--` > ���... �����—� ����_' � L '\ I�.�y � �� ��, I ..€ �� �� � � � - ' _ - 1 �� t � - � . �� ��" � ' �`' � � � i � IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS hIEY PRE ACTING UNDER THE DIRECTION � � r �� � s p� 6 '( OF A LICENSED PROFESSIONAL ENGINEER, . :::::...:::: . a. � �`€ j � � _ � `"'` "" � II � �Z.i� TO ALTER THIS DOCUAIENT. PWR- PWR- PWR- PWR , __ _-_-- � FBR- FBR- FBR- FBR- FBR � -- I s ����i A&E PROJECT NUMBER PROPOSm UNDERGROUND POWER _ �'�,����� '` 283534-13714145_D2 CONDUR(LENGTH: 55'-4"t) PROPOSED UNDERGROUND FlBER �._ _�. __- -- _ CONDUR(LENGTH: 67'-8't) ._.�` ------- . . ------- DISH WIRELESS, LLC. . ---- - � ._,�._.__..._,._ � PROJECT INFORMATION - ,, ALALB00110A � = 84 WEIBEL AVENUE I � SARATOGA SPRINGS, NY 12866 � `', ',�� � SHEET TITLE '�� ELECTRICAL/FIBER ROUTE � ', - PLAN AND NOTES , � w �' "` SHEET NUMBER N 5� 0 5� ,o� E-1 UTILITY ROUTE PLAN � EXISTING SURVEY �BY OTHERS� rvo SCALE 3 �.=5. CARLON EXPANSION FITTINGS OISH Nfireless LLC. flBER SEE TRENCHING NOTE 1 OISH �reless LLC. OISTRIBUIION PANEL • MALE TERMINAL �p PROVIOES 12AWG O O O COUPLING ENO �qya VARIES PER BACKflLI PER SRE P�� ADAPTER ENO SI2E CTN �� pq(�NUMBER TRENCHING NOTES WORK SPECIflCAT10NS MARE (6' TNL) PROPOSED OISH Wirolesa LL.C. � PART/ Q1Y• � TELCO FlBER ENCLOSURE E9�50 E9�50X 1/2' 20 4' �• ��T�R SHN1 RESTORE THE (SEE GENERAL NOTES) � TRENCH TO f15 ORIqNAL SLOPE TO SUR SOIL E945E E9�SEX 3/4" �g +• SLIP JOIPR CONOIiIONS 8Y ERHER SEEDING CONOITION IN ACCOROANCE � (SEE CHART fOR OR SOOOING GRASS AftEAS,OR WRH LOCAL REGUUITIONS E945f E945fX 1" 10 4• r� PART NUMBER) REPLAqNG ASPHALT OR CONCREIE SEE TRENCHING NOTE 2 �C�UNISMUH Wirelesa ��/�rOI�� ��w� I I AREAS TO f15 ORIGINAL CROSS / E9�5G E9�5GX 1 1/4' 5 4' I I SECTION. �j\ �j��W oo OISH Wrcleas LL.C. FlBER a I I p, ��ryCHING SHfET'; INCLUOING, o � � � JUMPER TO CHBINET NALL 5701 SOUTH SANTA FE DRIVE E9�5H E9�5HX 1 1/2' S 4' � I I i �\ � �� NEED TO 8E TERMINATED BY LITTLETON, CO 80120 i.r 8UT NOT LIMITEO TO SOIL � / �+—� I I �� ��\ m x� flBER PROVIOER ON OTHER CLASSIflCAT10N, SLOPING, ANO 3 SIOE Of BULKHEAO LC TO LC E945J E9�5JX 2' 15 8' I I � � PROPOSEO OISH / SHORING, SHALL 8E GOVERNED =� / � �� 1O„i� Wrcless L.LC. CONNECTOR WHERE CIRCUIT E9�5K E9�5KX 2 1/2' 10 8' � � BY THE CURREPRR OSHA W s � aj� 10 AMP OISTRIBUIION IS TERMINATED. I I TRENCHING ANO IXCAVATION �i N ��� '�..:-,: •:: .� �. a � BREAKER � � E9�5L E945LX 3" 10 8' SAfElY STIWOAROS. ��S � � ... :.�.�.. .' � M� z � E945M E9�5MX 3 1/2' S 8' 3. ALL CONOUITS SHALL 8E �W /��.:�:...::.�+:� IN �N pROpOSEO FlBER PROVIOER INSTALLED IN COMPLIANCE NATH �y i � . flBER UTERAL fROM RIGFR E9�5N E9�5NX 4" 5 8' THE CURRENT NATIONAL , �% ���i, � PROPOSEO OISH Wirclesa LLC. 0 0 Of WAY TO STREET, UTILIIY WARNING TAPE 12 AWG WIRE TERMINATEO TO fDP ELECTRIC COOE (NEC) OR AS E9�5P E9�5PX 5" 1 8' PROPOSEO OISH Wireleae LLC. pMERICAN TOWER° NOTE: REQUIRED BY THE LOCAL SANO BEDOING PER SRE �—�/Z� POWER fROM CABINET PROPOSED OISH Wreless L.LC. E9�5R E9�5RX 8� 1 8� CONfRACTOR TO INSTALL EXPANSION FRIING JURISOICTION, WHICHEVER IS WORK SPECIflCAT10NS 1-1/2" flBER TO CA8INET A.T.ENGINEERING SERVICE,PLLC SLIP JOINT AT METER CEM'ER CONOUIT THE MOST STRINGENT. OISH Nfircleea LLC. INSTALLS 3500 REGENCY PARKWAY TERMINATION, AS PER LOCAL UTILIIY POLICY, 1-1/2'CONOUITS fOR POYYER PROPOSEO OISH Wirelesa LLC. suire�oo OROINANCE IWO/OR SPECIflED REOUIREMEPRR. IWO flBER TO CABINET 2" CONOUR fROM COMMERCIAL CARY,NC27518 FlBER VAULT PHONE:�919�468-0112 EXPANSION JOINT DETAIL No scn� � TYPICAL UNDERGROUND TRENCH DETAIL No scn� 2 DARK TELCO BOX — INTERIOR WIRING LAYOUT No sca.E 3 DRAWN BY: CHECKED BY:APPROVED BY: AP SRF SRF RFDS REV #: ---- NOTE: flBER PROVIOER PROPOSEO FlBER q�p01T10NA�1 SfTPUN�ISTRUT�, C 0 N ST R U CT I 0 N PROPOSEO OISH �rcless LLC. NIO, If REQUIRED y U-80LTS NATH 4 NUTS. UNISTRUT IN THE EVEPR THE DOCUMENTS BRACKET SPACING DOESNT LINE UP NATH CURREPR SPACING BELOW SUBMITTALS PROPOSEO FlBER PROVIOER �N IN OUT 1-1/4' fLEX CONOUITS REV DATE DESCRIPTION FlBER PROVIOER TO TERMINATE FlBER PROVIOER TO PUNCH TOP Of � ����� �m�� POWER TO flBER PROVIOER NIO TELCO BOX Of NIO ENCLOSURE ANO PROPOSEO OISH �rcless LLC. INSTALL 1-1/4' LIQUIO TIGHT 12 AWG WIRE (6' TAIL) CONNECTORS. UL LISTED. NYLON MATERIAL, NATH 0—RING GASKET FlBER PROVIOER TO INSTALL PROPOSEO OISH Nfircless LLC. 1-1/+� fLEX CONOUITS BEIWEEN 10 AMP OISTRIBUIION BREAICER �P �0 80X 8 NIO PROPOSEO OISH Wirclesa LLC. PROPOSEO OISH Nfircless LLC. ��� FlBER ENCLOSURE r 12 AWG WIRE PROPOSEO OISH Wirclesa LLC. .( Q r ��k/ 4 ¢ � 1-1/2' flBER TO CABINET \� / w w [��� J �H'r�p O PROPOSEO OISH Nfircleea LLC. 0 0 PROPOSEO OISH Nfireleaa LLC. P � 1-1/2' POWER fROM CA8INET 2' CONOUR fROM COMMERCIAL f����� g��� * FlBER VAULT � LIT TELCO BOX — INTERIOR WIRING LAYOUT �OPTIONAL� No scn� 4 NOT USED No scn� 5 NOT USED No scaE 6 � 2 �`�p i Q0867 �� f $ R IS A VIOUTION OF UW FOR ANY PERSON, UNLESS THEY PftE ACTING UNDER THE DIRECTION OF A LICENSm PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 283534-13714145 D2 DISH WIRELESS, L.L.C. PROJECT INFORMATION ALAL600110A 84 WEIBEL AVENUE SARATOGA SPRINGS, NY 12866 SHEET TITLE ELECTRICAL D ETAI LS SHEET NUMBER E-2 NOT USED No scn� ] NOT USED No scaF � NOT USED No sca.E 9 PROPOSED POWER PROTECTIVE CABINET CHARLES NETWORK CABINET • UT1L11Y SERVICE ENTRIWCE �2a�240V� � PH, SERVICE RATEO, 120/2�0 VAC 1PH ��� UL LISTEO POWER CENfER. � N3R, 65K/10K NC � KU MIUN BREAICER NATH � GENERATOR 2� 200A INTERLACKED GENERATOR �2� p�p�m CAMLOCK fEEO, 200A 65K AIC GEN PLUG 3/4' EMr CONOUITS ��/�pIA�+<+� ��w� 6�77 N SURGE SUPPRESSION OEVICE 100KA SAD/MOV 5701 SOUTH SANTA FE DRIVE GfCI �� �� �2 � pRpppgEp p �p, � 10 CU GNO. LITTLETON, CO 80120 03 Q+ fOR RECTIflER 1 �� 05 OB SPACE 07 � 3pp PROPOSED 2 10 f'OR RECTIflER 2 SPACE� �Q INCOMING 120/240V, 1�3W, UiILIN FEE� SP�E" 12 � PROPOSEO 2 /10. 1 /10 CU GNO. FpR RECTIflER 3 SPACEI3 14 (3) 3/0 WrtH i6 GROUNO PROPOSEO 2 /10 EXISTING WIRE & CONDUIT If NO BREAKER IS INSTNIEO THE IN 3'SCH 40 CONWR SP�E � fOR RECTIflER 4 CONTRACTOR IS TO INSTALL A 15 16 AMERICANTOWER° PROPOSED 200A, 2-POLE MNN SPACE�� 18 A.T.ENGINEERING SERVICE,PLLC BREAKER.THE&tENCER IS TO 8E THE snME�nr�o ac r�nNc as niE SPACE SPACE 3500REGENCYPARKWAY EXI5IING BREAKERS. 19 2a ��) PROPOSm suiretoo SPACE SPACE 1/2' EMT CONOUIT CARY,NC 27518 Z00�2 21 22 PHONE:(919)468-0112 EXISTING i2a/2aav, t�3w, SPACE23 2+ SPACE MULiI-METER ELECTRICAL SERVICE M SPACE SPACE PROPOSEO 2 /10. 1 /10 CU GNO. f'pR CONVENIENCE OUTLEr DRAWN BY: CHECKED BY:APPROVED BY: M AP SRF SRF CONRiACfOR TO REFER TO B�RMICH CIRCUIT WIRING SUPPLYING RECTIflERS ARE TO BE RATED UL1015, 105'C, 600V, ANO PVC INSUUITEO, IN THE SI2ES SHOWN RFDS REV #: ---- flNAL UfIlJ1Y OESIGN OETNLS IN THE ONE-L1NE OIAGRAM. CONfRACTOR MAY SUBSTRUfE UL1015 WIRE fOR THWN-2 fOR CONVENIENCE OURET BRANCH CIRCUR. M aR�E� REo��Rm: CONSTRUCTION (4) 30A, 2P BRENCER - SQUARE 0 P/N:Q0230 M (1) 15/� 1 P BRENCER - SQUARE 0 P/N:Q0115 D 0 C U M E N TS SUBMITTALS REV DATE DESCRIPTION o a9/o9/zoai iswm Fart aoxsnucnoH PPC ONE—LINE DIAGRAM No scaE � .��,o� ��wr �'���� PHILIpg��+f�,� � �°� * � PROPOSED CHARLES PANEL SCHEDULE � VOLT AMPS VOLT AMPS . � LOAD SEHVED (WATTS) THIP � PHASE # THIP (NIATTS) LOAD SEHVED � ` L1 L2 L1 L2 ^ PPC CfCI OUiLE� �so �s� � � s � seao AB8/GE INFlNItt � :('/1 i Q0867 �� Vp CHARLES Gfq OURET 180 15A 3 8 4 2880 RECTIflER 1 �� � -SPACE- 5 A 6 ,� 2880 AB8/GE INFlNItt -SPACE- 7 8 8 2880 RECTIflER 2 -SPACE- 9 A 10 ,� 2880 AB8/GE INFlNItt -SPACE- 11 8 12 2880 RECTIflER 3 -SPACE- 13 A 14 � 2880 A�/GE INFlNIIY R IS A VIOUTION OF UW FOR ANY PERSON, -SPACE- 15 8 16 2880 fifCTIFlER 4 UNLESS THEY PftE ACTING UNDER THE DIRECTION -SPACE- 17 A 18 -SPACE- OF A LICENSm PROFESSIONAL ENGINEER, -SPACE- 19 8 20 -SPACE- ro umt n�is oocuMar. -SPACE- 21 A 22 -SPACE- -SPACE- 23 8 24 -SPACE- A&E PROJECT NUMBER VOLTAGE AMPS �so �eo >>s2o >>s2o 283534-1 371 41 45_D2 200A MC8 1 24 SPACE 120 2�OV L1 L2 M8 RAiING: 85,000 NC 11700 11700 VOLUIf,'E AMPS 98 98 AMPS DISH WIRELESS, L.L.C. 98 MAX AMPS PROJECT INFORMATION 123 MAX 125X ALAL600110A 84 WEIBEL AVENUE SARATOGA SPRINGS, NY 12866 SHEET TITLE ELECTRICAL ONE—LINE, FAULT CALCS & PANEL SCHEDULE SHEET NUMBER E-3 PANEL SCHEDULE No sca.E 2 NOT USED No sca.E 3 PROPOSED B�� � � IXOiHERMIC CONNECTION � TESf GROUND ROD WITH INSULATORS PROPOSED 4'x12"xi/4'i1NNED � INSPECiION SLEEVE ��LL COPPER GROUND BUSSBAR ■ MECHANICAL CONNECTION • �'-• , ------ #2 AWG STRANDED 8c INSULAiED � T� � � � r �( � GROUND BUS BAR - — � I 1 - /2 AWG SOLID COPPER TINNED � \ � O GROUND ROD - BUSS BAR INSULATOR �Iect+� BOND PROPOSED EQUIPMENT I 1 , � � �\ / \ �77 PLAiFORM TO PROPOSED � ��� � � V � \ GROUNDING ELECTRODE �- � -- \ - I �� 57D1 SOUTH SANTA FE DRNE srsr� (1rP. 4) GROUNDING LEGEND � LITTLETON, CO 80120 BOND H-FRAME POST TO I 0 � I � R Nc (EiLOWVERiFv) uNo 1, GROUNDING IS SHOWN DIAGRAMMAi1CALLY ONLY. UNI-STRUT (TYP.) �� I I I -�--_--- _ I BOND ICE BRIDGE � __�__"_�_�_�_�_�___�-_--�-.. - L�_� . SUPPORT POSiS TO �-{�r-=----t�nr---{�r-r---=-{gr I � 2. CONTRACTOR SHALL GROUND ALL EQUIPMENT AS A COMPLETE SYSTEM. GROUNDING SHALL BE IN I I I i� I I I GROUND RING BOND(s) -- --� COMPLIANCE WITH NEC SECTION 250 AND DISH NARELESS, LLC. OROUNDINO AND BONDINO � I � � ��) REQUIREMENTS AND MANUFACRIRER'S SPECIFlCAiIONS. � �� � i � � � ExisTiNc MONOPo�E� � � ��� �� 3. ALL OROUND CONDUCTORS SHALL BE COPPER; NO ALUMINUM CONDUCTORS SHALL BE USED. �2 AWG BURIm GROUND� � I RING 30" BELOW GRADE I I � � � Do �0 �� AMERICAIV TOWER° #2 i1NNED SOLID IN 1/2" =��k=====-__-=��k= ° � O A.T.ENGINEERING SERVICE,PLLC M I N. L I Q U I D i 1 G H T C O N D U R I � G R O U N D I N G K E Y N O T E S 3500RE S U T E 1 0 0RKWAY FROM 24" BELOW GRADE I � I O O I CARY,NC 27518 TO WIhIIN 3'TO 6'OF � � � � � O O Q a % PHONE:�919�468-0112 CAD-WELD iERMINAiION �O � EXIERIOR GROUND RING: #2 AWG SOLID COPPER, BURIED AT A DEPTH OF AT LEAST 30 INCHES BELOW POINT. pfPOSED END OF — � — � � OO GRADE, OR 6 INCHES BELOW iHE FRO5f LINE AND APPROXIMAiELY 24 INCHES FROM THE IXfERIOR WALL THE LIQUID i1GHT CONDUR I '�-_��'�------ o � OR FOOi1NG. MU5f BE SEALm WITH � o 0 �\�T-------- ��� �\ � Do 0 j DRAWN BY: CHECKED BY:APPROVE� BY: SILICONE CAULK. (T Y P) �� � I TOwER GROUND R�NG: iHE GROUND RING SYSTEM SHALL BE INSTALLED AROUND/W ANTENNA TOWER'S LEGS, . ' \ . OO AND/OR GUY ANCHORS. WHERE SEPARAiE SYSfEMS HAVE BEEN PR0IADED FOR iHE TOWER AND iHE AP SRF SRF �� �� �� BUILDING,AT LEAST iW0 BONDS SHALL BE MADE BETWEEN iHE TOWER RING GROUND SYSiEM AND THE ____ BUILDING RING GROUND SYSTEM USING MINIMUM #2 AWG SOLID COPPER CONDUCTORS. RFDS REV #: \ /'• � — . —� . — . — . �. � � . � ���--� O IrITERiOR GROunID RiNGc ¢2 AWG STRANDED GREEN INSULAiED COPPER CONDUCTOR E%TENDED AROUND iHE C 0 N ST R U CT 10 N PERIMEIER OF iHE EQUIPMENT AREA ALL NON-iELECOMMUNICAiIONS RELATED METAWC OBJECTS FOUND BOND EQUIPMENT AS WITIiIN A SITE SW1LL BE GROUNDED TO THE INTERIOR GROUND RING WITIi �6 AWG STRANDED GREEN DOCUMENTS REQUIRED BY MANUFACTURER INSULATED CONDUCTOR. PROPOSED EQUIPMENr GROUND RING TO O BOND TO inlTERiOR GROUND RiNG: /2 AWG SOLID TINNED COPPER WIRE PRIMARY BONDS SHALL BE SUBMITTALS pCISTING TOWER GROUND RING (TOTAL 2) PROVIDm AT LEAST AT FOUR POINfS ON THE INIERIOR GROUND RING, LOCATED AT iHE CORNERS OF iHE REV DATE DESCRIPTION BUILDING. 0 09/09/2021 �SSUm FOR CONS1RUCI�ON GROunID ROD: UL LI5IED COPPER CLAD STEEL. MINIMUM 5/8" DIAMEIER BY EIGHT FEET LONG. GROUND TYPICAL EQUIPMENT GROUNDING PLAN No scuE � OO RODS SHALL BE IN5fALLED WI1H INSPECiION SLEEVES. GROUND RODS SHALL BE DRNEN TO iHE DEPiH OF GROUND RING CONDUCTOR. NOTES F CELL REFEREnICE GROUND BnR: p01NT OF GROUND REFERENCE FOR ALL COMMUNICATIONS EQUIPMENT O FRAMES. ALL BONDS ARE MADE WITIi /2 AWG UNLESS NOTED OiHERWISE STRANDED GREEN INSUUTED COPPER CONDUCTORS. BOND TO GROUND RING WITH (2) �2 SOLID TINNED COPPER CONDUCTORS. 1. ANTENNAS/WD OVP SHOWN ARE GENERIC AND NOT REFERENCING TO A SPECIFlC ryp7�H PLAiE GROUND BAR: BOND TO THE INTERIOR GROUND RING WI1H iW0 �2 AWG STRAWDm GREEN MANUFACTURER. iHIS LAYOUT IS FOR REFERENCE OG INSULATED COPPER CONDUCTORS. WHEN A HATCH-PLAiE AND A CELL REFERENCE GROUND BAR ARE BOiH ONLY pRESENr, iHE CRGB MUST BE CONNECTED TO THE HATCH-PLATE AND TO iHE INTERIOR GROUND RING r USING (2) iW0 /2 AWG SiRANDED GREEN INSULATED COPPER CONDUCTORS EACH. A.(�O� �C w 4O V` � OEXIERiOR CnB�E EMRv PORT GROUND BnRSc LOCAiEp AT iHE ENTRANCE TO hIE CELL SITE BUILDING. BOND {,�� ' �(, �H�Z1P �P O TO GROUND RING WITH A/2 AWG SOLID i1NNED COPPER CONDUCTORS WITH AN IXOiHERMIC WELD AND h�\� g,��� INSPECTION SLEEVE. �� * �-- O 7ELC0 GROl1N� BnR: BOND TO BOhI CELL REFERENCE GROUND BAR OR EXIERIOR GROUND RING. ttvv �� // OFRnuE 90NDiNG: THE BONDING POINr FOR iELECOM EQUIPMENT FRAMES SHALL BE iHE GROUND BUS iliAT � IS NOT ISOUiED FROM THE EQUIPMENfS METAL FRAMEWORK. � V OINTERIOR 11NR 60NDS: METAL FRAMES, CABINETS AND INDMDUAL METAWC UNITS LOCATED WITH hIE AREA ^ i QQ867 � - OF THE INTERIOR GROUND RING REQUIRE A/6 AWG STRANDED GREEN INSULAiED COPPER BOND TO iHE �� PROPOSm UPPER TOWER �/i INTERIOR GROUND RING. /Q �� GROUND BAR ---' (� i O FENCE uao Gn7E GROUNoiNG� METAL FENCES WITHIN 7 FEET OF hIE D(TERIOR GROUND RING OR OBJECTS '� /� �� � BONDED TO iHE EXIERIOR GROUND RING SHALL BE BONDED TO iHE GROUND RING WIT}i A�2 AWG SOLID / �� i1NNED COPPER CONDUCTOR AT M! IMERVAL NOT pfCEEDING 25 FEET. BONDS SHALL BE MADE AT EACH IT IS A VIOLATION OF LAW FOR ANY PERSON, I I� GA7E POST AND ACROSS GA7E OPENINGS. UNLESS hIEY PRE ACTING UNDER THE DIRECTION � I OF A LICENSED PROFESSIONAL ENGINEER, � O EXfERIOR 11NR BON�S: MET/1WC OBJECTS, IXfERNAL TO OR MOUNTED TO iHE BUILDING, SHALL BE BONDm TO ALTER THIS DOCUAIENT. �� TO hIE EXIERIOR GROUND RING. USING �2 i1NNED SOLID COPPER WIRE ♦ A&E PROJECT NUMBER � Op ICE BRiDGE SUPPORTS� EpCH ICE BRIDGE LEG SHALL BE BONDED TO hIE GROUND RING WRH �2 AWG BARE 283534-13714145_D2 \�� � PROPOSED #2 AWG STRANDED i1NNED COPPER CONDUCTOR. PROVIDE pfOTHERMIC WELDS AT BOTH THE ICE BRIDGE LEG AND BURIED � COPPER GREEN INSULAiED (iYP) GROUND RING. � � DISH WIRELESS, LLC. I I DURING ALL DC POWER SYSfEM CHANGES INCLUDING DC SYSTEM CHANGE OUTS, RECTIFlER REPLACEMENfS PROJECT INFORMATION I PROPOSED 4'x6"xi/4'i1NNED OO OR ADDITIONS, BREAKER DISIFtIBUT10N CHAWGES, BATfIItY ADDR10N5, BATiERY REPUCEMENfS AND ALALB001 10A / COPPER SECTOR GROUND IN5fALLAiIONS OR CHANGES TO DC CONVERiIIt SYSTEMS R SHALL BE REQUIRm iHAT SERIACE BUSSBAR (7YP OF 3) CONIRqCTORS VERIFY ALL DC POWER SYSiEMS ARE EQUIPPm WITH A MASfER DC SYSTEM RERIRN GROUND 84 WEIBEL AVENUE CONDUCTOR FROM iHE DC POWER SYSIEM COMMON RERIRN BUS DIRECiLY CONNECTED TO iHE CELL SRE SARATOGA SPRINGS, NY �2HBB PROPOSED BUSS BAR REFERENCE GROUND BAR INSULATORS (iYP) SHEET TITLE OR TOWER TOP COLLECTOR BUSS BAR IS TO BE MECHANICALLY BONDED TO PROPOSED ANTENNA MOUNT COLLAR. REFER TO DISH NARELESS, �.�c. cRouNoiNc No�s. G R 0 U N D I N G P LA N S AND NOTES SHEET NUMBER G-1 TYPICAL ANTENNA GROUNDING PLAN No sc� 2 GROUNDING KEY NOTES No scuE 3 NOTES NOTES PROPOSED GPS UNR EOUIPMENT CABINET OMITTEO fOR CLARIIY G19LE GROUNOING�REQUIRED WHEN • ANfENNA IS LESS THAN 10' fROM CABINET � � PROPOSEO GPS UNIT ` ` � ' Wil"eleSS_ ; � i PROPOSED PIPE COWMN j PROPOSED POST i /2 AWG GROUNO � _---_ CONOUCTOR TO GROUNO i 5701 SOUTH SANTA FE DRIVE � LITTLETON, CO 80120 ' PROPOSEO GPS UNIT �� i i MOUPR OR APPROVEO i PROPOSED PIPE CLAMPS � PROPOSEO OISH i EQUIVALENT � i NARELESS. LL.C. � � O � POWER i i O � PROTECTNE I I �� CABINET � � � RESERVED SPACE fOR j 1 LIT flBER CIENA BOX, i \ � If REQUIRED � �� L__T-�7-�7-�Y � � I I I_�_I i ( � O AMERICANTOWER° � � �1 -� i ��2.C� �� 8. ` A.T.ENGINEERING SERVICE,PLLC � � I � MINIMUM BENOING RADIUS � 3500REGENCYPARKWAY i I � � �� SUITE 100 � PER CABLE MANUfACR1RER'S � � CARY,NC 27518 i � PROPOSEO SPECIFlCATIONS ,�' TO GROUND PHONE:(919)468-0112 � � OISH NARELESS, � 1 i �swrrc�� %�F TYPICAL GPS UNIT GROUNDING No sca.E �; i RE uIREOIBY i� � � pqpppggp��p � DRAWN BY: CHECKED BY:APPROVED BY: � i �ocn�unuir i � �� FlBER ENCLOSURE � � COMPANY i' � �� AP SRF SRF � i '� i �� i RFDS REV #: ---- 1 � ; �: � � I � iY i I I �� i I � � i ; ; , CONSTRUCTION , , , , ' DOCUMENTS \ , ' ; / ' , I i ; , i . PROPOSED /2 AWG ilE SUBMITTALS `�� I ' i' �i i�i ��MO GRouNO RING(lYP) REV DATE DESCRIPTION `��� � I � rT � o a9/o9/zoai issum rw�aoxsnucnoH �2 TINNED SOIJO IN 1/2'MIN. i � � � � %��� � � PROPOSED PUTFORM i LIQUIO TIGFi�CONOUIT fROM 24' / o O O O S2 ` BELOW GRADE TO WfR11N 3'TO 8' � GROUNO o0■O O■Oo ' �� Of CNO-WELD iERMINATION POINr. � ° o 0 BUSS BNt �o 0 0 0 0 0 0 0 ; EXPOSED ENO Of THE LIQU10 � TIGFR CONOUIT MUST BE SEALED ( j 8 0 N 0 E O U I P M E N� j `� I� �I 1 I � NRIH SILICONE CAULK. (lYP) 1 I GROUNO 8AR TO I �I '�--I� I I � � GROUNOING � i � � � i �� m�OE � i �i j � pRpppgp IXipUNO RING � � � �) 1 1 r1J � � / O O � �� I I O O �� � [ u�` -��� ------- . .�1-- —L------- � ��,Or 1'[w� i T �--------------� � J I j \�� j �� BASE CANNECTION � � PROPOSED � P O N- - - - �- - - - - - � - - - - �+ / 2 GROUN � GROUNO RING s.a'�`4��,(� PHILIp g�+f�� '� �� * � H—FRAME GROUNDING DETAIL No scn� � OUTDOOR CABINET GROUNDING No sca.E 3 � 2 �2• ow . 2+• oE� � �z nNNm souo iN �/z" MIN. L1QU10 INSPECTION SLEEVE PVC �j� i Q0867 �� TIGHT CONOUIT fROM 24" BELOW GRADE � � OR EQUIVPALENTMTM � �p TO WITHIN 3" TO 6'Of CAO-WELO PIPE f' [` TERMINATION POINT. IXPOSED ENO Of �� i� �,-�w �� THE LIOUIO T1GFR CONOUIT MUST 8E i FlNISHED GRADE SEALED WITH SILICONE CAULK. ,i �BACKFlLL PERNISPECFlCATIO S R IS A VIOUTION OF UW FOR ANY PERSON, �°� °���� �°���� ��� °��� � �° UNLESS THEY PftE ACTING UNDER THE DIRECTION GRAOE ° ���° ° ���0�° � '�O ��f�O ���°�� �O OF A LICENSm PROFESSIONAL ENGINEER, �W'—^ ��\��\��\��\��\��\ \��\��\��\�\��\�' ro ur�n�is oocuMar. � � m z�rc "�//�//�//�//�//�/ /�/�/�/ //�/� � � ��\��\��\��\��\� �� A&E PROJECT NUMBER I I �°J�� `�i��i��i��i�� � �i��i��i��i�; � ��Oc=i� ��\��\���\���\� ��\��\��\��� EXOTHERMIC CONNECTION � � 283534-1 371 41 45_D2 � � ��3 ����\�/��\�/��\� i i �/���/��/��/ m j� i I � ���/���% ������� 3/4" CRUSHED STONE OR m�� DISH WIRELESS, L.L.C. I I ��//\/ ////\ EOUAL flLL TEST WELL TO o&W PROJECT INFORMATION I I � � NATHIN 2'Of TOP Of �Zi �ij�/ / , GROUNOING LOOP CONOUCTOR � ALAL6001 10A ,4� GROUNO RING, �2 AWG cnowa(iw) � � I GROUNO RING ' \\� � � 3 COPP COENOUCTOR $4 WEIBEL AVENUE � SARATOGA SPRINGS, NY 12866 � � �---- ----� TIE INTO EXISTING I I COPPER CANOUCTO R G R 0 U N D I N G ITD ETA I LS GROUNO RING u EXIERIOR GROUNO RING GROUNO R00, 1/2' MIN. x 8'-0' LONG COPPER CLAO STEEL (��rq #gpgggp� SHEET NUMBER G-2 TRANSITIONING GROUND DETAIL No scn� 4 TYPICAL TEST GROUND ROD WITH INSPECTION SLEEVE No scaF 5 TYPICAL GROUND RING TRENCH No sca.E 6 ORERNAL CLOSEO BARREL, fOR ALL BLACK HEAT CONOUCTOR INSUUTION TO EXIERNAL INSPECTION WINDOW IN CLEAR HEAT CONOUCTOR INSUUTION TO • 1. EXOTHERMIC WEI.O (2) TWO, /2 AWG BARE TINNED SOLIO COPPER CONOUCTORS TO GROUNO TOOTHm ORER�OR TWO—HOLE SHRINK UV BUIT UP AGNNST THE TOOTHEO BHRREL, REQUIREO fOR SHRINK BUTT UP AGNNST THE BAR. ROUTE CONOUCTORS TO BURIED GROUNO RING ANO PROVIOE PARALLEL EXOTHERMIC CONNECTORS Rp�p CONNECTOR BARREL ALL INfERIOR TWO—HOLE CONNECTOR 8HRR0. � CONNECTORS "�0� a/e• ow.� i/s• a/e• ow .i i/z• � 2. N.L ORERIOR GROUNOING HAROWARE SW1LL BE STAINLESS STEEL 3/8' OU1MEfER OR URGER. � N.L HAROWARE 18-8 STIUNLESS STE0.INCLUOING LOCK WASHERS, COAT ALL SURfACES WRH AN AMl—OXIOMfr COMPOUNO BEfORE MATING. S/S NUT S/S Nllr 3. fOR GROUNO 80N0 TO STEEL ONLY: COAT ALL SURfACES NATH AN ANTI—OXIOANT COMPOUNO I�� BEFORE MATING. S/S LOCK S/S LOCK WASHER W�H� 5701 SOUTH SANTA FE DRIVE 4. 00 NOT INSTALL CABLE GROUNOING KIT AT A BENO ANO ALWAYS OIRECT GROUNO CONOUCTOR ——— ——————— ——— ——————— LITfLETON, CO 80120 OOWN TO GROUNOING BUS. S/S FlAT JJlj1, W��H�T JJlf11 5. NUT 8 WASHER SHN.L BE PLACEO ON THE fRONT SIOE Of THE GROUNO BAR ANO BOLTEO ON WASHER THE BACK SIDE. --- ------- --- ------- T1NNE0 COPPER TINNED COPPER GROUNOING BAR GROUNOING BAR ___ _______ 6. N.L GROUNOING PARTS ANO EQUIPMEPR TO 8E SUPPLIED ANO INSTALLED BY CONTRACTOR. S/S FlAT --- ------- S/S FlJ1T WASHER 1111111 W�H� JJfff11 7. THE CONfRACTOR SHALL 8E RESPONSIBLE fOR INSTAI.LING ADORIONAL GROUNO BAR AS REQUIREO. 8. ENSURE THE NARE INSUUITION TERMINATION IS NATHIN 1/8'Of THE BARREL (NO SHINERS). S/S BOLT S/S BOLT (1 Of 2) (1 Of 2) AMERICAIV TOWER° 1/16' MINIMUM SPACING 1/16' MINIMUM SPACING A.T.ENGINEERING SERVICE,PLLC 3500REGENCYPARKWAY SUITE 100 CARY,NC 27518 PHONE:(919)468-0112 TYPICAL GROUNDING NOTES No scn� � TYPICAL EXTERIOR TWO HOLE LUG No scn� 2 TYPICAL INTERIOR TWO HOLE LUG No scaE 3 DRAWN BY: CHECKED BY:APPROVED BY: AP SRF SRF RFDS REV #: ---- NOTE: MINIMUM Of 3 THREAOS S/S 80LT(TYP) CONSTRUCTION �o aE"S�a� �"�� S/S SPL1T WASHER (lYP) DOCUMENTS S/S Fl.AT WASHER (lYP) SUBMITTALS REV DATE DESCRIPTION 2 HOLE LONG BARR0. T1NNE0 SOL10 COPPER o a9/o9/zoai issum rw�aoxsnucnoH LUG (lYP) S/S Fl.AT WASHER (lYP) T1N COATEO SOLIO COPPER 8US 8AR S/S NLR (1YP) CHERRY INSUUTOR INSTALLED If REQUIREO .��,o� ��wr �'���� PHILIpg��+f�,� � �°� * � LUG DETAIL No scn� 4 NOT USED No scn� 5 NOT USED No sca.E 6 � 2 �`�p i Q0867 �� f $ R IS A VIOUTION OF UW FOR ANY PERSON, UNLESS THEY PftE ACTING UNDER THE DIRECTION OF A LICENSm PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 283534-13714145 D2 DISH WIRELESS, L.L.C. PROJECT INFORMATION ALAL600110A 84 WEIBEL AVENUE SARATOGA SPRINGS, NY 12866 SHEET TITLE GROUNDING DETAILS SHEET NUMBER G-3 NOT USED No scn� ] NOT USED No scaF $ NOT USED No sca.E 9 RF JUMPER COLOR CODING a/+•rnPE xnonis xnni a/+' SPACING ALPHA RRH BETA RRFI GAMMA RRH LOW &WOS (N71+N26) AWS • PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 PORT 1 PORT 2 PORT 3 PORT 4 OPT'IONAL - (N29) (N68tN70+H-BLOCK) � LOW-BAND RRH - + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT + SLANT - SLANT � (600MHz N71 BASEBAN�) + ORANGE PURPLE (S50MHz N26 BAND) + � (700MHz N29 BAN�) - OPTIONAL PER MARKET RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN �I�' ORANGE ORANGE RED RED ORANGE ORANGE BLUE BLUE ORANGE ORANGE GREEN GREEN aDD FREQUENCY COLOR TO SECTOR BAN� CBRS TECH NEGATIVE SLAPR PORT 5701 SOUTH SANTA FE DRIVE (CBRS WILL USE YELLOW BANDS) WH� ORANGE ORANGE �� ORANGE ORANGE �� ORANGE ORANGE (3 GHxJ ON MR/RRH LITTLETON, CO 80120 YELLOW WHITE WHITE WHIIE WHITE NPHA SECTOR BETA SECTOR GAMMA SECTOR RED RED RED RED BLUE BLUE BLUE BLUE GREEN GREEN GREEN GREEN MID-BAND RRH - (AWS BANDS N66+N70) RED BLUE GREEN AMERICANTOWER° PURPLE PURPLE RED RED PURPLE PURPLE BLUE BLUE PURPLE PURPLE GREEN GREEN A.T.ENGINEERING SERVICE,PLLC 3500REGENCYPARKWAY SUITE 100 WHITE pURPLE PURPLE �� PURPLE PURPLE �� PURPLE PURPLE CARY,NC27518 ADD FREQUENCY COLOR TO SECTOR BAND PHONE:�919�468-0112 (CBRS WILL USE YELLOW BANDS) WHITE WHIIE WHITE - - - COLOR IDENTIFIER No scn� 2 DRAWN BY: CHECKED BY:APPROVED BY: HYBRID/DISCREET CABLES oc�P� 1 ouwP�2 ouwa� 3 AP SRF SRF RED RED RED RFDS REV #: ---- INCLUDE SECTOR BANDS BEING SUPPORTED BLUE BLUE ALONG WITH FREQUENCY BANDS CONSTRUCTION GREEN GREEN ORANGE EXAMPLE 1 - HYBRID, OR DISCREET, SUPPORTS PURPLE DOCUMENTS ALL SECTORS, BOTH LOW-BANDS AND MID-BANDS ORANGE YELLOW SUBMITTALS EXAMPLE 2 - HYBRID, OR DISCREET, SUPPORTS PURPLE CBRS ONLY, ALL SECTORS REV DATE DESCRIPTION 0 09/09/2011 ISSUm fOR OONSIXUC110N FIBER JUMPERS TO RRHa LOW 8Ml0 RRFI HIGH 8M10 RRFI LAW BIWO RRH HIGH BIWO RRH LOW 81W0 RRH HIGH 81W0 RRH LOW-BAND RRH FIBER CABLES HAVE SECTOR STRIPE ONLY RED RED BLUE BLUE GREEN GREEN PURPLE PURPLE PURPLE �,�-°� ��wr POWER CABLES TO RRHa �ow awo rxtn nicn awo rxtn LOW BIWO RRH HK,H BIWO RRH LOW 81W0 RRH HIGH 81W0 RRH �,�Q, � �H'r�p O�f %" LOW-BAND RRH POWER CABLES HAVE SECTOR ��� �.� � � STRIPE ONLY �y �� * RED RED BLUE BLUE GREEN GREEN �� '� NOT USED No scn� 3 � PURPLE PURPLE PURPLE � \ �`�p i Q0867 �� RET MOTORS AT ANTENNAS ANfENNA 1 ANiENNA 1 ANiENNA 1 urrEruu t urreruu t �rrrer�r� t LOW 81W0/ HIGH BIWO/ LOW 8M10/ HICH 81W0/ LOW 8M10/ HIGH 8M10/ S 'IN' 1N' 1N' 1N' 1N' 1N� R IS A VIOUTION OF UW FOR ANY PERSON, UNLESS THEY PftE ACTING UNDER THE DIRECTION RED RED BLUE BLUE GREEN GREEN OF A LICENSm PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PURPLE PURPLE PURPLE A&E PROJECT NUMBER 283534-13714145 D2 MICROWAVE RADIO LINKS DISH WIRELESS, L.L.C. fORWARO AZIMUIH Of 0-120 OECREES fORWMO AZIMUhI Of 120-240 OECREES fORWARO AZIMUIH Of 2�0-380 OEGREES PROJECT INFORMATION LINKS WILL HAVE A 1.5-2 INCH WHITE WRAP WITH PRIMARY SECONOARY PRIMARY SECONDARY PRIMN2Y SECONOARY ALAL600110A THE AZIMUTH COLOR OVERLAPPING IN THE MIDDLE. ADD ADDITIONAL SECTOR COLOR BAN�S FOR EACH 84 WEIBEL AVENUE ADDITIONAL MW RA�IO. WHITE WHITE WHITE WHRE WHITE WHITE SARATOGA SPRINGS, NY 'I ZSss MICROWAVE CABLES WILL REQUIRE P-TOUCH RED RED BLUE BLUE GREEN GREEN SHEET TITLE LABELS INSIDE THE CABINET TO IDENTIFY THE WHITE WHITE WHITE WHRE WHITE WHITE LOCAL AN� REMOTE SITE ID'S RF RED BLUE GREEN wH� WHRE wHirE CABLE COLOR CODES SHEET NUMBER RF-1 RF CABLE COLOR CODES No sca.E � NOT USED No scn� 4 EXOiHERMIC CONNECTION � AB ANCHOR 80LT IN INCH ABV ABOVE INT INTERIOR MECHANICAL CANNECTION ■ AC ALTERNATING CURRENT LB(S) POUNO(S) • BUSS 8AR INSUUITOR � ADOL AOOITIONAL Lf uNEAR fEET � AfF ABOVE FlNISHED fL00R LTE LONG TERM EVOLUIION � CHEMICAL ELECTROLYfIC GROUNOING SYSTEM e AfG ABOVE FlNISHED GRADE MAS MASONRY TEST CHEMICAL ELECTROLYfIC GROUNOING SYSTEM e 7 �� �� GROUNO LEVEL MAX MAXIMUM � EXOiHERMIC WITH INSPECTION SLEEVE � NC AMPERAGE INTERRUPTION CAPACIIY MB MACHINE BOLT �e1�� ❑ ALUM ALUMINUM MECH MECHANICAL GROUNOING 8AR � �T �T�R�T� MfR MANUfACTURER �T ��� MG8 MASTER GROUNO 8AR 5701 SOUTH SANTA FE DRIVE LITTLETON, CO 80120 GROUNO R00 �I APPROX APPROXIMATE MIN MINIMUM TEST GROUNO R00 WITH INSPECTION SLEEVE �I�T ARCH ARCHITECTURAL MISC MISCELUWEOUS ATS AUTOMATIC TRANSfER SWRCH MTL METAL SINGLE POLE SNATCH � AMIG AMER�CAN W�RE GAUGE MTS MANUAL TRIWSfER SNATCH �1� �T� �T�� MW MICROWAVE DUPLEX RECEPTACLE � BLOG BUILOING NEC NATIONAL EI.ECTRIC CAOE � BLK BLOCK NM NENRON METERS BLKG BLOCKING N0. NUMBER DUPLEX GfCI RECEPTACLE BM BEAM � NUMBER AMERICAN TOWER° r-----, BTC BARE TINNED COPPER CONOUCTOR p(�5 NOT TO SCALE A.T.ENGINEERING SERVICE,PLLC fLUORESCENT LIGHIING FlXTURE I f I BOf BOITOM Of f'OOTING 3500 REGENCY PARKWAY � � L-----J CA8 CA8INET � ON-CENfER '1 �� �/�P$ �-T$ SUITE 100 OSHA OCCUPATIONAL SAfE1Y ANO HEALTH AOMINISTRATION CARY,NC 27518 SO CANT CANTILEVEREO OPNG OPENING PHONE:(919)468-0112 SMOKE OEfECTION (OC) CHG CHARGING p�C PRECAST CONCRETE � CLG CEILING p� pERSONAI COMMUNICATION SERVICES EMERGENCY LIGHTING (OC) �� �� PCU PRIMARY CONfROL UNIT DRAWN BY: CHECKED BY:APPROVED BY: COL COLUMN PRC PRIMARY RADIO CABINET SECURfTY LIGHT W/PHOTOCELL LITHONIA ALXW O COMM COMMON AP SRF SRF LEO-1-25A400/51K-SR4-120-PE-008TX0 CONC CONCRETE PP ���Z�NG PRESERVING PSf POUNOS PER SQUARE f00T RFDS REV #: ---- CHAIN LINK fENCE x x x x CONSTR CONSTRUCTION pg� POUNOS PER SQUARE INCH W000/WROUGHT IRON FENCE OBL OOUBLE pr pRESSURE TREATED CONSTRUCTION OC OIRECT CURRENT WALL STRUCTURE o�r o���T �"R P0N1� `�'"� DOCUMENTS oir ouuamr icacE qREq — — — — — — — — — — — — — Of OOUGLAS flR � ���5 SUBMITTALS OIA OIAMETER RECT RECTIFlER PROPERTY LINE (PL) ��� ���� REF REFERENCE REV DATE DESCRIPTION SETBACKS OIM OIMENSION o a9/o9/2oat issum rw�aoxsnucnoH REINf REINfORCEMENT OWG ORANANG REQ'0 REQUIRED ICE BRIOGE OWL OOWEL � �H RET REMOTE ELECTRIC T1LT �� �Y EC ELECTRICAL CONOUCTOR Rf RA010 fREOUENCY WATER LINE — W — W — W — W — W — EL ELEYATION RMC RIGIO METIILLIC CONOUIT �� ���� RRH REMOTE RA010 HEAO UNOERGROUNO POWER —UGP—UGP—UGP—UGP—UGP— �T ELECTRIGIL METALIJC TU81NG RRU REMOTE RA010 UNR UNOERGROUNO TELCO —UGT —UGT —UGT —UGT —UGT — ENG ENGINEER � ��AY EQ EQUAL SCH SCHEDULE Q.��O� ����0 OVERHEAD POWER �P �P �P � SFR SHEET EXP EXPANSION SU10 SMART INfEGRATEO PCCESS OEVICE OVERHEAD TELCO or�r a�r a�r w�r � ocrEaiW Y siM siMiuR � ���, PHILIp g �� UNOERGROUNO TELCO/POWER —UGT/P —UGT/P —UGT/P —UGT/P — SPEC SPECIFlCATION � '� fAB fABRICATION h ��� * A80VE GROUND POWER —AGP —AGP —AGP —AGP —AGP — fF FlNISH fL00R � SQUARE �'� fG FlNISH GRAOE � STAINLESS STEEL A80VE GROUNO TELCO —�T —�T —�T —�T —�T — Flf fACILIIY INfERfACE fRAME � ���� ABOVE GROUND TELCO/POWER —�T/P —�/P —�/P —�/P — FlN FlNISH(ED) � �0. � TEMP TEMPORARY WORKPOINT W.P. � ��R THK THICKNESS �� i QQ86] �� fDN f0UN0AT10N �q TpWER MOUNTED AMPLIflER �C SECTION REfERENCE xx � fIVCE Of CONCRETE TM �E N�� r S !' x-x fOM fACE Of MASONRY Tpp TpP Of ANTENNA xx � fIVCE Of STUO � Tpp Of CURB DEfAIL REf'ERENCE R IS A VIOUTION OF UW FOR ANY PERSON, X-X fOW fACE Of WALL TQf TOP Of fOUNOATION UNLESS THEY PftE ACTING UNDER THE DIRECTION f5 FlNISH SURfIVCE OF A LICENSm PROFESSIONAL ENGINEER, � �T TOP TOP Of PUTE (PARAPEn ro ur�n�is oocuMar. fTG f00TING � TOP Of STE0. GA GAUGE � �P �F W� A&E PROJECT NUMBER GEN GENERATOR 1VSS TRIWSIENT VOLTAGE SURGE SUPPRESSION 283534-1 371 41 45_D2 GfCI GROUNO fAULT CIRCUR INfERRUPTER � ��� GLB GLUE LAMINATED 8EI1M UG UNOERGROUNO DISH WIRELESS, L.L.C. GLV GALVANI2ED UL UNOERWRRERS LA80RATORY PROJECT INFORMATION GPS GLOBAL POSITIONING SYSTEM UNO UNLESS NOTEO OTHERNASE ALAL6001 10A GNO GROUNO UMfS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM 84 WEIBEL AVENUE GSM GLOBAL SYSTEM fOR M081LE UPS UNITERRUPTIBLE POWER SYSTEM (OC POWER PI.APR) SARATOGA SPRINGS, NY 'I ZSss HOG HOT OIPPED GALVANI2E0 �f VERIflED IN FlELO HOR HEAOER W M�OE SHEET TITLE HGR HANGER W/ ��►+ LE G E N D AN D Hvnc HEAT/VENTIUTION/NR CONOITIONING � �o ABBREVIATIONS HT HEIGHT MIP MIEATHERPROOf IGR INTERIOR GROUNO RING NR WEIGHT SHEET NUMBER GN-1 LEGEND ABBREVIATIONS SITE ACTIVIiY REQUIREMENTS: GENERAL NOTES: 1. NOTICE TO PROCEED - NO WORK SHALL COMMENCE PRIOR TO CONTRACTOR RECEIVING A WRITfEN NOTICE TO PROCEEO 1.FOR THE PURPOSE OF CONSTRUCTION ORAWING, THE FOLLOWING DEfINITIONS SHALL APPLY: � (NTP) ANO THE ISSUANCE OF A PURCHASE OROER. PRIOR TO ACCESSING/ENTERING THE SITE YOU MUST CONTACT THE DISH CONTRACTOR:GENERAL CONTRACTOR RESPONSIBLE FOR CONSTRUCTION � WIRELESS, L.L.C. ANO TOWER OWNER NOC & THE OISH WIRELESS, L.L.C. ANO TOWER OWNER CONSTRUCTION MANAGER. � 2. "LOOK UP" - OISH WIRELESS, L.L.C. AND TOWER OWNER SAfEfY CLIMB REQUIREMENT: CARRIER:DISH WIRELESS, L.L.C. � THE INTEGRIiY Of THE SAFEfY CLIMB ANO ALL COMPONENTS OF THE CLIMBING FACILIiY SHALL 8E CONSIDERED DURING ALL STAGES TOWER OWNER:TOWER OWNER �I�� OF DESIGN, INSTALLATION, ANO INSPECTION. TOWER MOOIFlCATION, MOUNT REINfORCEMENTS, ANO/OR EQUIPMENT INSTALLATIONS SHALL 2• THESE ORAWINGS HAVE BEEN PREPAREO USING STANOAROS OF PROfESSIONAL CARE ANO COMPLEfENESS NORMALLY NOT COMPROMISE THE INTEGRIiY OR fUNCTIONAL USE OF THE SAfEfY CLIMB OR ANY COMPONENTS Of THE CLIM8ING fACILITY ON EXERCISEO UNDER SIMILAR CIRCUMSTANCES 8Y REPUTABLE ENGINEERS IN THIS OR SIMILAR LOCALITIES. IT IS ASSUMEO THAT THE THE STRUCTURE. THIS SHALL INCLUDE, 8UT NOT 8E LIMITED T0: PINCHING OF THE WIRE ROPE, BENOING OF THE WIRE ROPE fROM WORK DEPICTEO WILL BE PERFORMEO 8Y AN EXPERIENCEO CONTRACTOR ANO/OR WORKPEOPLE WHO HAVE A WORKING KNOWLEOGE 57ot SOUTH SANTA FE DRIVE ITS SUPPORTS, DIRECT CONTACT OR CLOSE PROXIMIiY TO THE WIRE ROPE WHICH MAY CAUSE fRICTIONAL WEAR, IMPACT TO THE OF THE APPLICABLE CODE STANOAROS ANO REQUIREMENTS ANO OF INOUSTRY ACCEPTEO STANOARO G000 PRACTICE. AS NOT EVERY LITfLETON, CO 80120 ANCHORAGE POINTS IN ANY WAY, OR TO IMPEDE/BLOCK ITS INTENOEO USE. ANY COMPROMISED SAfEfY CLIMB, INCLUOING EXISTING CONDITION OR ELEMENT IS (OR CAN BE) EXPLICITLY SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL USE INOUSTRY ACCEPTED CONOITIONS MUST 8E TAGGED OUT ANO REPORTED TO YOUR DISH WIRELESS, L.L.C. ANO DISH WIRELESS, L.L.C. AND TOWER OWNER STANDARO GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. POC OR CALL THE NOC TO GENERATE A SAfEfY CLIMB MAINTENANCE ANO CONTRACTOR NOTICE TICKEf. 3. THESE ORAWINGS REPRESENT THE FlNISHEO STRUCTURE. THEY 00 NOT INOICATE THE MEANS OR METHOOS OF 3. PRIOR TO THE START Of CONSTRUCTION, ALL REQUIREO JURISOICTIONAL PERMITS SHALL BE OBTIUNEO. THIS INCLUDES, 8UT CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE fOR THE CONSTRUCTION MEANS, MEfH00S, TECHNIQUES, IS NOT LIMITEO T0, BUILOING, ELECTRICAL, MECHANICAL, FIRE, FL000 ZONE, ENVIRONMENTAL, ANO ZONING. AfTER ONSITE ACTIVITIES SEQUENCES, ANO PROCEDURES. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY FOR PROTECTION Of LIfE AND AND CONSTRUCTION ARE COMPLEfEO, ALL REQUIRED PERMITS SHALL BE SATISFlED ANO CLOSED OUT ACCORDING TO LOCAL PROPERTY DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUOE, BUT NOT BE LIMITEO T0, BRACING, FORMWORK, SHORING, EfC. JURISDICTIONAL REQUIREMENTS. SITE VISITS 8Y THE ENGINEER OR HIS REPRESENTATIVE WILL NOT INCLUOE INSPECTION OF THESE ITEMS ANO IS fOR STRUCTURAL 08SERVATION OF THE FlNISHED STRUCTURE ONLY. 4. ALL CONSTRUCTION MEANS ANO METHOOS; INCLUOING 8UT NOT LIMITEO T0, ERECTION PLANS, RIGGING PLANS, CLIM8ING AMER1cANTOWER° PLANS, ANO RESCUE PLANS SHALL 8E THE RESPONSI8ILIN OF THE GENERAL CONTRACTOR RESPONSIBLE fOR THE EXECUTION Of 4. NOTES AND DEfAILS IN THE CONSTRUCTION ORAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND iYPICAL DEfAILS. a.r.eNciNeeRiNc seRvice,PLLC THE WORK CONTAINEO HEREIN, ANO SHALL MEEf ANSI/ASSE A10.48 (LATEST EOI110N); fEDERAL, STATE, ANO LOCAL REGULATIONS; WHERE NO DEfAILS ARE SHOWN, CONSTFtUCTION SHALL CONfORM TO SIMILAR WORK ON THE PROJECT, AND/OR AS PROVIDED fOR IN 3500REGENCYPARKWAY ANO ANY APPLICABLE INOUSTRY CONSENSUS STANOAROS RELATEO TO THE CONSTRUC110N ACTIVITIES BEING PERfORMEO. ALL RIGGING 11iE CONTRACT DOCUMENTS. WHERE DISCREPANCIES OCCUR BEfWEEN PLANS, DEfAILS, GENERAL NOTES, ANO SPECIfICATIONS, 11iE suire�oo CARY,NC 27518 PLANS SHALL AOHERE TO ANSI/ASSE A10.48 (LATEST EDITION) ANO DISH WIRELESS, L.L.C. AND TOWER OWNER STANOARDS, INCLUDING GREATER, MORE STRICT REQUIREMENTS, SHALL GOVERN. If FURTHER CLARIFlCATION IS REQUIRED CONTACT THE ENGINEER Of PHONE:�919�468-0112 THE REQUIRED INVOLVEMENT OF A QUALIFlED ENGINEER FOR CLASS IV CONSTRUCTION, TO CERTIfY THE SUPPORTING STRUCTURE(S) IN RECORO. ACCORDANCE WITH ANSI/TIA-322 (LATEST EOITION). 5. SUBSTANTIAL EffORT HAS BEEN MADE TO PROVIDE ACCURATE DIMENSIONS ANO MEASUREMENTS ON THE DRAWINGS TO ASSIST 5. ALL SITE WORK TO COMPLY WIT}i DISH WIRELESS, L.L.C. ANO TOWER OWNER INSTALLATION STANDAROS FOR CONSTRUCTION IN THE fABRICATION ANO/OR PLACEMENT OF CONSTRUCTION ELEMENTS BUT IT IS THE SOLE RESPONSIBILITY Of THE CONTRACTOR TO DRAWN BY: CHECKED BY:APPROVED BY: ACTIVITIES ON DISH WIRELESS, L.L.C. AND TOWER OWNER TOWER SITE AND LATEST VERSION Of ANSI/TIA-1019-A-2012 "STANOARD FlELO VERIfY THE OIMENSIONS, MEASUREMENTS, ANO/OR CLEARANCES SHOWN IN THE CONSTRUCTION ORAWINGS PRIOR TO qp SRF SRF fOR INSTALLATION, ALTERATION, AND MIUNTENANCE Of ANTENNA SUPPORTING STRUCTURES ANO ANTENNAS." FABRICATION OR CUTfING OF ANY NEW OR EXISTING CONSTRUCTION ELEMENTS. If IT IS DEfERMINED THAT THERE ARE OISCREPANCIES ANO/OR CONFLICTS WITH THE CONSTRUCTION ORAWINGS THE ENGINEER OF RECORO IS TO 8E NOTIFlEO AS SOON AS RFDS REV #: ---- 6. IF THE SPECIFlEO EQUIPMENT CAN NOT BE INSTALLEO AS SHOWN ON THESE ORAWINGS, THE CONTRACTOR SHALL PROPOSE POSSIBLE. AN ALTERNATIVE INSTALLATION FOR APPROVAL 8Y OISH WIRELESS, L.L.C. ANO TOWER OWNER PRIOR TO PROCEEOING WITH ANY SUCH 6. PRIOR TO THE SUBMISSION Of BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE CELL SITE TO fAMILIARIZE WITH THE CONSTRUCTION CHANGE OF INSTALLAl10N. EXISTING CONOITIONS ANO TO CONFlRM THAT THE WORK CAN BE ACCOMPLISHEO AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DOCUMENTS 7. ALL MATERIALS FURNISHEO AND INSTALLEO SHALL BE IN STRICT ACCOROANCE WITH ALL APPLICABLE COOES, REGULATIONS OISCREPANCY f0UN0 SHALL 8E BROUGHT TO THE ATfENTION OF CARRIER POC ANO TOWER OWNER. ANO OROINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES ANO COMPLY WITH ALL LAWS, OROINANCES, RULES, �, q� MATERIALS fURNISHED ANO INSTALLED SHALL 8E IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS SUBMITTALS REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORIiY REGARDING THE PERFORMANCE Of THE WORK. ALL WORK CARRIED qN0 OROINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES ANO COMPLY WITH ALL LAWS, ORDINANCES, RULES, REV DATE DESCRIPTION OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIfICAT10NS ANO LOCAL JURISOICTIONAL CODES, REGULATIONS ANO LAWFUL OROERS Of ANY PUBLIC AUTHORIiY REGARDING THE PERfORMANCE OF THE WORK. ALL WORK CARRIED ORDINANCES AND APPLICABLE REGULATIONS. OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL ANO UTILIN COMPANY SPECIFlCATIONS ANO LOCAL JURISOICTIONAL COOES, � ����� �m�� 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCOROANCE WITH MANUfACTURER'S RECOMMENDATIONS OROINANCES ANO APPLICABLE REGULATIONS. UNLESS SPECIFlCALLY STATEO OTHERWISE. 8. UNLESS NOTEO OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR 9. THE CONTRACTOR SHALL CONTACT UTILIN LOCATING SERVICES INCLUDING PRIVATE LOCATES SERVICES PRIOR TO THE START NECESSARY TO COMPLEfE ALL INSTALLATIONS AS INOICATEO ON THE ORAWINGS. OF CONSTRUCTION. 9. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT ANO MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENOATIONS 10. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE UNLESS SPECIfICALLY STATED OTHERWISE. PROTECTED AT ALL TIMES AND WHERE REQUIREO FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY �0. If THE SPECIFIEO EQUIPMENT CAN NOT 8E INSTALLEO AS SHOWN ON THESE ORAWINGS, THE CONTRACTOR SHALL PROPOSE CONTRACTOR. EXTREME CAUTION SHOULO 8E USEO 8Y THE CONTRACTOR WHEN EXCAVATING OR ORILLING PIERS AROUNO OR NEAR qN ALTERNATIVE INSTALLATION fOR APPROVAL 8Y THE CARRIER ANO TOWER OWNER PRIOR TO PROCEEDING WITH ANY SUCH CHANGE r UTILITIES. CONTRACTOR SHALL PROVIDE SAfEfY TRPJNING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE LIMITEO TO A) OF INSTALLATION. �,�r ��W FALL PROTECTION 8) CONFINEO SPACE C) ELECTRICAL SAFEfY 0) TRENCHING ANO EXCAVATION E) CONSTRUCTION SAFEfY Q,�1 rO�f PROCEOURES. CONOUITS�fORAPOWERs ANO TELCORANO F R GROUNIOINGOCAB ESO AS SHOWIN INN HIESPOWER,�TELCO EANOE ROUNO NGTIPGL�Of ALL {,�'� ��� PH�LIP g /-� 11. ALL SITE WORK SHALL BE AS INOICATED ON THE STAMPED CONSTRUCTION DRAWINGS AND OISH PROJECT SPECIFICATIONS, DRAWINGS. h� �� LATEST APPROVED REVISION. �� �� * 12. CONTRACTOR SHALL KEEP THE SITE fREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, ANO TRASH AT THE COMPLEfION Of 12• THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANOSCAPING AND STRUCTURES. ANY THE WORK. If NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REfUSE SHALL 8E REMOVED fROM THE SITE AND DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OISH WIRELESS, L.L.C. AND TOWER OWNER � OISPOSEO OF LEGALLY. 13. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE Of ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES ANO OTHER ITEMS � REMOVEO fROM THE EXISTING FACILIN. ANTENNAS REMOVEO SHALL 8E RETURNEO TO THE OWNER'S OESIGNATEO LOCATION. �` 13. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE i QQ867 �V WORK, SHALL BE REMOVEO AND/OR CAPPEO, PLUGGED OR OTHERWISE DISCONTINUEO AT POINTS WHICH WILL NOT INTERfERE WITH 14. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONOITION. TRASH ANO OEBRIS SHOULO BE REMOVEO FROM SITE ON A DAILY ��p THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF OISH WIRELESS, L.L.C. ANO TOWER OWNER, ANO/OR LOCAL UTILITIES. BASIS. f S 14. THE CONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCOROANCE WITH THE TECHNICAL SPECIfICAT10N FOR SITE SIGNAGE REQUIREO BY LOCAL JURISOICTION ANO SIGNAGE REQUIRED ON INDIVIDUAL PIECES Of EQUIPMENT, ROOMS, AND SHELTERS. R IS A VIOUTION OF UW FOR ANY PERSON, 15. THE SITE SHALL 8E GRADEO TO CAUSE SURFACE WATER TO fLOW AWAY FROM THE CARRIER�S EQUIPMENT ANO TOWER AREAS. UNLESS THEY PftE ACTING UNDER THE DIRECTION OF A LICENSm PROFESSIONAL ENGINEER, 16. THE SU8 GRADE SHALL 8E COMPACTEO ANO BROUGHT TO A SMOOTH UNIFORM GR40E PRIOR TO FlNISHEO SURFACE ro ur�n�is oocuMar. APPLICATION. A&E PROJECT NUMBER 17. THE AREAS OF THE OWNERS PROPERiY DISTUR8E0 BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR 283534-1 371 41 45_D2 ORIVEWAY, SHALL BE GRADEO TO A UNIfORM SLOPE, ANO STA8ILIZEO TO PREVENT EROSION AS SPECIfIEO ON THE CONSTRUCTION ORAWINGS ANO/OR PROJECT SPECIfICAT10NS. DISH WIRELESS, L.L.C. PROJECT INFORMATION 18. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF ALAL600110A REQUIREO DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION ANO SEOIMENT CONTROL. 84 WEIBEL AVENUE 19. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY SARATOGA SPRINGS, NY 12866 DAMAGEO PART SHALL 8E REPAIREO AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 20. CONTRACTOR SHALL LEGALLY ANO PROPERLY OISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES ANO OTHER ITEMS SHEET TITLE REMOVEO FROM THE EXISTING fACILITY. ANTENNAS ANO RADIOS REMOVED SHALL BE REfURNEO TO THE OWNER'S DESIGNATEO GENERAL NOTES LOCATION. 21. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONOITION. TRASH ANO OEBRIS SHOULO 8E REMOVEO FROM SITE ON A DAILY SHEET NUMBER BASIS. 22. NO fILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. fROZEN MATERIALS, SNOW OR ICE SHALL NOT G N�2 8E PLACED IN ANY fILL OR EMBANKMENT. CONCREfE. FOUNDATIONS. ANO REINFORCING STEEL: 16. ELECTRICAL MEfALLIC TUBING (EMT) OR MEfAL-CLAD CABLE (MC) SHALL BE USEO FOR CONCEALED INDOOR LOCATIONS. 1. ALL CONCREfE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 ANO THE DESIGN �7, SCHEOULE 40 PVC UNOERGROUNO ON STRAIGHTS ANO SCHEOULE 80 PVC FOR ALL EL80WS/90s ANO ALL APPROVEO A80VE � AND CONSTRUCTION SPECIFlCATION FOR CAST-IN-PLACE CONCREfE. GRADE PVC CONDUIT. � 2. UNLESS NOTEO OTHERWISE, SOIL BEARING PRESSURE USEO fOR OESIGN OF SLABS ANO FOUNOATIONS IS ASSUMEO TO 8E 1000 �g, uQU10-TIGHT fLEX18LE MEfALLIC CONOUIT (LIQUIO-T1TE FLEX) SHALL BE USEO INOOORS ANO OUTOOORS, WHERE VIBRATION � psf. OCCURS OR FLEXI81LIiY IS NEEOEO. � 3. ALL CONCREfE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) Of 3000 psi AT 28 OAYS, UNLESS NOTEO OTHERWISE. NO �g, CONOUIT AND TU81NG fITTINGS SHALL BE THREADED OR COMPRESSION-iYPE ANO APPROVED fOR THE LOCATION USED. SEf MORE THAN 90 MINUTES SHALL ELAPSE FROM BATCH TIME TO TIME OF PLACEMENT UNLESS APPROVEO 8Y THE ENGINEER OF RECORO. SCREW FlT'fINGS ARE NOT ACCEPTABLE. �I�� TEMPERATURE Of CONCREfE SHALL NOT EXCEED 90'f AT TIME Of PLACEMENT. 4. CONCREfE EXPOSED TO FREEZE-THAW CYCLES SHALL CONTAIN NR ENTRAINING AOMIXTURES. AMOUNT OF NR ENTRAINMENT TO BE 20. CA81NEfS, BOXES AND WIRE WAYS SHALL 8E LABELED FOR ELECTRICAL USE IN ACCOROANCE WITH NEMA, UL, ANSI/IEEE ANO THE 57ot SOUTH SANTA FE DRIVE BASED ON SIZE OF AGGREGATE ANO F3 CLASS EXPOSURE (VERY SEVERE). CEMENT USEO TO 8E iYPE II PORTLAND CEMENT WITH A NEC. LITfLETON, CO 80120 MAXIMUM WATER-TO-CEMENT RATIO (W/C) OF 0.45. 21. WIREWAYS SHALL 8E MEfAL WITH AN ENAMEL fINISH ANO INCLUDE A HINGEO COVER, DESIGNED TO SWING OPEN DOWNWARDS 5. ALL STEEL REINFORCING SHALL CONFORM TO ASTM A615. ALL WELDEO WIRE FABRIC (WW� SHALL CONFORM TO ASTM A185. ALL �WIREMOLO SPECMATE WIREWAI�. SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS NOTEO OTHERWISE. ALL HOOKS SHALL BE STANOARD 90 DEGREE HOOKS, 22• SLOTfED WIRING DUCT SHALL BE PVC AND INCLUDE COVER (PANOUIT iYPE E OR EQUAL). UNLESS NOTED OTHERWISE. YIELD STRENGTH (Fy) Of STANDARO DEFORMEO BARS ARE AS fOLLOWS: 23. CONOUITS SHALL 8E FASTENED SECURELY IN PLACE WITH APPROVEO NON-PERFORATEO STRAPS AND HANGERS. EXPLOSIVE �4 BARS ANO SMALLER 40 ksi OEVICES (i.e. POWDER-ACTUATED) FOR ATTACHING HANGERS TO STRUCTURE WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE ANO KEEP CONDUITS IN TIGHT ENVELOPES. CHANGES IN OIRECTION TO �5 BARS ANO LARGER 60 ksi ROUTE AROUNO 08STACLES SHALL BE MAOE WITH CONOUIT OUTLEf BODIES. CONOUIT SHALL BE INSTALLEO IN A NEAT AND WORKMANLIKE MANNER. PARALLEL ANO PERPENOICULAR TO STRUCTURE WALL ANO CEILING LINES. ALL CONOUIT SHALL 8E FlSHEO TO CLEAR AMER1cANTOWER° 6. THE FOLLOWING MINIMUM CONCREfE COVER SHALL BE PROVIDEO FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 08STRUCTIONS. ENDS OF CONDUITS SHALL BE TEMPORARILY CAPPEO FLUSH TO FlNISH GRAOE TO PREVENT CONCREfE, PLASTER OR DIRT A.T.ENGINEERING SERVICE,PLLC ORAWINGS: FROM ENTERING. CONDUITS SHALL BE RIGIOLY CLAMPEO TO 80XES BY GALVANIZEO MALLEABLE IRON BUSHING ON INSIOE AND GALVANIZED 3500REGENCYPARKWAY MIILLEABLE IRON LOCKNUT ON OUTSIDE HNO INSIDE. suire�oo • CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CARY,NC 27518 PHONE:(919)468-0112 • CONCREfE EXPOSED TO EARTH OR WEATHER: 24. EQUIPMENT CABINEfS, TERMINAL 80XES, JUNCTION 80XES ANO PULL 80XES SHALL 8E GALVANIZEO OR EPDXY-COATEO SHEEf STEEL. SHALL MEEf OR EXCEED UL 50 ANO BE RATEO NEMA 1 (OR BEffER) fOR INTERIOR LOCATIONS AND NEMA 3 (OR BETTER) FOR • �6 BARS ANO LARGER 2" EXTERIOR LOCATIONS. DRAWN BY: CHECKED BY:APPROVED BY: • �5 BARS ANO SMALLER 1-1/2" 25. MEfAL RECEPTACLE, SWITCH ANO OEVICE 80XES SHALL 8E GALVANIZEO, EPDXY-COATEO OR NON-CORROOING; SHALL MEEf OR EXCEED UL 514A ANO NEMA OS 1 AND BE RATEO NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTED (WP OR AP SRF SRF • CONCREfE NOT EXPOSED TO EARTH OR WEATHER: BETTER) FOR EXTERIOR LOCATIONS. RFDS REV ---- #� • SLAB ANO WALLS 3/4" 26. NONMEfALLIC RECEPTACLE, SWITCH AND DEVICE BOXES SHALL MEEf OR EXCEEO NEMA OS 2 (NEWEST REVISION) AND 8E RATED • BEAMS AND COLUMNS 1-1/2" NEMA 1 (OR BETTER) FOR INTERIOR LOCATIONS AND WEATHER PROTECTEO (WP OR BETTER) FOR EXTERIOR LOCATIONS. CONSTRUCTION 7. A TOOLEO EOGE OR A 3/4' CHAMFER SHALL 8E PROVIDEO AT ALL EXPOSEO EOGES Of CONCREfE, UNLESS NOTEO OTHERWISE, 27. THE CONTRACTOR SHALL NOTIfY ANO OBTAIN NECESSARY AUTHORIZATION fROM THE CARRIER AND/OR DISH WIRELESS, L.L.C. AND DOCUMENTS IN ACCOROANCE WITH ACI 301 SECTION 42.4. TOWER OWNER BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. SUBMITTALS 28. THE CONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES ANO OISTR18UT10N PANELS IN ACCORDANCE REV DATE DESCRIPTION WITH THE APPLICABLE CODES AND STANOARDS TO SAFEGUARD LIFE ANO PROPERTY. ELECTRICAL INSTALLATION NOTES: o a9/o9/zoai iswm rw�aoxsnucnoH 1. ALL ELECTRICAL WORK SHALL BE PERFORMEO IN ACCOROANCE WITH THE PROJECT SPECIfICAT10NS, NEC ANO ALL APPLICABLE 29• INSTALL LAMIC010 LABEL ON THE MEfER CENTER TO SHOW "OISH WIRELESS, L.L.C.'. fEDERAL, STATE, AND LOCAL CODES/ORDINANCES. 30. ALL EMPTY/SPARE CONDUITS THAT ARE INSTALLED ARE TO HAVE A MEfEREO MULE TAPE PULL CORO INSTALLED. 2. CONOUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONOUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKEO ANO TRIP HAZAROS ARE ELIMINATEO. 3. WIRING, RACEWAY ANO SUPPORT METHOOS ANO MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC. 4. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIREO BY THE NEC. 4.1. ALL EQUIPMENT SHALL BEAR THE UNOERWRITERS LABORATORIES LABEL Of APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF C Q� N�k/ THE NATIONAL ELECTRICAL CODE. P�� y� 4.2. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT ��` ��� �H'r'�p g �,� CURRENT TO WHICH THEY ARE SUBJECTED, 22,00a AIC MINIMUM. VERIfY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE h4 '�� RATING Of ELECTRICAL EQUIPMENT IN ACCOROANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTEO COOE PRE THE .� �� 7� GOVERNING JURISDICTION. 0. 5. EACH ENO Of EVERY POWER PHASE CONDUCTOR, GROUNDING CONDUCTOR, ANO TELCO CONOUCTOR OR CABLE SHALL BE � LA8ELE0 WITH COLOR-COOEO INSULATION OR ELECTRICAL TAPE (3M 8RAN0, 1/2" PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR � EQUAL). THE IDENTIFlCATION METHOD SHALL CONfORM WITH NEC AND OSHA. �` 6. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LA8ELE0 WITH LAMIC010 TAGS SHOWING THEIR RATED VOLTAGE, PHASE �� i Q�867 �� CONfIGURATION, WIRE CONfIGURATION, POWER OR AMPACITY RATING AND BRANCH CIRCUIT ID NUMBERS (i.e. PANEL BOARO ANO CIRCUIT p f S 10'S). 7. PANEL BOARDS (ID NUMBERS) SHALL 8E CLEARLY LABELED WITH PLASTIC LABELS. R IS A VIOUTION OF UW FOR ANY PERSON, UNLESS THEY PftE ACTING UNDER THE DIRECTION E. TIE WRAPS ARE NOT ALLOWED. OF A LICENSm PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 9. ALL POWER ANO EQUIPMENT GROUNO WIRING IN TU81NG OR CONOUIT SHALL 8E SINGLE COPPER CONOUCTOR (�14 OR LARGER) WITH iYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFIEO. A&E PROJECT NUMBER 10. SUPPLEMENTAL EQUIPMENT GROUNO WIRING LOCATEO INDOORS SHALL BE SINGLE COPPER CONDUCTOR (�6 OR LARGER) WITH 283534-1 371 41 45_D2 iYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFlED. DISH WIRELESS, L.L.C. 11. POWER ANO CONTROL WIRING IN FLEXIBLE CORD SHALL BE MULTI-CONOUCTOR, TYPE SOOW CORD (�14 OR LARGER) UNLESS PROJECTINFORMATION OTHERWISE SPECIfIEO. ALAL600110A 12. POWER ANO CONTROL WIRING fOR USE IN CABLE TRAY SHALL 8E MULTI-CONOUCTOR, iYPE TC CABLE (�14 OR LARGER), WITH 84 WEIBEL AVENUE iYPE THHW, THWN, THWN-2, XHHW, XHHW-2, THW, THW-2, RHW, OR RHW-2 INSULATION UNLESS OTHERWISE SPECIFlED. SARATOGA SPRINGS, NY 12866 13. ALL POWER ANO GROUNOING CONNECTIONS SHALL BE CRIMP-SiYLE, COMPRESSION WIRE LUGS ANO WIRE NUTS BY THOMAS AND SHEET TITLE 8E1TS (OR EQUAL). LUGS ANO WIRE NUTS SHALL BE RATEO FOR OPERATION NOT LESS THAN 75' C (90' C �F nv�uu►8�E). GENERAL NOTES 14. RACEWAY AND CABLE TRAY SHALL 8E LISTEO OR LABELEO FOR ELECTRICAL USE IN ACCOROANCE WITH NEMA, UL, ANSI/IEEE AND NEC. SHEET NUMBER 15. ELECTRICAL MEfALLIC TUBING (EMT), INTERMEOIATE MEfAL CONDUIT (IMC), OR RIGIO MEfAL CONDUIT (RMC) SHALL BE USED fOR EXPOSEO INDOOR LOCATIONS. G N�3 GROUNDING NOTES: STRUCTURAL STEEL NOTES: 1. ALL GROUNO ELECTRODE SYSTEMS (INCLUOING TELECOMMUNICATION, RA010, LIGHTNING PROTECTION ANO AC POWER GES'S) SHALL � 8E 80NOE0 TOGETHER AT OR BELOW GRADE, 8Y TWO OR MORE COPPER 80NOING CONOUCTORS IN ACCORDANCE WITH THE NEC. 1. STRUCTURAL STEEL SHALL CONfORM TO THE LATEST EOITION Of THE AISC "SPECIFlCATION fOR THE DESIGN, FABRICATION ANO �/ 2. THE CONTRACTOR SHALL PERfORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR ERECTION Of STRUCTURAL STEEL FOR BUILDINGS." � GROUND ELECTRODE SYSTEMS, THE CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUNO ELECTROOES AS NEEDED TO 2. STRUCTURAL STEEL ROLLED SHAPES, PLATES AND BARS SHALL CONfORM TO THE fOLLOWING ASTM DESIGNATIONS: � ACHIEVE A TEST RESULT Of 5 OHMS OR LESS. �I�' 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNOERGROUNO CONDUIT INSTALLATION AS TO A. ASTM A-572, GRADE 50 - ALL W SHAPES, UNLESS NOTEO OR A992 OTHERWISE PREVENT ANY LOSS OF CONTINUITY IN THE GROUNOING SYSTEM OR DAMAGE TO THE CONDUIT ANO PROVIDE TESTING RESULTS. 8. ASTM A-36 - ALL OTHER ROLLEO SHAPES, PLATES AND BARS UNLESS NOTEO OTHERWISE. 4. METAL CONOUIT ANO TRAY SHALL 8E GROUNOEO ANO MADE ELECTRICALLY CONTINUOUS WITH LISTEO BONOING FlTTINGS OR BY 57ot SOUTH SANTA FE DRIVE 80NOING ACROSS THE DISCONTINUIiY WITH #6 COPPER WIRE UL APPROVED GROUNDING iYPE CONDUIT CLAMPS. C. ASTM A-500, GRADE B - HSS SECTION (SQUARE, RECTANGULAR, AND ROUNO) LITfLETON, CO 80120 5. MEfAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONOUCTOR. STRANOED COPPER CONDUCTORS 0. ASTM A-325, iYPE SC OR N - ALL BOLTS fOR CONNECTING STRUCTURAL MEMBERS WITH GREEN INSULATION, SIZEO IN ACCOROANCE WITH THE NEC, SHALL 8E FURNISHEO ANO INSTALLEO WITH THE POWER CIRCUITS TO BTS E. ASTM F-1554 07 - ALL ANCHOR BOLTS, UNLESS NOTED OTHERWISE EQUIPMENT. 6. EACH CA81NEf FRAME SHALL BE DIRECTLY CONNECTEO TO THE MASTER GROUND BAR WITH GREEN INSULATEO SUPPLEMENTAL 3. ALL EXPOSEO STRUCTURAL STEEL MEMBERS SHALL 8E HOT-DIPPED GALVANIZEO AfTER FABRICATION PER ASTM A123. EXPOSED EQUIPMENT GROUNO WIRES, �6 STRANOEO COPPER OR LARGER FOR INOOOR BTS; �2 BARE SOLIO T1NNE0 COPPER FOR OUTDOOR BTS. STEEL HAROWARE ANO ANCHOR 80LTS SHALL 8E GALVANIZEO PER ASTM A153 OR 8695. 7. CONNECTIONS TO THE GROUND 8US SHALL NOT 8E DOUBLED UP OR STACKED BACK TO BACK CONNECTIONS ON OPPOSITE SIDE 4. ALL fIELD CUT SURFACES, fIELD ORILLED HOLES ANO GROUNO SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS OF THE GROUND BUS ARE PERMITfEO. REQUIREO SHALL BE REPNREO WITH (2) BRUSHEO COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND pMERICANTOWER° MANUfACTURER'S RECOMMENDATIONS. a.r.eNcweeRwc seRwce,PLLC 8. ALL EXTERIOR GROUNO CONOUCTORS BETWEEN EQUIPMENT/GROUNO BARS ANO THE GROUNO RING SHALL 8E �2 SOLIO T1NNE0 COPPER UNLESS OTHERWISE INDICATED. 5. 00 NOT ORILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN ANO DEfAILEO ON STRUCTURAL ORAWINGS. 3sooReceNcvPnRKwnv SUITE 100 CARY,NC 27518 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNOING CONNECTIONS. 6. CONNECTIONS: PHONe:�s�s�ass-0��z 10. USE Of 90' BENDS IN THE PROTECTION GROUNOING CONOUCTORS SHALL BE AVOIDED WHEN 45' BENOS CAN BE ADEQUATELY A. ALL WELDING TO 8E PERFORMEO 8Y AWS CERTIFlEO WELDERS ANO CONOUCTEO IN ACCOROANCE WITH THE LATEST EOITION OF THE SUPPORTEO. AWS WELDING CODE D1.1. 11. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNOING CONNECTIONS BELOW GRADE. DRAWN BY: CHECKED BY:nPPRoveo er: B. ALL WELDS SHALL BE INSPECTED VISUALLY. 259: OF WELDS SHALL 8E INSPECTED WITH DYE PENEfRANT OR MAGNETIC PARTICLE TO qp SRF SRF 12. ALL GROUNO CONNECTIONS A80VE GR40E (INTERIOR ANO EXTERIOR) SHALL 8E FORMEO USING HIGH PRESS CRIMPS. MEEf THE ACCEPTANCE CRITERIA OF AWS 01.1. REPAIR ALL WELOS AS NECESSARY. 13. COMPRESSION GROUNO CONNECTIONS MAY 8E REPLACEO 8Y EXOTHERMIC WELO CONNECTIONS. C. INSPECTION SHALL BE PERFORMEO BY AN AWS CERTIfIEO WELO INSPECTOR. RFDS REV #: ---- 14. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONOED OR 80LTE0 TO THE BRIDGE AND THE TOWER GROUND 0. IT IS THE CONTRACTORS RESPONSIBILIiY TO PROVIDE BURNING/WELOING PERMITS AS REQUIRED BY LOCAL GOVERNING AUTHORITY CONSTRUCTION BAR. AND IF REQUIREO SHALL HAVE FlRE DEPARTMENT DEfAIL fOR ANY WELDING ACTIVIiY. DOCUMENTS 15. APPROVED ANTIOXIDANT COATINGS (i.e. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND E. ALL ELECTRODES TO BE LOW HYDROGEN, MATCHING FlLLER METAL, PER AWS D1.1, UNLESS NOTEO OTHERWISE. CONNECTIONS. SUBMITTALS 16. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT MATERIAL. F. MINIMUM WELD SIZE TO 8E 0.1875 INCH FlLLEf WELDS, UNLESS NOTED OTHERWISE. REV DATE DESCRIPTION 17. MISCELLANEOUS ELECTRICAL ANO NON-ELECTRICAL MEfAL 80XES, FRAMES ANO SUPPORTS SHALL BE 80NOE0 TO THE GROUNO G. PRIOR TO FIELO WELOING GALVANIZING MATERIAL, CONTRACTOR SHALL GRINO OFF GALVANIZING �/�"BEYONO ALL FIELO WELO SURFACES. � ����' �m��"�" RING, IN ACCORDANCE WITH THE NEC. AFfER WELD ANO WELD INSPECTION IS COMPLEfE, REPIUR ALL GROUNO ANO WELOEO SURFACES WITH ZRC GALVILITE COLD GALVANIZING 18. 80N0 ALL MEfALLIC OBJECTS WITHIN 6 ft OF MIUN GROUNO RING WITH (1) �2 BARE SOLIO TINNEO COPPER GROUNO COMPOUND PER ASTM A780 AND MANUfACTURERS RECOMMENDATIONS. CONOUCTOR. H. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE REQUIREO DURING CONSTRUCTION UNTIL ALL 19. GROUND CONOUCTORS USED FOR THE FACILIiY GROUNOING AND LIGHTNING PROTECTION SYSTEMS SHALL NOT 8E ROUTED CONNECTIONS ARE COMPLEfE. THROUGH MEfALLIC OBJECTS THAT fORM A RING AROUNO THE CONDUCTOR, SUCH AS MEfALLIC CONOUITS, MEfAL SUPPORT CLIPS OR I. ANY FlELD CHANGES OR SUBSTITUTIONS SHALL HAVE PRIOR APPROVAL FROM THE ENGINEER, ANO DISH WIRELESS L.L.C. PROJECT SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEEf CODE REQUIREMENTS OR LOCAL MANAGER IN WRITING CONOITIONS, NON-METALLIC MATERIAL SUCH AS PVC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (i.e., NONMEfALLIC CONOUIT PROHI81TE0 8Y LOCAL CODE) THE GROUNO CONOUCTOR SHALL BE 80NOE0 TO EACH ENO OF THE MEfAL CONOUIT. ��0� ��'li.r �Y 20. ALL GROUNDS THAT TRANSITION fROM BELOW GRADE TO A80VE GRADE MUST 8E �2 BARE SOLIO TINNED COPPER IN 3/4" +�P �H�r��p, O� NON-MEfALLIC, fLEX18LE CONOUIT FROM 24" BELOW GRAOE TO WITHIN 3" TO 6" Of CAD-WELO TERMINATION POINT. THE EXPOSEO ENO � ���` g � OF THE CONOUIT MUST BE SEALEO WITH SILICONE CAULK. (ADD TRANSITIONING GROUNO STANDARO DEfAIL AS WELL). h� ��� * 21. BUILDINGS WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIREO TO BE ROUTEO TO GRADE, THE CONTRACTOR SHALL ROUTE 0.� '� TWO GROUNDING CONDUCTORS fROM THE ROOFfOP, TOWERS, ANO WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING {Y SYSTEM, THE GROUNOING CONOUCTORS SHALL NOT BE SMALLER THAN 2/0 COPPER. ROOFfOP GROUNOING RING SHALL BE 80NOE0 TO � THE EXISTING GROUNOING SYSTEM, THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, ANO BUILOING MAIN WATER LINE � (FERROUS OR NONfERROUS MEfAL PIPING ONLI�. 00 NOT ATfACH GROUNOING TO FlRE SPRINKLER SYSTEM PIPES. � i QQ867 �C'i � /� F $ R IS A VIOUTION OF UW FOR ANY PERSON, UNLESS THEY PftE ACTING UNDER THE DIRECTION OF A LICENSm PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. A&E PROJECT NUMBER 283534-13714145 D2 DISH WIRELESS, L.L.C. PROJECT INFORMATION ALAL600110A 84 WEIBEL AVENUE SARATOGA SPRINGS, NY 12866 SHEET TITLE GENERAL NOTES SHEET NUMBER GN-4 AMERICA111 T�'iNER� C O R P D ft A T I C] N Structural Analysis Report Structure . 105 ft Monopine ATC Site Name : SARATOGA SPRINGS NY,NY ATC Site Number . 283534 Engineering Number . 13714145_C3_02 Proposed Carrier . DISH WIRELESS L.L.C. Carrier Site Name . ALALB00110A Carrier Site Number . ALALB00110A Site Location . 84 Weibel Avenue Saratoga Springs, NY 12866-5610 43.0961, -73.7417 County : Saratoga ���� �£�� Date . August 30, 2021 ��Q' �a�gyq� 4,�� A � Max Usage . 69% � ��`� �� * Result . Pass � � � . �_ Prepared By: Reviewed By: �`� a 02D�4 {�� Kyle MacPetrie p�Q�'�'�����Q`4 Structural Engineer I � ��� ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com � Eng. Number 13714145_C3_02 August 30, 2021 AMERICAN TOWER� Page. 2 Table of Contents Introduction...................................................................................................................................3 SupportingDocuments..................................................................................................................3 Analysis..........................................................................................................................................3 Conclusion .....................................................................................................................................3 Existing and Reserved Equipment..................................................................................................4 Equipmentto be Removed ............................................................................................................4 ProposedEquipment .....................................................................................................................4 StandardConditions ......................................................................................................................5 Calculations ....................................................................Attached ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com � Eng. Number 13714145_C3_02 August 30, 2021 AMERICAN TOWER� Page. 3 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 105 ft Monopine to reflect the change in loading by DISH WIRELESS L.L.C.. Supportin� Documents Tower Drawings Nello Corporation Drawing#206012, dated August 27, 2013 Foundation Drawing Nello Corporation Drawing#206013, dated July 19, 2013 Geotechnical Report Daniel G Loucks File#2569, dated April 23, 2013 Inspection TIA-222 Inspection by Tower Engineering Professionals Site#283534, dated May 17, 2018 (No structural deficiencies were found) Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second-order effects per ANSI/TIA-222. Basic Wind Speed: 109 mph (3-second gust) Basic Wind Speed w/Ice: 40 mph (3-second gust)w/ 1.00" radial ice concurrent Code: ANSI/TIA-222-H/2018 IBC/2020 New York Building Code Exposure Category: C Risk Category: II Topographic Factor Procedure: Method 1 Topographic Category: 1 Crest Height(H): 0 ft Crest Length (L): 0 ft Spectral Response: Ss= 0.21, S1= 0.06 Site Class: D -Stiff Soil - Default Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com � Eng. Number 13714145_C3_02 August 30, 2021 AMERICAN TOWER� Page. 4 Existin�and Reserved Equipment Elev.l(ft) Qty Equipment MountType Lines Carrier 102.0 3 Samsung MT6407-77A 3 Samsung B5/B13 RRH-BR04C 3 Samsung B2/B66A RRH-BR049 (2) 15/8" (1.63"- 100.0 1 Raycap RCMDC-6627-PF-48 Sector Frame 41.3mm) Fiber VERIZON WIRELESS 3 Samsung RT4401-48A 4 JMA Wireless MXI0FIT865-xx 2 JMA Wireless MX10FR0860-xx 3 Ericsson RRUS 8843 62, 666A 3 Ericsson RRUS 4478 B14 3 Ericsson RRUS 4415 B30 (4)2"conduit 3 Ericsson RRUS 4449 65, 612 (3)0.40" (10.3mm) 90.0 2 Raycap DC6-48-60-18-8F Sector Frame Fiber AT&T MOBILITY 1 Raycap DC9-48-60-24-8C-EV (7)0.78" (19.7mm) 3 Ericsson RRUS 11 B5 8 AWG 6 3 Andrew SBNH-1D6565C 6 Commscope NNH4-65C-R6N17 3 RFS APXVAARR24_43-U-NA20 (2) 1.31" (33.3mm) 80.0 6 Ericsson AIR 21 Sector Frame Hybrid 3 Ericsson Radio 4449 B12,B71 (6)7/8"Coax T-MOBILE 30.0 1 Symmetricom 58532A Flush (1) 1/2"Coax Equipment to be Removed Elev.l(ft) Qty Equipment MountType Lines Carrier No loading was considered as removed as part of this analysis. Proposed Equipment Elev.l(ft) Qty Equipment MountType Lines Carrier 1 Commscope RDIDC-9181-PF-48 3 Fujitsu TA08025-B604 (1) 1.41" (35.8mm) 70.0 3 Fujitsu TA08025-B605 T-Arm Hybrid DISH WIRELESS L.L.C. 3 JMA Wireless MX08FR0665-21 1Contracted elevations are shown for appurtenances within contracted installation tolerances.Appurtenances outside of contract limits are shown at installed elevations. Install proposed lines inside the pole shaft. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com � Eng. Number 13714145_C3_02 August 30, 2021 AMERICAN TOWER� Page. 5 Standard Conditions All engineering services performed by ATC Tower Services, Inc. are prepared on the basis that the information used is current and correct. This information may consist of, but is not limited to the following: • Information supplied by the client regarding antenna, mounts and feed line loading • Information from drawings, design and analysis documents, and field notes in the possession of ATC Tower Services, I nc. It is the responsibility of the client to ensure that the information provided to ATC Tower Services, Inc. and used in the performance of our engineering services is correct and complete. All assets of American Tower Corporation, its affiliates, and subsidiaries (collectively "American Tower") are inspected at regular intervals. Based upon these inspections and in the absence of information to the contrary, American Tower assumes that all structures were constructed in accordance with the drawings and specifications. Unless explicitly agreed by both the client and ATC Tower Services, Inc., all services will be performed in accordance with the current revision of ANSI/TIA-222. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services, Inc. is not responsible for the conclusions, opinions and recommendations made by others based on the information supplied herein. ATC Tower Services,Inc.-3500 Regency Parkway,Suite 100-Cary,NC 27518-919-468-0112 Office-919-466-5414 Fax-www.americantower.com � JOB INFORMATION Asset: 283534, SARATOGA SPRINGS NY Height: 105 ft Client: DISH WIRELESS L.L.C. Base Width : 54.075 Code: ANSI/TIA-222-H Shape: 18 Sides SITE PARAMETERS Base Elev(ft): 0.00 Structure Class: II Taper: 0.29600(In/ft) Exposure: C �"�F�^�^ ^� Topographic Category: 1 Topographic Feature: �n.� 1 v2-v Topo Method: Method 1 1u .ro �, . -�� n. - SECTION PROPERTIES Diameter(in) Overla Steel ��'�ry��'�u Across Flats p �ug� Shaft Length Thick Length Grade �:� -, Section (ft) Top Bottom (in) Joint Type (in) Shape (ksi) -°° "� 1 52.750 38.46 54.08 0.375 0.000 18 Sides 65 �� n � 2 20.000 34.75 40.66 0.250 Slip Joint 69.000 18 Sides 65 e4; n: 3 43.250 24.00 36.80 0.250 Slip Joint 63.000 18 Sides 65 �$�-�'' � �3-� 8v�-v� 1�� Thick DISCRETEAPPURTENANCE :T� ;, i;^5 f4�1 i Attach Force :��. n: : Elev(ft) Elev(ft) Qty Description .T�� ,., . ��-'�' 105.0 105.0 3 7'Pine Tree Branches �7n,_n, : � 105.0 108.0 1 8'Pine Tree Branches -=Q ^. 104.0 104.0 1 7'Pine Tree Branches n� 103.0 103.0 4 7'Pine Tree Branches ��^ �� 102.0 102.0 1 7'Pine Tree Branches _�, .•. -��'-v� - 102.0 102.0 3 Samsung MT6407-77A �"�' ��' 101.0 101.0 2 7'Pine Tree Branches .��: ni,,. c3 -=Q` ��"- 101.0 101.0 3 RAD Array Tree Branches �'�°_^ ^ � 100.0 100.0 3 Samsung RT4401-48A -�� - �F; �.;:: 1��"Th�ick 100•0 100.0 3 Samsung B5/B13 RRH-BR04C ��-�''' ""� iv�SK�l�s �yr�_;, 100.0 100.0 3 Samsung B2/B66A RRH-BR049 .��� r, . -F'�' '``� 100.0 100.0 1 Raycap RCMDC-6627-PF-48 _,,,;, „ �"°' "� � 100.0 100.0 4 JMA Wireless MXI0FIT865-xx _�� �� r. 100.0 100.0 2 JMA Wireless MX10FR0860-xx �"" "� �°4 100.0 100.0 3 Round Sector Frame 4?'-�� " . 99.0 99.0 2 8'Pine Tree Branches 98.0 98.0 3 8'Pine Tree Branches 97.0 97.0 1 8'Pine Tree Branches 96.0 96.0 3 8'Pine Tree Branches 95.4 95.4 3 Ericsson RRUS 8843 B2, B66A 95.4 95.4 3 Ericsson RRUS 4478 B14 �-'--' 95.4 95.4 3 Ericsson RRUS 4415 B30 r��_g 95.3 95.3 3 Ericsson RRUS 4449 B5, B12 3,"8'"Thick 95.0 95.0 2 8'Pine Tree Branches rv�K�I:o 94.6 97.6 2 Raycap DC6-48-60-18-8F 94.4 94.4 1 Raycap DC9-48-60-24-8C-EV 94.0 94.0 3 8'Pine Tree Branches 93.0 93.0 4 9'Pine Tree Branches 93.0 93.0 3 RAD Array Tree Branches 93.0 93.0 3 Round Sector Frame 91.0 91.0 3 9'Pine Tree Branches 90.0 90.0 3 Ericsson RRUS 11 B5 90.0 90.0 2 10'Pine Tree Branches 90.0 93.0 3 AndrewSBNH-iD6565C 90.0 90.0 6 Commscope NNH4-65C-R6N17 89.0 89.0 2 9'Pine Tree Branches a"� 88.0 88.0 2 10'Pine Tree Branches 87.0 87.0 1 10'Pine Tree Branches 85.0 85.0 2 10'Pine Tree Branches 84.0 84.0 1 10'Pine Tree Branches 84.0 84.0 1 11'Pine Tree Branches 83.0 83.0 2 11'Pine Tree Branches 82.0 82.0 1 11'Pine Tree Branches 80.0 80.0 3 Ericsson Radio 4449 B12,B71 80.0 80.0 3 RAD Array Tree Branches 0 2007-2020 by ATC LLC.All rights reserved. Page 1 of 3 Model I D :5659 8/30/2021 11:07:29 � JOB INFORMATION Asset: 283534, SARATOGA SPRINGS NY Height: 105 ft Client: DISH WIRELESS L.L.C. Base Width : 54.075 Code: ANSI/TIA-222-H Shape: 18 Sides DISCRETE APPURTENANCE Attach Force Elev(ft) Elev(ft) Qty Description 80.0 79.0 6 Ericsson AIR 21 80.0 80.0 3 Round Sector Frame 80.0 80.0 3 RFS APXVAARR24 43-U-NA20 79.0 79.0 3 11'Pine Tree Branches 79.0 79.0 1 12'Pine Tree Branches 78.0 78.0 2 12'Pine Tree Branches 77.0 77.0 1 12'Pine Tree Branches 76.0 76.0 3 12'Pine Tree Branches 75.0 75.0 2 12'Pine Tree Branches 74.0 74.0 1 12'Pine Tree Branches 74.0 74.0 1 13'Pine Tree Branches 73.0 73.0 4 12'Pine Tree Branches 71.0 71.0 1 12'Pine Tree Branches 71.0 71.0 4 13'Pine Tree Branches 70.0 70.0 1 Commscope RDIDC-9181-PF-48 70.0 70.0 3 Fujitsu TA08025-B605 70.0 70.0 3 Fujitsu TA08025-B604 70.0 70.0 2 13'Pine Tree Branches 70.0 70.0 3 JMA Wireless MX08FR0665-21 70.0 70.0 3 Generic Flat T-Arm 69.0 69.0 4 13'Pine Tree Branches 68.0 68.0 1 13'Pine Tree Branches 67.0 67.0 3 12'Pine Tree Branches 67.0 67.0 1 13'Pine Tree Branches 66.0 66.0 2 13'Pine Tree Branches 65.0 65.0 5 13'Pine Tree Branches 64.0 64.0 1 13'Pine Tree Branches 64.0 64.0 1 14'Pine Tree Branches 63.0 63.0 2 14'Pine Tree Branches 62.0 62.0 3 13'Pine Tree Branches 60.0 60.0 1 13'Pine Tree Branches 60.0 60.0 3 14'Pine Tree Branches 59.0 59.0 1 12'Pine Tree Branches 59.0 59.0 1 14'Pine Tree Branches 58.0 58.0 3 14'Pine Tree Branches 57.0 57.0 1 14'Pine Tree Branches 57.0 57.0 1 14'Pine Tree Branches 57.0 57.0 1 15'Pine Tree Branches 56.0 56.0 1 13'Pine Tree Branches 56.0 56.0 1 14'Pine Tree Branches 55.0 55.0 1 14'Pine Tree Branches 54.0 54.0 2 15'Pine Tree Branches 53.0 53.0 2 15'Pine Tree Branches 52.0 52.0 2 15'Pine Tree Branches 51.0 51.0 1 14'Pine Tree Branches 51.0 51.0 1 15'Pine Tree Branches 50.0 50.0 2 14'Pine Tree Branches 49.0 49.0 1 14'Pine Tree Branches 48.0 48.0 2 13'Pine Tree Branches 48.0 48.0 2 14'Pine Tree Branches 47.0 47.0 2 14'Pine Tree Branches 45.0 45.0 1 12'Pine Tree Branches 44.0 44.0 2 12'Pine Tree Branches 43.0 43.0 1 12'Pine Tree Branches 30.0 30.0 1 Symmetricom 58532A LINEAR APPURTENANCE Elev Elev Exp To From(ft) To(ft) Description Wind 0.0 100.0 1 5/8"(1.63"-41.3mm)Fiber No 0 2007-2020 by ATC LLC.All rights reserved. Page 2 of 3 Model I D :5659 8/30/2021 11:07:29 � JOB INFORMATION Asset: 283534, SARATOGA SPRINGS NY Height: 105 ft Client: DISH WIRELESS L.L.C. Base Width : 54.075 Code: ANSI/TIA-222-H Shape: 18 Sides LINEAR APPURTENANCE Elev Elev Exp To From(ft) To(ft) Description Wind 0.0 96.0 2"conduit No 0.0 95.0 0.78"(19.7mm)8 AWG 6 No 0.0 95.0 0.40"(10.3mm) Fiber No 0.0 80.0 7/8"Coax No 0.0 80.0 1.31"(33.3mm) Hybrid No 0.0 70.0 1.41"(35.8mm) Hybrid No 0.0 30.0 1/2"Coax Yes LOAD CASES 1.2D+1.OW Normal 109 mph wind with no ice 0.9D+1.OW Normal 109 mph wind with no ice 1.2D+1.ODi+1.OWi Nor 40 mph wind with 1"radial ice 1.2D+1.OEv+ 1.OEh Nor Seismic 0.9D-1.OEv+1.OEh Nor Seismic(Reduced DL) 1.OD+1.OW Service Norm 60 mph Wind with No Ice REACTIONS Moment Shear Axial Load Case (kip-ft) (Kip) (Kip) 1.2D+1.OW Normal 3190.47 42.32 46.58 0.9D+1.OW Normal 3171.95 42.28 34.90 1.2D+1.ODi+1.OWi Normal 676.48 8.97 69.01 1.2D+1.OEv+1.OEh Normal 151.91 1.89 45.49 0.9D-1.OEv+1.OEh Normal 150.75 1.89 31.22 1.OD+1.OW Service Normal 861.82 11.47 38.92 DISH DEFLECTIONS Attach Deflection Rotation Load Case Elev(ft) (in) (deg) 0 2007-2020 by ATC LLC.All rights reserved. Page 3 of 3 Model I D :5659 8/30/2021 11:07:29 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 ANALYSIS PARAMETERS Location: Saratoga County,NY Height: 105 ft Type and Shape: Taper, 18 Sides Base Diameter: 54.08 in Manufacturer: Undetermined Top Diameter: 24.00 in Kd(non-service): 0.95 Taper: 0.2960 in/ft Ke: 0.99 Rotation: 0.000° ICE&WIND PARAMETERS Exposure Category: C Design Wind Speed w/o Ice: 109 mph Risk Category: II Design Wind Speed w/Ice: 40 mph Topo Factor Procedure: Method 1 Operational Wind Speed: 60 mph Topographic Category: 1 Design Ice Thickness: 1.00 in Crest Height: 0 ft HMSL: 302.00 ft SEISMIC PARAMETERS Analysis Method: Equivalent Lateral Force Method Site Class: D-Stiff Soil Period Based on Rayleigh Method(sec): 1.41 T�(sec): 6 P: 1 CS: 0.049 SS: 0.212 S,: 0.064 CS Max: 0.049 Fa: 1.600 F�: 2.400 CS Min: 0.030 Sds: 0.226 Sd�: 0.102 LOAD CASES 1.2D+1.OW Normal 109 mph wind with no ice 0.9D+1.OW Normal 109 mph wind with no ice 1.2D+1.ODi+1.OWi Normal 40 mph wind with 1"radial ice 1.2D+1.OEv+1.OEh Normal Seismic 0.9D-1.OEv+1.OEh Normal Seismic(Reduced DL) 1.OD+1.OW Service Normal 60 mph Wind with No Ice 02007-2020 by ATC LLC.All rights reserved. Page 1 of 22 Model Id:5659 8/30/2021 11:07:31 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 SHAFT SECTION PROPERTIES Bottom Top Slip Sect Length Thick Fy Joint Joint Weight Dia Elev Area Ix W/t D/t Dia Elev Area Ix W/t D/t Taper Info (ft) (in) (ksi) Type len(in) (Ib) (in) (ft) (in2) (in°) Ratio Ratio (in) (in) (in2) (in°) Ratio Ratio (in/ft) 1-18 52.75 0.3750 65 0.00 9,805 54.08 0.000 63.91 23,286.2 23.66 144.20 38.46 52.75 45.33 8,309.1 16.32 102.57 0.2960 2-18 20.00 0.2500 65 Slip 69.00 2,023 40.66 47.000 32.07 6,617.9 26.92 162.66 34.75 67.00 27.37 4,115.2 22.74 138.98 0.2960 3-18 43.25 0.2500 65 Slip 63.00 3,521 36.80 61.750 29.00 4,894.9 24.19 147.20 24.00 105.00 18.84 1,343.0 15.16 96.00 0.2960 Shaft Weight 15,349 DISCRETE APPURTENANCE PROPERTIES Attach Vert No Ice Ice Elev Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qty Ka (ft) (Ib) (sf) Factor (Ib) (sf) Factor 105.00 7'Pine Tree Branches 3 1.00 0.000 75.00 3.500 1.00 159.16 5.857 1.00 105.00 8'Pine Tree Branches 1 1.00 3.000 75.00 3.620 1.00 159.16 6.057 1.00 104.00 7'Pine Tree Branches 1 1.00 0.000 75.00 3.500 1.00 159.08 5.854 1.00 103.00 7'Pine Tree Branches 4 1.00 0.000 75.00 3.500 1.00 159.00 5.852 1.00 102.00 Samsung MT6407-77A 3 0.80 0.000 81.60 4.709 0.61 147.08 5.685 0.61 102.00 7'Pine Tree Branches 1 1.00 0.000 75.00 3.500 1.00 158.92 5.850 1.00 101.00 7'Pine Tree Branches 2 1.00 0.000 75.00 3.500 1.00 158.84 5.847 1.00 101.00 RAD Array Tree Branches 3 1.00 0.000 95.00 4.430 1.00 201.19 7.401 1.00 100.00 Samsung RT4401-48A 3 0.80 0.000 18.60 0.996 0.50 35.91 1.435 0.50 100.00 JMA Wireless MXI0FIT865-xx 4 0.80 0.000 62.90 11.608 0.70 214.70 13.682 0.70 100.00 Raycap RCMDC-6627-PF-48 1 0.80 0.000 32.00 4.056 1.00 113.49 4.931 1.00 100.00 Samsung B2/B66A RRH-BR049 3 0.80 0.000 84.40 1.875 0.50 125.30 2.454 0.50 100.00 Samsung B5/B13 RRH-BR04C 3 0.80 0.000 70.30 1.875 0.50 106.98 2.454 0.50 100.00 JMA Wireless MX10FR0860-xx 2 0.80 0.000 68.40 13.716 0.75 240.53 16.099 0.75 100.00 Round Sector Frame 3 0.75 0.000 300.00 14.400 0.67 535.84 25.013 0.67 99.00 8'Pine Tree Branches 2 1.00 0.000 75.00 3.620 1.00 158.67 6.043 1.00 98.00 8'Pine Tree Branches 3 1.00 0.000 75.00 3.620 1.00 158.58 6.041 1.00 97.00 8'Pine Tree Branches 1 1.00 0.000 75.00 3.620 1.00 158.50 6.038 1.00 96.00 8'Pine Tree Branches 3 1.00 0.000 75.00 3.620 1.00 158.43 6.036 1.00 95.40 Ericsson RRUS 4478 B14 3 0.80 0.000 59.90 1.842 0.50 95.20 2.415 0.50 95.40 Ericsson RRUS 4415 B30 3 0.80 0.000 46.00 1.842 0.50 77.30 2.415 0.50 95.40 Ericsson RRUS 8843 B2, B66A 3 0.80 0.000 72.00 1.639 0.50 111.13 2.178 0.50 95.30 Ericsson RRUS 4449 B5,B12 3 0.80 0.000 71.00 1.969 0.50 112.14 2.564 0.50 95.00 8'Pine Tree Branches 2 1.00 0.000 75.00 3.620 1.00 158.35 6.034 1.00 94.60 Raycap DC6-48-60-18-8F 2 0.80 3.000 20.00 1.260 1.00 53.59 1.680 1.00 94.40 Raycap DC9-48-60-24-8C-EV 1 0.80 0.000 16.00 4.788 1.00 98.32 5.726 1.00 94.00 8'Pine Tree Branches 3 1.00 0.000 75.00 3.620 1.00 158.23 6.030 1.00 93.00 Round Sector Frame 3 0.75 0.000 300.00 14.400 0.75 534.00 24.930 0.75 93.00 RAD Array Tree Branches 3 1.00 0.000 95.00 4.430 0.70 200.26 7.375 0.70 93.00 9'Pine Tree Branches 4 1.00 0.000 85.00 3.700 0.70 179.18 6.160 0.70 91.00 9'Pine Tree Branches 3 1.00 0.000 85.00 3.700 1.00 179.02 6.156 1.00 90.00 Ericsson RRUS 11 B5 3 0.80 0.000 50.70 2.791 0.67 96.64 3.487 0.67 90.00 AndrewSBNH-1D6565C 3 0.80 3.000 66.10 11.440 0.70 211.64 13.493 0.70 90.00 Commscope NNH4-65C-R6N17 6 0.80 0.000 93.00 15.113 0.66 280.96 17.457 0.66 90.00 10'Pine Tree Branches 2 1.00 0.000 85.00 3.770 1.00 178.92 6.269 1.00 89.00 9'Pine Tree Branches 2 1.00 0.000 85.00 3.700 1.00 178.81 6.150 1.00 88.00 10'Pine Tree Branches 2 1.00 0.000 85.00 3.770 1.00 178.71 6.264 1.00 87.00 10'Pine Tree Branches 1 1.00 0.000 85.00 3.770 1.00 178.54 6.259 1.00 85.00 10'Pine Tree Branches 2 1.00 0.000 85.00 3.770 1.00 178.38 6.255 1.00 84.00 11'Pine Tree Branches 1 1.00 0.000 95.00 4.250 1.00 199.24 7.048 1.00 84.00 10'Pine Tree Branches 1 1.00 0.000 85.00 3.770 1.00 178.27 6.252 1.00 83.00 11'Pine Tree Branches 2 1.00 0.000 95.00 4.250 1.00 199.12 7.045 1.00 82.00 11'Pine Tree Branches 1 1.00 0.000 95.00 4.250 1.00 198.93 7.040 1.00 80.00 Round Sector Frame 3 0.75 0.000 300.00 14.400 0.75 530.61 24.777 0.75 80.00 Ericsson AIR 21 6 0.80 -1.000 91.00 6.049 0.70 182.02 7.404 0.70 80.00 RAD Array Tree Branches 3 1.00 0.000 95.00 4.430 1.00 198.73 7.332 1.00 80.00 Ericsson Radio 4449 B12,B71 3 0.80 0.000 74.00 1.639 0.50 109.10 2.168 0.50 80.00 RFS APXVAARR24 43-U-NA20 3 0.80 0.000 127.90 20.243 0.63 374.03 22.568 0.63 79.00 11'Pine Tree Branches 3 1.00 0.000 95.00 4.250 0.67 198.60 7.031 0.67 79.00 12'Pine Tree Branches 1 1.00 0.000 95.00 4.430 1.00 198.60 7.329 1.00 78.00 12'Pine Tree Branches 2 1.00 0.000 95.00 4.430 1.00 198.47 7.325 1.00 77.00 12'Pine Tree Branches 1 1.00 0.000 95.00 4.430 1.00 198.33 7.321 1.00 76.00 12'Pine Tree Branches 3 1.00 0.000 95.00 4.430 1.00 198.20 7.317 1.00 75.00 12'Pine Tree Branches 2 1.00 0.000 95.00 4.430 1.00 198.06 7.313 1.00 74.00 13'Pine Tree Branches 1 1.00 0.000 95.00 4.750 1.00 197.92 7.838 1.00 74.00 12'Pine Tree Branches 1 1.00 0.000 95.00 4.430 1.00 197.92 7.310 1.00 73.00 12'Pine Tree Branches 4 1.00 0.000 95.00 4.430 1.00 197.71 7.304 1.00 02007-2020 by ATC LLC.All rights reserved. Page 2 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 DISCRETE APPURTENANCE PROPERTIES Attach Vert No Ice Ice Elev Ecc Weight EPAa Orientation Weight EPAa Orientation (ft) Description Qty Ka (ft) (Ib) (sf) Factor (Ib) (sf) Factor 71.00 13'Pine Tree Branches 4 1.00 0.000 95.00 4.750 1.00 197.49 7.825 1.00 71.00 12'Pine Tree Branches 1 1.00 0.000 95.00 4.430 1.00 197.49 7.298 1.00 70.00 JMA Wireless MX08FR0665-21 3 0.80 0.000 64.50 12.489 0.64 223.49 14.227 0.64 70.00 13'Pine Tree Branches 2 1.00 0.000 95.00 4.750 1.00 197.35 7.820 1.00 70.00 Fujitsu TA08025-B605 3 0.80 0.000 75.00 1.962 0.50 113.75 2.531 0.50 70.00 Fujitsu TA08025-B604 3 0.80 0.000 63.90 1.962 0.50 99.97 2.531 0.50 70.00 Commscope RDIDC-9181-PF-48 1 0.80 0.000 21.90 1.867 1.00 57.10 2.424 1.00 70.00 Generic Flat T-Arm 3 0.75 0.000 312.50 12.900 0.67 474.10 17.959 0.67 69.00 13'Pine Tree Branches 4 1.00 0.000 95.00 4.750 1.00 197.20 7.816 1.00 68.00 13'Pine Tree Branches 1 1.00 0.000 95.00 4.750 1.00 197.05 7.811 1.00 67.00 13'Pine Tree Branches 1 1.00 0.000 95.00 4.750 1.00 196.90 7.807 1.00 67.00 12'Pine Tree Branches 3 1.00 0.000 95.00 4.430 1.00 196.90 7.281 1.00 66.00 13'Pine Tree Branches 2 1.00 0.000 95.00 4.750 1.00 196.74 7.802 1.00 65.00 13'Pine Tree Branches 5 1.00 0.000 95.00 4.750 1.00 196.58 7.798 1.00 64.00 14'Pine Tree Branches 1 1.00 0.000 95.00 5.000 1.00 196.43 8.203 1.00 64.00 13'Pine Tree Branches 1 1.00 0.000 95.00 4.750 1.00 196.43 7.793 1.00 63.00 14'Pine Tree Branches 2 1.00 0.000 95.00 5.000 1.00 196.27 8.198 1.00 62.00 13'Pine Tree Branches 3 1.00 0.000 95.00 4.750 1.00 196.16 7.785 1.00 60.00 14'Pine Tree Branches 3 1.00 0.000 95.00 5.000 1.00 195.77 8.182 1.00 60.00 13'Pine Tree Branches 1 1.00 0.000 95.00 4.750 1.00 195.77 7.773 1.00 59.00 14'Pine Tree Branches 1 1.00 0.000 95.00 5.000 1.00 195.60 8.177 1.00 59.00 12'Pine Tree Branches 1 1.00 0.000 95.00 4.430 1.00 195.60 7.245 1.00 58.00 14'Pine Tree Branches 3 1.00 0.000 95.00 5.000 1.00 195.42 8.171 1.00 57.00 14'Pine Tree Branches 1 1.00 0.000 95.00 5.000 1.00 195.25 8.166 1.00 57.00 14'Pine Tree Branches 1 1.00 0.000 95.00 5.000 1.00 195.25 8.166 1.00 57.00 15'Pine Tree Branches 1 1.00 0.000 95.00 5.250 1.00 195.25 8.574 1.00 56.00 13'Pine Tree Branches 1 1.00 0.000 95.00 4.750 1.00 195.07 7.752 1.00 56.00 14'Pine Tree Branches 1 1.00 0.000 95.00 5.000 1.00 195.07 8.160 1.00 55.00 14'Pine Tree Branches 1 1.00 0.000 95.00 5.000 1.00 194.89 8.154 1.00 54.00 15'Pine Tree Branches 2 1.00 0.000 95.00 5.250 1.00 194.70 8.556 1.00 53.00 15'Pine Tree Branches 2 1.00 0.000 95.00 5.250 1.00 194.59 8.552 1.00 52.00 15'Pine Tree Branches 2 1.00 0.000 95.00 5.250 1.00 194.32 8.543 1.00 51.00 15'Pine Tree Branches 1 1.00 0.000 95.00 5.250 1.00 194.13 8.537 1.00 51.00 14'Pine Tree Branches 1 1.00 0.000 95.00 5.000 1.00 194.13 8.130 1.00 50.00 14'Pine Tree Branches 2 1.00 0.000 95.00 5.000 1.00 193.93 8.124 1.00 49.00 14'Pine Tree Branches 1 1.00 0.000 95.00 5.000 1.00 193.73 8.118 1.00 48.00 14'Pine Tree Branches 2 1.00 0.000 95.00 5.000 1.00 193.52 8.111 1.00 48.00 13'Pine Tree Branches 2 1.00 0.000 95.00 4.750 1.00 193.52 7.706 1.00 47.00 14'Pine Tree Branches 2 1.00 0.000 95.00 5.000 1.00 193.21 8.101 1.00 45.00 12'Pine Tree Branches 1 1.00 0.000 95.00 4.430 1.00 192.88 7.169 1.00 44.00 12'Pine Tree Branches 2 1.00 0.000 95.00 4.430 1.00 192.66 7.162 1.00 43.00 12'Pine Tree Branches 1 1.00 0.000 95.00 4.430 1.00 192.20 7.150 1.00 30.00 Symmetricom 58532A 1 1.00 0.000 0.40 0.187 1.00 4.86 0.362 1.00 Totals Num Loadings: 100 221 20,927.90 43,077.30 LINEAR APPURTENANCE PROPERTIES Load Case Azimuth(deg): _ Dist Elev Elev Coax Coax Max Dist Dist From From To Dia Wt Coax/ Between Between Azimuth Face Exposed (ft) (ft) Qty Description (in) (Ib/ft) Flat Row Rows(in) Cols(in) (deg) (in) To Wind Carrier 0.00 100.00 2 1 5/8"(1.63"-41.3mm) 1.63 1.61 N 0 0 0 0 0 N VERIZON WIREL 0.00 96.00 4 2"conduit 2.38 3.65 N 0 0 0 0 0 N AT&T MOBILITY 0.00 95.00 7 0.78"(19.7mm)8 AWG 0.78 0.59 N 0 0 0 0 0 N AT&T MOBILITY 0.00 95.00 3 0.40"(10.3mm) Fiber 0.4 0.09 N 0 0 0 0 0 N AT&T MOBILITY 0.00 80.00 6 7/8"Coax 1.09 0.33 N 0 0 0 0 0 N T-MOBILE 0.00 80.00 2 1.31"(33.3mm) Hybrid 1.31 1.48 N 0 0 0 0 0 N T-MOBILE 0.00 70.00 1 1.41"(35.8mm) Hybrid 1.41 1.66 N 0 0 0 0 0 N DISH WIRELESS 0.00 30.00 1 1/2"Coax 0.63 0.15 N 1 1 1 90 1 Y T-MOBILE 02007-2020 by ATC LLC.All rights reserved. Page 3 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 SEGMENT PROPERTIES (Max Len: 1 O.ft) Seg Top Description Thick Flat Dia Area Ix W/t D/t F'y S Z Weight Elev(ft) (in) (in) (in2) (in°) Ratio Ratio (ksi) (in3) (in3) (Ib) 0.00 0.3750 54.075 63.914 23,286.20 23.66 144.20 73.6 848.2 0.0 0.0 10.00 0.3750 51.115 60.392 19,644.40 22.27 136.31 75.2 757.0 0.0 2,114.9 20.00 0.3750 48.156 56.869 16,403.60 20.88 128.42 76.8 670.9 0.0 1,995.1 30.00 0.3750 45.196 53.347 13,540.40 19.49 120.52 78.5 590.1 0.0 1,875.2 40.00 0.3750 42.237 49.824 11,031.40 18.10 112.63 80.1 514.4 0.01,755.3 43.00 0.3750 41.349 48.768 10,344.30 17.68 110.26 80.6 492.7 0.0 503.2 44.00 0.3750 41.053 48.415 10,121.80 17.54 109.47 80.8 485.6 0.0 165.3 45.00 0.3750 40.757 48.063 9,902.40 17.40 108.69 80.9 478.5 0.0 164.1 47.00 Bot-Section 2 0.3750 40.165 47.359 9,473.40 17.12 107.11 81.3 464.6 0.0 324.7 48.00 0.3750 39.869 47.006 9,263.50 16.98 106.32 81.4 457.6 0.0 269.3 49.00 0.3750 39.573 46.654 9,056.80 16.84 105.53 81.6 450.8 0.0 267.3 50.00 0.3750 39.277 46.302 8,853.20 16.71 104.74 81.8 444.0 0.0 265.3 51.00 0.3750 38.981 45.950 8,652.70 16.57 103.95 81.9 437.2 0.0 263.3 52.00 0.3750 38.685 45.597 8,455.30 16.43 103.16 82.1 430.5 0.0 261.3 52.75 Top-Section 1 0.2500 38.963 30.718 5,816.60 25.72 155.85 71.2 294.0 0.0 194.7 53.00 0.2500 38.889 30.659 5,783.30 25.67 155.56 71.2 292.9 0.0 26.1 54.00 0.2500 38.594 30.424 5,651.50 25.46 154.37 71.5 288.4 0.0 103.9 55.00 0.2500 38.298 30.190 5,521.60 25.25 153.19 71.7 284.0 0.0 103.1 56.00 0.2500 38.002 29.955 5,393.80 25.04 152.01 71.9 279.6 0.0 102.3 57.00 0.2500 37.706 29.720 5,267.90 24.83 150.82 72.2 275.2 0.0 101.5 58.00 0.2500 37.410 29.485 5,144.00 24.62 149.64 72.4 270.8 0.0 100.7 59.00 0.2500 37.114 29.250 5,022.10 24.41 148.46 72.7 266.5 0.0 99.9 60.00 0.2500 36.818 29.016 4,902.10 24.20 147.27 72.9 262.2 0.0 99.1 61.75 Bot-Section 3 0.2500 36.300 28.605 4,696.70 23.84 145.20 73.4 254.8 0.0 171.6 62.00 0.2500 36.226 28.546 4,667.90 23.79 144.90 73.4 253.8 0.0 49.0 63.00 0.2500 35.930 28.311 4,553.60 23.58 143.72 73.7 249.6 0.0 194.8 64.00 0.2500 35.634 28.076 4,441.20 23.37 142.54 73.9 245.5 0.0 193.2 65.00 0.2500 35.338 27.841 4,330.70 23.16 141.35 74.2 241.4 0.0 191.6 66.00 0.2500 35.042 27.607 4,222.10 22.95 140.17 74.4 237.3 0.0 190.0 67.00 Top-Section 2 0.2500 35.246 27.768 4,296.80 23.10 140.98 74.2 240.1 0.0 188.4 68.00 0.2500 34.950 27.534 4,188.70 22.89 139.80 74.5 236.1 0.0 94.1 69.00 0.2500 34.654 27.299 4,082.40 22.68 138.62 74.7 232.0 0.0 93.3 70.00 0.2500 34.358 27.064 3,978.00 22.47 137.43 75 228.0 0.0 92.5 71.00 0.2500 34.062 26.829 3,875.30 22.26 136.25 75.2 224.1 0.0 91.7 73.00 0.2500 33.470 26.359 3,675.40 21.84 133.88 75.7 216.3 0.0 181.0 74.00 0.2500 33.174 26.125 3,578.00 21.63 132.70 76 212.4 0.0 89.3 75.00 0.2500 32.879 25.890 3,482.40 21.43 131.51 76.2 208.6 0.0 88.5 76.00 0.2500 32.583 25.655 3,388.50 21.22 130.33 76.4 204.8 0.0 87.7 77.00 0.2500 32.287 25.420 3,296.30 21.01 129.15 76.7 201.1 0.0 86.9 78.00 0.2500 31.991 25.185 3,205.80 20.80 127.96 76.9 197.4 0.0 86.1 79.00 0.2500 31.695 24.950 3,116.90 20.59 126.78 77.2 193.7 0.0 85.3 80.00 0.2500 31.399 24.716 3,029.70 20.38 125.59 77.4 190.1 0.0 84.5 82.00 0.2500 30.807 24.246 2,860.30 19.97 123.23 77.9 182.9 0.0 166.6 83.00 0.2500 30.511 24.011 2,778.00 19.76 122.04 78.2 179.3 0.0 82.1 84.00 0.2500 30.215 23.776 2,697.30 19.55 120.86 78.4 175.8 0.0 81.3 85.00 0.2500 29.919 23.541 2,618.10 19.34 119.68 78.7 172.4 0.0 80.5 87.00 0.2500 29.327 23.072 2,464.50 18.92 117.31 79.1 165.5 0.0 158.6 88.00 0.2500 29.031 22.837 2,390.00 18.71 116.12 79.4 162.2 0.0 78.1 89.00 0.2500 28.735 22.602 2,317.10 18.50 114.94 79.6 158.8 0.0 77.3 90.00 0.2500 28.439 22.367 2,245.60 18.30 113.76 79.9 155.5 0.0 76.5 91.00 0.2500 28.143 22.132 2,175.60 18.09 112.57 80.1 152.3 0.0 75.7 93.00 0.2500 27.551 21.663 2,040.00 17.67 110.21 80.6 145.8 0.0 149.0 94.00 0.2500 27.255 21.428 1,974.40 17.46 109.02 80.9 142.7 0.0 73.3 94.40 0.2500 27.137 21.334 1,948.60 17.38 108.55 81 141.4 0.0 29.1 94.60 0.2500 27.078 21.287 1,935.70 17.33 108.31 81 140.8 0.0 14.5 95.00 0.2500 26.959 21.193 1,910.20 17.25 107.84 81.1 139.6 0.0 28.9 95.30 0.2500 26.871 21.123 1,891.20 17.19 107.48 81.2 138.6 0.0 21.6 95.40 0.2500 26.841 21.099 1,884.90 17.17 107.36 81.2 138.3 0.0 7.2 96.00 0.2500 26.663 20.958 1,847.40 17.04 106.65 81.4 136.5 0.0 42.9 97.00 0.2500 26.368 20.724 1,786.00 16.83 105.47 81.6 133.4 0.0 70.9 02007-2020 by ATC LLC.All rights reserved. Page 4 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 SEGMENT PROPERTIES (Max Len: 1 O.ft) Seg Top Description Thick Flat Dia Area Ix W/t D/t F'y S Z Weight Elev(ft) (in) (in) (in2) (in°) Ratio Ratio (ksi) (in3) (in3) (Ib) 98.00 0.2500 26.072 20.489 1,726.00 16.63 104.29 81.8 130.4 0.0 70.1 99.00 0.2500 25.776 20.254 1,667.30 16.42 103.10 82.1 127.4 0.0 69.3 100.00 0.2500 25.480 20.019 1,610.00 16.21 101.92 82.3 124.5 0.0 68.5 101.00 0.2500 25.184 19.784 1,554.00 16.00 100.73 82.6 121.5 0.0 67.7 102.00 0.2500 24.888 19.549 1,499.30 15.79 99.55 82.6 118.7 0.0 66.9 103.00 0.2500 24.592 19.315 1,445.90 15.58 98.37 82.6 115.8 0.0 66.1 104.00 0.2500 24.296 19.080 1,393.80 15.37 97.18 82.6 113.0 0.0 65.3 105.00 0.2500 24.000 18.845 1,343.00 15.16 96.00 82.6 110.2 0.0 64.5 Totals: 15,347.6 02007-2020 by ATC LLC.All rights reserved. Page 5 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 Load Case: 1.2D+1.OW Normal 109 mph wind with no ice 22 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.20 Wind Load Factor: 1.00 CALCULATEDFORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -46.58 -42.32 0.00 -3,190.5 0.00 3,190.47 4,231.87 1,121.69 5,440.43 4,679.91 0 0 0.694 10.00 -43.43 -41.75 0.00 -2,767.2 0.00 2,767.24 4,087.60 1,059.87 4,857.34 4,269.52 0.4 -0.36 0.660 20.00 -40.43 -41.15 0.00 -2,349.8 0.00 2,349.75 3,932.96 998.05 4,307.30 3,866.62 1.56 -0.73 0.620 30.00 -37.59 -40.49 0.00 -1,938.3 0.00 1,938.26 3,767.93 936.24 3,790.30 3,473.15 3.51 -1.11 0.570 40.00 -34.99 -40.01 0.00 -1,533.4 0.00 1,533.42 3,592.53 874.42 3,306.34 3,091.00 6.23 -1.47 0.508 43.00 -34.12 -39.72 0.00 -1,413.4 0.00 1,413.38 3,537.89 855.87 3,167.60 2,978.85 7.19 -1.59 0.486 44.00 -33.64 -39.35 0.00 -1,373.7 0.00 1,373.66 3,519.47 849.69 3,122.01 2,941.74 7.53 -1.62 0.479 45.00 -33.27 -39.09 0.00 -1,334.3 0.00 1,334.31 3,500.94 843.51 3,076.75 2,904.77 7.87 -1.66 0.471 47.00 -32.56 -38.64 0.00 -1,256.1 0.00 1,256.12 3,463.58 831.14 2,987.23 2,831.26 8.58 -1.74 0.455 48.00 -31.74 -37.89 0.00 -1,217.5 0.00 1,217.48 3,444.74 824.96 2,942.97 2,794.73 8.95 -1.77 0.447 49.00 -31.26 -37.64 0.00 -1,179.6 0.00 1,179.60 3,425.80 818.78 2,899.03 2,758.34 9.33 -1.81 0.439 50.00 -30.67 -37.21 0.00 -1,142.0 0.00 1,141.97 3,406.75 812.60 2,855.43 2,722.09 9.71 -1.85 0.431 51.00 -30.08 -36.77 0.00 -1,104.8 0.00 1,104.76 3,387.60 806.42 2,812.15 2,686.01 10.1 -1.88 0.422 52.00 -29.50 -36.33 0.00 -1,068.0 0.00 1,067.99 3,368.35 800.23 2,769.21 2,650.07 10.5 -1.92 0.414 52.75 -29.23 -36.29 0.00 -1,040.7 0.00 1,040.74 1,967.08 539.10 1,885.00 1,569.07 10.81 -1.94 0.683 53.00 -28.96 -35.88 0.00 -1,031.7 0.00 1,031.67 1,965.01 538.07 1,877.80 1,564.41 10.91 -1.95 0.679 54.00 -28.56 -35.44 0.00 -995.8 0.00 995.79 1,956.69 533.95 1,849.15 1,545.77 11.32 -2 0.663 55.00 -28.26 -35.19 0.00 -960.4 0.00 960.36 1,948.25 529.83 1,820.71 1,527.15 11.75 -2.05 0.648 56.00 -27.86 -34.78 0.00 -925.2 0.00 925.16 1,939.72 525.71 1,792.50 1,508.55 12.18 -2.1 0.632 57.00 -27.36 -34.16 0.00 -890.4 0.00 890.39 1,931.08 521.59 1,764.51 1,489.98 12.63 -2.15 0.616 58.00 -26.86 -33.55 0.00 -856.2 0.00 856.22 1,922.34 517.46 1,736.74 1,471.44 13.09 -2.2 0.600 59.00 -26.47 -33.14 0.00 -822.7 0.00 822.67 1,913.49 513.34 1,709.19 1,452.93 13.55 -2.24 0.584 60.00 -25.85 -32.33 0.00 -789.5 0.00 789.54 1,904.54 509.22 1,681.86 1,434.44 14.03 -2.29 0.568 61.75 -25.57 -32.26 0.00 -733.0 0.00 732.96 1,888.62 502.01 1,634.56 1,402.17 14.88 -2.37 0.540 62.00 -25.17 -31.69 0.00 -724.9 0.00 724.90 1,886.32 500.98 1,627.86 1,397.57 15.01 -2.38 0.536 63.00 -24.67 -31.24 0.00 -693.2 0.00 693.21 1,877.06 496.86 1,601.19 1,379.19 15.51 -2.42 0.520 64.00 -24.17 -30.81 0.00 -662.0 0.00 661.97 1,867.70 492.74 1,574.74 1,360.85 16.02 -2.46 0.503 65.00 -23.35 -29.84 0.00 -631.2 0.00 631.17 1,858.23 488.62 1,548.51 1,342.54 16.54 -2.5 0.486 66.00 -22.86 -29.41 0.00 -601.3 0.00 601.32 1,848.65 484.49 1,522.50 1,324.28 17.07 -2.54 0.470 67.00 -22.16 -28.66 0.00 -571.9 0.00 571.91 1,855.26 487.34 1,540.41 1,336.87 17.61 -2.58 0.443 68.00 -21.89 -28.41 0.00 -543.3 0.00 543.26 1,845.66 483.21 1,514.47 1,318.62 18.16 -2.62 0.427 69.00 -21.31 -27.61 0.00 -514.8 0.00 514.85 1,835.95 479.09 1,488.75 1,300.41 18.71 -2.66 0.411 70.00 -19.14 -25.44 0.00 -487.2 0.00 487.24 1,826.14 474.97 1,463.25 1,282.26 19.27 -2.69 0.393 71.00 -18.45 -24.44 0.00 -461.8 0.00 461.80 1,816.22 470.85 1,437.97 1,264.15 19.84 -2.73 0.378 73.00 -17.73 -23.64 0.00 -412.9 0.00 412.93 1,796.07 462.61 1,388.07 1,228.08 21 -2.79 0.349 74.00 -17.37 -23.21 0.00 -389.3 0.00 389.28 1,785.84 458.49 1,363.45 1,210.13 21.58 -2.82 0.334 75.00 -17.01 -22.80 0.00 -366.1 0.00 366.07 1,775.51 454.37 1,339.05 1,192.23 22.18 -2.85 0.319 76.00 -16.55 -22.21 0.00 -343.3 0.00 343.27 1,765.08 450.24 1,314.87 1,174.39 22.78 -2.88 0.304 77.00 -16.30 -21.96 0.00 -321.1 0.00 321.07 1,754.54 446.12 1,290.91 1,156.61 23.39 -2.91 0.289 78.00 -15.95 -21.54 0.00 -299.1 0.00 299.10 1,743.89 442.00 1,267.17 1,138.89 24 -2.94 0.274 79.00 -15.38 -20.95 0.00 -277.6 0.00 277.56 1,733.15 437.88 1,243.66 1,121.23 24.62 -2.96 0.259 80.00 -12.62 -17.27 0.00 -256.6 0.00 256.61 1,722.30 433.76 1,220.36 1,103.65 25.24 -2.99 0.241 82.00 -12.26 -16.99 0.00 -222.1 0.00 222.07 1,700.28 425.52 1,174.43 1,068.67 26.5 -3.03 0.217 83.00 -11.92 -16.58 0.00 -205.1 0.00 205.08 1,689.12 421.40 1,151.79 1,051.29 27.14 -3.05 0.204 84.00 -11.60 -16.18 0.00 -188.5 0.00 188.51 1,677.85 417.27 1,129.37 1,033.98 27.78 -3.07 0.191 85.00 -11.28 -15.77 0.00 -172.3 0.00 172.33 1,666.48 413.15 1,107.18 1,016.75 28.43 -3.09 0.178 87.00 -10.94 -15.51 0.00 -140.8 0.00 140.78 1,643.43 404.91 1,063.45 982.51 29.73 -3.13 0.151 88.00 -10.64 -15.13 0.00 -125.3 0.00 125.27 1,631.75 400.79 1,041.91 965.51 30.38 -3.14 0.138 89.00 -10.33 -14.76 0.00 -110.1 0.00 110.13 1,619.97 396.67 1,020.60 948.60 31.04 -3.15 0.124 90.00 -9.09 -11.54 0.00 -93.1 0.00 93.11 1,608.08 392.55 999.50 931.77 31.71 -3.17 0.106 91.00 -8.69 -10.98 0.00 -81.6 0.00 81.57 1,596.08 388.43 978.63 915.03 32.37 -3.18 0.095 93.00 -6.73 -9.05 0.00 -59.6 0.00 59.60 1,571.79 380.18 937.54 881.80 33.71 -3.2 0.072 94.00 -6.38 -8.56 0.00 -50.6 0.00 50.55 1,559.48 376.06 917.33 865.33 34.38 -3.2 0.063 94.40 -6.32 -8.38 0.00 -47.1 0.00 47.13 1,554.53 374.41 909.30 858.77 34.65 -3.21 0.059 94.60 -6.26 -8.28 0.00 -45.2 0.00 45.21 1,552.05 373.59 905.30 855.49 34.78 -3.21 0.057 95.00 -6.05 -7.96 0.00 -41.9 0.00 41.90 1,547.08 371.94 897.33 848.95 35.05 -3.21 0.054 95.30 -5.77 -7.84 0.00 -39.5 0.00 39.51 1,543.33 370.70 891.38 844.06 35.25 -3.21 0.051 95.40 -5.13 -7.53 0.00 -38.7 0.00 38.73 1,542.08 370.29 889.40 842.43 35.32 -3.21 0.050 96.00 -4.82 -7.03 0.00 -34.2 0.00 34.21 1,534.56 367.82 877.56 832.67 35.72 -3.22 0.045 97.00 -4.66 -6.81 0.00 -27.2 0.00 27.18 1,521.95 363.70 858.01 816.48 36.4 -3.22 0.037 98.00 -4.33 -6.30 0.00 -20.4 0.00 20.37 1,509.23 359.58 838.68 800.40 37.07 -3.23 0.029 99.00 -4.08 -5.94 0.00 -14.1 0.00 14.06 1,496.41 355.46 819.56 784.42 37.75 -3.23 0.021 100.00 -1.96 -2.84 0.00 -8.1 0.00 8.13 1,483.48 351.33 800.67 768.54 38.42 -3.23 0.012 101.00 -1.40 -1.95 0.00 -5.3 0.00 5.28 1,469.87 347.21 782.00 752.46 39.1 -3.23 0.008 102.00 -0.96 -1.46 0.00 -3.3 0.00 3.33 1,452.42 343.09 763.55 734.62 39.78 -3.23 0.005 02007-2020 by ATC LLC.All rights reserved. Page 6 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 103.00 -0.56 -0.82 0.00 -1.9 0.00 1.88 1,434.97 338.97 745.32 716.99 40.45 -3.23 0.003 104.00 -0.40 -0.62 0.00 -1.1 0.00 1.06 1,417.53 334.85 727.31 699.57 41.13 -3.23 0.002 105.00 0.00 -0.59 0.00 -0.4 0.00 0.44 1,400.08 330.73 709.52 682.37 41.81 -3.23 0.001 02007-2020 by ATC LLC.All rights reserved. Page 7 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 Load Case:0.9D+1.OW Normal 109 mph wind with no ice 22 Iterations Gust Response Factor: 1.10 Dead load Factor: 0.90 Wind Load Factor: 1.00 CALCULATEDFORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -34.90 -42.28 0.00 -3,172.0 0.00 3,171.95 4,231.87 1,121.69 5,440.43 4,679.91 0 0 0.687 10.00 -32.48 -41.64 0.00 -2,749.1 0.00 2,749.11 4,087.60 1,059.87 4,857.34 4,269.52 0.39 -0.36 0.653 20.00 -30.16 -40.98 0.00 -2,332.7 0.00 2,332.69 3,932.96 998.05 4,307.30 3,866.62 1.55 -0.73 0.613 30.00 -27.97 -40.26 0.00 -1,922.9 0.00 1,922.90 3,767.93 936.24 3,790.30 3,473.15 3.49 -1.1 0.563 40.00 -25.99 -39.77 0.00 -1,520.3 0.00 1,520.28 3,592.53 874.42 3,306.34 3,091.00 6.19 -1.46 0.501 43.00 -25.33 -39.47 0.00 -1,401.0 0.00 1,400.97 3,537.89 855.87 3,167.60 2,978.85 7.14 -1.57 0.480 44.00 -24.97 -39.09 0.00 -1,361.5 0.00 1,361.51 3,519.47 849.69 3,122.01 2,941.74 7.48 -1.61 0.472 45.00 -24.68 -38.83 0.00 -1,322.4 0.00 1,322.42 3,500.94 843.51 3,076.75 2,904.77 7.82 -1.65 0.464 47.00 -24.14 -38.38 0.00 -1,244.8 0.00 1,244.75 3,463.58 831.14 2,987.23 2,831.26 8.53 -1.72 0.449 48.00 -23.53 -37.62 0.00 -1,206.4 0.00 1,206.37 3,444.74 824.96 2,942.97 2,794.73 8.89 -1.76 0.441 49.00 -23.16 -37.37 0.00 -1,168.8 0.00 1,168.75 3,425.80 818.78 2,899.03 2,758.34 9.26 -1.8 0.433 50.00 -22.71 -36.94 0.00 -1,131.4 0.00 1,131.38 3,406.75 812.60 2,855.43 2,722.09 9.64 -1.83 0.424 51.00 -22.27 -36.50 0.00 -1,094.4 0.00 1,094.44 3,387.60 806.42 2,812.15 2,686.01 10.03 -1.87 0.416 52.00 -21.84 -36.07 0.00 -1,057.9 0.00 1,057.94 3,368.35 800.23 2,769.21 2,650.07 10.43 -1.9 0.408 52.75 -21.63 -36.02 0.00 -1,030.9 0.00 1,030.89 1,967.08 539.10 1,885.00 1,569.07 10.73 -1.93 0.672 53.00 -21.43 -35.61 0.00 -1,021.9 0.00 1,021.88 1,965.01 538.07 1,877.80 1,564.41 10.83 -1.94 0.668 54.00 -21.12 -35.17 0.00 -986.3 0.00 986.27 1,956.69 533.95 1,849.15 1,545.77 11.24 -1.99 0.653 55.00 -20.90 -34.92 0.00 -951.1 0.00 951.10 1,948.25 529.83 1,820.71 1,527.15 11.67 -2.04 0.638 56.00 -20.59 -34.50 0.00 -916.2 0.00 916.18 1,939.72 525.71 1,792.50 1,508.55 12.1 -2.08 0.622 57.00 -20.22 -33.88 0.00 -881.7 0.00 881.68 1,931.08 521.59 1,764.51 1,489.98 12.54 -2.13 0.606 58.00 -19.84 -33.27 0.00 -847.8 0.00 847.80 1,922.34 517.46 1,736.74 1,471.44 12.99 -2.18 0.591 59.00 -19.54 -32.86 0.00 -814.5 0.00 814.53 1,913.49 513.34 1,709.19 1,452.93 13.45 -2.22 0.575 60.00 -19.08 -32.05 0.00 -781.7 0.00 781.67 1,904.54 509.22 1,681.86 1,434.44 13.93 -2.27 0.559 61.75 -18.86 -31.97 0.00 -725.6 0.00 725.59 1,888.62 502.01 1,634.56 1,402.17 14.77 -2.35 0.532 62.00 -18.56 -31.40 0.00 -717.6 0.00 717.60 1,886.32 500.98 1,627.86 1,397.57 14.9 -2.36 0.527 63.00 -18.19 -30.96 0.00 -686.2 0.00 686.20 1,877.06 496.86 1,601.19 1,379.19 15.4 -2.4 0.511 64.00 -17.81 -30.52 0.00 -655.2 0.00 655.24 1,867.70 492.74 1,574.74 1,360.85 15.9 -2.44 0.495 65.00 -17.21 -29.57 0.00 -624.7 0.00 624.71 1,858.23 488.62 1,548.51 1,342.54 16.42 -2.48 0.478 66.00 -16.84 -29.14 0.00 -595.2 0.00 595.15 1,848.65 484.49 1,522.50 1,324.28 16.95 -2.52 0.462 67.00 -16.32 -28.38 0.00 -566.0 0.00 566.01 1,855.26 487.34 1,540.41 1,336.87 17.48 -2.56 0.436 68.00 -16.11 -28.13 0.00 -537.6 0.00 537.63 1,845.66 483.21 1,514.47 1,318.62 18.02 -2.6 0.420 69.00 -15.68 -27.34 0.00 -509.5 0.00 509.50 1,835.95 479.09 1,488.75 1,300.41 18.57 -2.64 0.404 70.00 -14.07 -25.19 0.00 -482.2 0.00 482.15 1,826.14 474.97 1,463.25 1,282.26 19.13 -2.67 0.387 71.00 -13.56 -24.20 0.00 -457.0 0.00 456.96 1,816.22 470.85 1,437.97 1,264.15 19.69 -2.7 0.372 73.00 -13.03 -23.41 0.00 -408.6 0.00 408.57 1,796.07 462.61 1,388.07 1,228.08 20.84 -2.77 0.343 74.00 -12.76 -22.98 0.00 -385.2 0.00 385.17 1,785.84 458.49 1,363.45 1,210.13 21.42 -2.8 0.328 75.00 -12.49 -22.57 0.00 -362.2 0.00 362.19 1,775.51 454.37 1,339.05 1,192.23 22.01 -2.83 0.313 76.00 -12.15 -21.98 0.00 -339.6 0.00 339.62 1,765.08 450.24 1,314.87 1,174.39 22.61 -2.86 0.298 77.00 -11.97 -21.73 0.00 -317.6 0.00 317.64 1,754.54 446.12 1,290.91 1,156.61 23.21 -2.88 0.284 78.00 -11.71 -21.32 0.00 -295.9 0.00 295.91 1,743.89 442.00 1,267.17 1,138.89 23.82 -2.91 0.269 79.00 -11.28 -20.73 0.00 -274.6 0.00 274.59 1,733.15 437.88 1,243.66 1,121.23 24.43 -2.94 0.254 80.00 -9.25 -17.09 0.00 -253.9 0.00 253.86 1,722.30 433.76 1,220.36 1,103.65 25.05 -2.96 0.237 82.00 -8.98 -16.81 0.00 -219.7 0.00 219.68 1,700.28 425.52 1,174.43 1,068.67 26.3 -3.01 0.212 83.00 -8.73 -16.40 0.00 -202.9 0.00 202.87 1,689.12 421.40 1,151.79 1,051.29 26.93 -3.03 0.200 84.00 -8.49 -16.01 0.00 -186.5 0.00 186.47 1,677.85 417.27 1,129.37 1,033.98 27.56 -3.05 0.187 85.00 -8.26 -15.61 0.00 -170.5 0.00 170.46 1,666.48 413.15 1,107.18 1,016.75 28.2 -3.06 0.174 87.00 -8.01 -15.35 0.00 -139.2 0.00 139.25 1,643.43 404.91 1,063.45 982.51 29.5 -3.1 0.148 88.00 -7.78 -14.97 0.00 -123.9 0.00 123.90 1,631.75 400.79 1,041.91 965.51 30.15 -3.11 0.134 89.00 -7.56 -14.61 0.00 -108.9 0.00 108.93 1,619.97 396.67 1,020.60 948.60 30.8 -3.13 0.121 90.00 -6.67 -11.40 0.00 -92.1 0.00 92.06 1,608.08 392.55 999.50 931.77 31.46 -3.14 0.104 91.00 -6.38 -10.85 0.00 -80.7 0.00 80.66 1,596.08 388.43 978.63 915.03 32.12 -3.15 0.093 93.00 -4.93 -8.95 0.00 -59.0 0.00 58.96 1,571.79 380.18 937.54 881.80 33.44 -3.17 0.071 94.00 -4.67 -8.46 0.00 -50.0 0.00 50.01 1,559.48 376.06 917.33 865.33 34.1 -3.18 0.061 94.40 -4.63 -8.29 0.00 -46.6 0.00 46.63 1,554.53 374.41 909.30 858.77 34.37 -3.18 0.058 94.60 -4.58 -8.19 0.00 -44.7 0.00 44.73 1,552.05 373.59 905.30 855.49 34.5 -3.18 0.056 95.00 -4.43 -7.87 0.00 -41.5 0.00 41.46 1,547.08 371.94 897.33 848.95 34.77 -3.18 0.052 95.30 -4.22 -7.75 0.00 -39.1 0.00 39.10 1,543.33 370.70 891.38 844.06 34.97 -3.19 0.049 95.40 -3.75 -7.45 0.00 -38.3 0.00 38.32 1,542.08 370.29 889.40 842.43 35.04 -3.19 0.048 96.00 -3.53 -6.96 0.00 -33.8 0.00 33.85 1,534.56 367.82 877.56 832.67 35.44 -3.19 0.043 97.00 -3.40 -6.74 0.00 -26.9 0.00 26.89 1,521.95 363.70 858.01 816.48 36.11 -3.19 0.036 98.00 -3.16 -6.23 0.00 -20.2 0.00 20.15 1,509.23 359.58 838.68 800.40 36.78 -3.2 0.028 99.00 -2.98 -5.87 0.00 -13.9 0.00 13.92 1,496.41 355.46 819.56 784.42 37.45 -3.2 0.020 02007-2020 by ATC LLC.All rights reserved. Page 8 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 100.00 -1.43 -2.81 0.00 -8.0 0.00 8.05 1,483.48 351.33 800.67 768.54 38.12 -3.2 0.011 101.00 -1.03 -1.93 0.00 -5.2 0.00 5.23 1,469.87 347.21 782.00 752.46 38.79 -3.2 0.008 102.00 -0.70 -1.44 0.00 -3.3 0.00 3.30 1,452.42 343.09 763.55 734.62 39.46 -3.2 0.005 103.00 -0.41 -0.81 0.00 -1.9 0.00 1.86 1,434.97 338.97 745.32 716.99 40.13 -3.2 0.003 104.00 -0.29 -0.61 0.00 -1.0 0.00 1.05 1,417.53 334.85 727.31 699.57 40.8 -3.2 0.002 105.00 0.00 -0.59 0.00 -0.4 0.00 0.44 1,400.08 330.73 709.52 682.37 41.47 -3.21 0.001 02007-2020 by ATC LLC.All rights reserved. Page 9 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 Load Case: 1.2D+1.ODi+1.OWi Normal 40 mph wind with 1"radial ice 21 Iterations Gust Response Factor: 1.10 Ice Dead Load Factor 1.00 Dead load Factor: 1.20 Ice Importance Factor 1.00 Wind Load Factor: 1.00 CALCULATEDFORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -69.01 -8.97 0.00 -676.5 0.00 676.48 4,231.87 1,121.69 5,440.43 4,679.91 0 0 0.161 10.00 -65.57 -8.86 0.00 -586.8 0.00 586.82 4,087.60 1,059.87 4,857.34 4,269.52 0.08 -0.08 0.154 20.00 -62.24 -8.75 0.00 -498.2 0.00 498.22 3,932.96 998.05 4,307.30 3,866.62 0.33 -0.16 0.145 30.00 -59.06 -8.62 0.00 -410.8 0.00 410.76 3,767.93 936.24 3,790.30 3,473.15 0.74 -0.23 0.134 40.00 -56.05 -8.52 0.00 -324.6 0.00 324.59 3,592.53 874.42 3,306.34 3,091.00 1.32 -0.31 0.121 43.00 -54.99 -8.46 0.00 -299.0 0.00 299.03 3,537.89 855.87 3,167.60 2,978.85 1.52 -0.34 0.116 44.00 -54.33 -8.38 0.00 -290.6 0.00 290.57 3,519.47 849.69 3,122.01 2,941.74 1.6 -0.34 0.114 45.00 -53.85 -8.32 0.00 -282.2 0.00 282.19 3,500.94 843.51 3,076.75 2,904.77 1.67 -0.35 0.113 47.00 -52.91 -8.23 0.00 -265.5 0.00 265.54 3,463.58 831.14 2,987.23 2,831.26 1.82 -0.37 0.109 48.00 -51.74 -8.06 0.00 -257.3 0.00 257.32 3,444.74 824.96 2,942.97 2,794.73 1.9 -0.38 0.107 49.00 -51.15 -8.01 0.00 -249.3 0.00 249.26 3,425.80 818.78 2,899.03 2,758.34 1.98 -0.38 0.105 50.00 -50.36 -7.91 0.00 -241.2 0.00 241.25 3,406.75 812.60 2,855.43 2,722.09 2.06 -0.39 0.104 51.00 -49.58 -7.82 0.00 -233.3 0.00 233.34 3,387.60 806.42 2,812.15 2,686.01 2.14 -0.4 0.102 52.00 -48.80 -7.72 0.00 -225.5 0.00 225.52 3,368.35 800.23 2,769.21 2,650.07 2.23 -0.41 0.100 52.75 -48.50 -7.71 0.00 -219.7 0.00 219.73 1,967.08 539.10 1,885.00 1,569.07 2.29 -0.41 0.165 53.00 -48.07 -7.62 0.00 -217.8 0.00 217.81 1,965.01 538.07 1,877.80 1,564.41 2.31 -0.41 0.164 54.00 -47.47 -7.53 0.00 -210.2 0.00 210.19 1,956.69 533.95 1,849.15 1,545.77 2.4 -0.42 0.160 55.00 -47.07 -7.47 0.00 -202.7 0.00 202.66 1,948.25 529.83 1,820.71 1,527.15 2.49 -0.43 0.157 56.00 -46.48 -7.38 0.00 -195.2 0.00 195.19 1,939.72 525.71 1,792.50 1,508.55 2.58 -0.45 0.154 57.00 -45.70 -7.25 0.00 -187.8 0.00 187.80 1,931.08 521.59 1,764.51 1,489.98 2.68 -0.46 0.150 58.00 -44.92 -7.11 0.00 -180.6 0.00 180.56 1,922.34 517.46 1,736.74 1,471.44 2.77 -0.47 0.146 59.00 -44.34 -7.02 0.00 -173.4 0.00 173.45 1,913.49 513.34 1,709.19 1,452.93 2.87 -0.47 0.143 60.00 -43.37 -6.84 0.00 -166.4 0.00 166.43 1,904.54 509.22 1,681.86 1,434.44 2.97 -0.48 0.139 61.75 -43.01 -6.83 0.00 -154.4 0.00 154.45 1,888.62 502.01 1,634.56 1,402.17 3.15 -0.5 0.133 62.00 -42.36 -6.70 0.00 -152.8 0.00 152.75 1,886.32 500.98 1,627.86 1,397.57 3.18 -0.5 0.132 63.00 -41.66 -6.60 0.00 -146.0 0.00 146.05 1,877.06 496.86 1,601.19 1,379.19 3.29 -0.51 0.128 64.00 -40.96 -6.50 0.00 -139.4 0.00 139.45 1,867.70 492.74 1,574.74 1,360.85 3.4 -0.52 0.125 65.00 -39.69 -6.29 0.00 -132.9 0.00 132.94 1,858.23 488.62 1,548.51 1,342.54 3.51 -0.53 0.121 66.00 -38.99 -6.19 0.00 -126.6 0.00 126.65 1,848.65 484.49 1,522.50 1,324.28 3.62 -0.54 0.117 67.00 -37.91 -6.02 0.00 -120.5 0.00 120.46 1,855.26 487.34 1,540.41 1,336.87 3.73 -0.55 0.111 68.00 -37.53 -5.97 0.00 -114.4 0.00 114.44 1,845.66 483.21 1,514.47 1,318.62 3.85 -0.55 0.107 69.00 -36.56 -5.79 0.00 -108.5 0.00 108.47 1,835.95 479.09 1,488.75 1,300.41 3.96 -0.56 0.103 70.00 -33.17 -5.38 0.00 -102.7 0.00 102.68 1,826.14 474.97 1,463.25 1,282.26 4.08 -0.57 0.098 71.00 -32.01 -5.16 0.00 -97.3 0.00 97.30 1,816.22 470.85 1,437.97 1,264.15 4.2 -0.58 0.095 73.00 -30.87 -4.98 0.00 -87.0 0.00 86.99 1,796.07 462.61 1,388.07 1,228.08 4.45 -0.59 0.088 74.00 -30.29 -4.88 0.00 -82.0 0.00 82.01 1,785.84 458.49 1,363.45 1,210.13 4.57 -0.6 0.085 75.00 -29.72 -4.78 0.00 -77.1 0.00 77.13 1,775.51 454.37 1,339.05 1,192.23 4.7 -0.6 0.082 76.00 -28.96 -4.65 0.00 -72.4 0.00 72.35 1,765.08 450.24 1,314.87 1,174.39 4.83 -0.61 0.078 77.00 -28.58 -4.59 0.00 -67.7 0.00 67.70 1,754.54 446.12 1,290.91 1,156.61 4.95 -0.62 0.075 78.00 -28.02 -4.50 0.00 -63.1 0.00 63.11 1,743.89 442.00 1,267.17 1,138.89 5.08 -0.62 0.072 79.00 -27.06 -4.36 0.00 -58.6 0.00 58.61 1,733.15 437.88 1,243.66 1,121.23 5.21 -0.63 0.068 80.00 -22.24 -3.65 0.00 -54.2 0.00 54.24 1,722.30 433.76 1,220.36 1,103.65 5.35 -0.63 0.062 82.00 -21.71 -3.58 0.00 -47.0 0.00 46.95 1,700.28 425.52 1,174.43 1,068.67 5.61 -0.64 0.057 83.00 -21.15 -3.49 0.00 -43.4 0.00 43.37 1,689.12 421.40 1,151.79 1,051.29 5.75 -0.65 0.054 84.00 -20.62 -3.40 0.00 -39.9 0.00 39.88 1,677.85 417.27 1,129.37 1,033.98 5.88 -0.65 0.051 85.00 -20.10 -3.30 0.00 -36.5 0.00 36.48 1,666.48 413.15 1,107.18 1,016.75 6.02 -0.65 0.048 87.00 -19.60 -3.24 0.00 -29.9 0.00 29.88 1,643.43 404.91 1,063.45 982.51 6.3 -0.66 0.042 88.00 -19.09 -3.16 0.00 -26.6 0.00 26.63 1,631.75 400.79 1,041.91 965.51 6.43 -0.66 0.039 89.00 -18.58 -3.07 0.00 -23.5 0.00 23.48 1,619.97 396.67 1,020.60 948.60 6.57 -0.67 0.036 90.00 -15.67 -2.52 0.00 -20.0 0.00 20.05 1,608.08 392.55 999.50 931.77 6.71 -0.67 0.031 91.00 -14.99 -2.39 0.00 -17.5 0.00 17.53 1,596.08 388.43 978.63 915.03 6.85 -0.67 0.029 93.00 -11.77 -1.93 0.00 -12.8 0.00 12.76 1,571.79 380.18 937.54 881.80 7.14 -0.68 0.022 94.00 -11.16 -1.82 0.00 -10.8 0.00 10.83 1,559.48 376.06 917.33 865.33 7.28 -0.68 0.020 94.40 -11.01 -1.79 0.00 -10.1 0.00 10.10 1,554.53 374.41 909.30 858.77 7.34 -0.68 0.019 94.60 -10.88 -1.77 0.00 -9.7 0.00 9.70 1,552.05 373.59 905.30 855.49 7.36 -0.68 0.018 95.00 -10.51 -1.69 0.00 -9.0 0.00 8.99 1,547.08 371.94 897.33 848.95 7.42 -0.68 0.017 95.30 -10.12 -1.67 0.00 -8.5 0.00 8.49 1,543.33 370.70 891.38 844.06 7.46 -0.68 0.017 95.40 -9.22 -1.61 0.00 -8.3 0.00 8.32 1,542.08 370.29 889.40 842.43 7.48 -0.68 0.016 96.00 -8.67 -1.49 0.00 -7.4 0.00 7.36 1,534.56 367.82 877.56 832.67 7.56 -0.68 0.014 97.00 -8.39 -1.44 0.00 -5.9 0.00 5.86 1,521.95 363.70 858.01 816.48 7.71 -0.68 0.013 98.00 -7.80 -1.32 0.00 -4.4 0.00 4.42 1,509.23 359.58 838.68 800.40 7.85 -0.68 0.011 99.00 -7.37 -1.24 0.00 -3.1 0.00 3.10 1,496.41 355.46 819.56 784.42 7.99 -0.68 0.009 02007-2020 by ATC LLC.All rights reserved. Page 10 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 100.00 -3.47 -0.65 0.00 -1.9 0.00 1.86 1,483.48 351.33 800.67 768.54 8.14 -0.68 0.005 101.00 -2.45 -0.44 0.00 -1.2 0.00 1.21 1,469.87 347.21 782.00 752.46 8.28 -0.68 0.003 102.00 -1.74 -0.34 0.00 -0.8 0.00 0.77 1,452.42 343.09 763.55 734.62 8.42 -0.68 0.002 103.00 -1.00 -0.19 0.00 -0.4 0.00 0.43 1,434.97 338.97 745.32 716.99 8.57 -0.68 0.001 104.00 -0.73 -0.14 0.00 -0.2 0.00 0.24 1,417.53 334.85 727.31 699.57 8.71 -0.68 0.001 105.00 0.00 -0.13 0.00 -0.1 0.00 0.10 1,400.08 330.73 709.52 682.37 8.85 -0.68 0.000 02007-2020 by ATC LLC.All rights reserved. Page 11 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 Load Case: 1.OD+1.OW Service Normal 60 mph Wind with No Ice 21 Iterations Gust Response Factor: 1.10 Dead load Factor: 1.00 Wind Load Factor: 1.00 CALCULATEDFORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft-kips) (ft-kips) (ft-kips) (ft-kips) (kips) (kips) (ft-kips) (ft-kips) (in) (deg) Ratio 0.00 -38.92 -11.47 0.00 -861.8 0.00 861.82 4,231.87 1,121.69 5,440.43 4,679.91 0 0 0.193 10.00 -36.50 -11.30 0.00 -747.2 0.00 747.16 4,087.60 1,059.87 4,857.34 4,269.52 0.11 -0.1 0.184 20.00 -34.20 -11.12 0.00 -634.2 0.00 634.19 3,932.96 998.05 4,307.30 3,866.62 0.42 -0.2 0.173 30.00 -32.01 -10.94 0.00 -523.0 0.00 522.95 3,767.93 936.24 3,790.30 3,473.15 0.95 -0.3 0.159 40.00 -29.96 -10.81 0.00 -413.6 0.00 413.58 3,592.53 874.42 3,306.34 3,091.00 1.68 -0.4 0.142 43.00 -29.27 -10.72 0.00 -381.2 0.00 381.17 3,537.89 855.87 3,167.60 2,978.85 1.94 -0.43 0.136 44.00 -28.88 -10.62 0.00 -370.4 0.00 370.44 3,519.47 849.69 3,122.01 2,941.74 2.03 -0.44 0.134 45.00 -28.59 -10.55 0.00 -359.8 0.00 359.82 3,500.94 843.51 3,076.75 2,904.77 2.13 -0.45 0.132 47.00 -28.02 -10.43 0.00 -338.7 0.00 338.71 3,463.58 831.14 2,987.23 2,831.26 2.32 -0.47 0.128 48.00 -27.34 -10.23 0.00 -328.3 0.00 328.28 3,444.74 824.96 2,942.97 2,794.73 2.42 -0.48 0.126 49.00 -26.95 -10.16 0.00 -318.1 0.00 318.06 3,425.80 818.78 2,899.03 2,758.34 2.52 -0.49 0.123 50.00 -26.47 -10.04 0.00 -307.9 0.00 307.90 3,406.75 812.60 2,855.43 2,722.09 2.62 -0.5 0.121 51.00 -25.98 -9.92 0.00 -297.9 0.00 297.86 3,387.60 806.42 2,812.15 2,686.01 2.73 -0.51 0.119 52.00 -25.50 -9.80 0.00 -287.9 0.00 287.93 3,368.35 800.23 2,769.21 2,650.07 2.84 -0.52 0.116 52.75 -25.29 -9.79 0.00 -280.6 0.00 280.58 1,967.08 539.10 1,885.00 1,569.07 2.92 -0.52 0.192 53.00 -25.06 -9.68 0.00 -278.1 0.00 278.13 1,965.01 538.07 1,877.80 1,564.41 2.94 -0.53 0.191 54.00 -24.74 -9.56 0.00 -268.4 0.00 268.45 1,956.69 533.95 1,849.15 1,545.77 3.06 -0.54 0.187 55.00 -24.51 -9.50 0.00 -258.9 0.00 258.89 1,948.25 529.83 1,820.71 1,527.15 3.17 -0.55 0.182 56.00 -24.19 -9.38 0.00 -249.4 0.00 249.39 1,939.72 525.71 1,792.50 1,508.55 3.29 -0.57 0.178 57.00 -23.77 -9.22 0.00 -240.0 0.00 240.01 1,931.08 521.59 1,764.51 1,489.98 3.41 -0.58 0.174 58.00 -23.36 -9.05 0.00 -230.8 0.00 230.80 1,922.34 517.46 1,736.74 1,471.44 3.53 -0.59 0.169 59.00 -23.04 -8.94 0.00 -221.8 0.00 221.75 1,913.49 513.34 1,709.19 1,452.93 3.66 -0.61 0.165 60.00 -22.53 -8.72 0.00 -212.8 0.00 212.81 1,904.54 509.22 1,681.86 1,434.44 3.79 -0.62 0.160 61.75 -22.31 -8.70 0.00 -197.6 0.00 197.55 1,888.62 502.01 1,634.56 1,402.17 4.02 -0.64 0.153 62.00 -21.97 -8.54 0.00 -195.4 0.00 195.38 1,886.32 500.98 1,627.86 1,397.57 4.05 -0.64 0.152 63.00 -21.55 -8.42 0.00 -186.8 0.00 186.83 1,877.06 496.86 1,601.19 1,379.19 4.19 -0.65 0.147 64.00 -21.14 -8.31 0.00 -178.4 0.00 178.41 1,867.70 492.74 1,574.74 1,360.85 4.32 -0.66 0.143 65.00 -20.45 -8.05 0.00 -170.1 0.00 170.10 1,858.23 488.62 1,548.51 1,342.54 4.47 -0.68 0.138 66.00 -20.04 -7.93 0.00 -162.1 0.00 162.06 1,848.65 484.49 1,522.50 1,324.28 4.61 -0.69 0.133 67.00 -19.44 -7.73 0.00 -154.1 0.00 154.13 1,855.26 487.34 1,540.41 1,336.87 4.75 -0.7 0.126 68.00 -19.22 -7.66 0.00 -146.4 0.00 146.40 1,845.66 483.21 1,514.47 1,318.62 4.9 -0.71 0.122 69.00 -18.72 -7.44 0.00 -138.8 0.00 138.75 1,835.95 479.09 1,488.75 1,300.41 5.05 -0.72 0.117 70.00 -16.85 -6.86 0.00 -131.3 0.00 131.30 1,826.14 474.97 1,463.25 1,282.26 5.2 -0.73 0.112 71.00 -16.25 -6.59 0.00 -124.4 0.00 124.45 1,816.22 470.85 1,437.97 1,264.15 5.35 -0.74 0.108 73.00 -15.64 -6.37 0.00 -111.3 0.00 111.27 1,796.07 462.61 1,388.07 1,228.08 5.67 -0.75 0.100 74.00 -15.33 -6.26 0.00 -104.9 0.00 104.90 1,785.84 458.49 1,363.45 1,210.13 5.83 -0.76 0.095 75.00 -15.03 -6.14 0.00 -98.6 0.00 98.64 1,775.51 454.37 1,339.05 1,192.23 5.99 -0.77 0.091 76.00 -14.63 -5.99 0.00 -92.5 0.00 92.50 1,765.08 450.24 1,314.87 1,174.39 6.15 -0.78 0.087 77.00 -14.42 -5.92 0.00 -86.5 0.00 86.51 1,754.54 446.12 1,290.91 1,156.61 6.31 -0.78 0.083 78.00 -14.12 -5.81 0.00 -80.6 0.00 80.60 1,743.89 442.00 1,267.17 1,138.89 6.48 -0.79 0.079 79.00 -13.63 -5.65 0.00 -74.8 0.00 74.79 1,733.15 437.88 1,243.66 1,121.23 6.64 -0.8 0.075 80.00 -11.19 -4.65 0.00 -69.1 0.00 69.14 1,722.30 433.76 1,220.36 1,103.65 6.81 -0.81 0.069 82.00 -10.89 -4.58 0.00 -59.8 0.00 59.84 1,700.28 425.52 1,174.43 1,068.67 7.15 -0.82 0.063 83.00 -10.59 -4.47 0.00 -55.3 0.00 55.26 1,689.12 421.40 1,151.79 1,051.29 7.32 -0.82 0.059 84.00 -10.31 -4.36 0.00 -50.8 0.00 50.79 1,677.85 417.27 1,129.37 1,033.98 7.5 -0.83 0.055 85.00 -10.04 -4.25 0.00 -46.4 0.00 46.43 1,666.48 413.15 1,107.18 1,016.75 7.67 -0.83 0.052 87.00 -9.75 -4.18 0.00 -37.9 0.00 37.93 1,643.43 404.91 1,063.45 982.51 8.02 -0.84 0.045 88.00 -9.48 -4.08 0.00 -33.8 0.00 33.75 1,631.75 400.79 1,041.91 965.51 8.2 -0.85 0.041 89.00 -9.22 -3.98 0.00 -29.7 0.00 29.67 1,619.97 396.67 1,020.60 948.60 8.38 -0.85 0.037 90.00 -8.05 -3.11 0.00 -25.1 0.00 25.08 1,608.08 392.55 999.50 931.77 8.56 -0.85 0.032 91.00 -7.70 -2.96 0.00 -22.0 0.00 21.97 1,596.08 388.43 978.63 915.03 8.74 -0.86 0.029 93.00 -5.99 -2.44 0.00 -16.1 0.00 16.06 1,571.79 380.18 937.54 881.80 9.1 -0.86 0.022 94.00 -5.67 -2.30 0.00 -13.6 0.00 13.62 1,559.48 376.06 917.33 865.33 9.28 -0.86 0.019 94.40 -5.62 -2.26 0.00 -12.7 0.00 12.70 1,554.53 374.41 909.30 858.77 9.35 -0.87 0.018 94.60 -5.56 -2.23 0.00 -12.2 0.00 12.18 1,552.05 373.59 905.30 855.49 9.39 -0.87 0.018 95.00 -5.37 -2.14 0.00 -11.3 0.00 11.29 1,547.08 371.94 897.33 848.95 9.46 -0.87 0.017 95.30 -5.13 -2.11 0.00 -10.6 0.00 10.65 1,543.33 370.70 891.38 844.06 9.51 -0.87 0.016 95.40 -4.59 -2.03 0.00 -10.4 0.00 10.44 1,542.08 370.29 889.40 842.43 9.53 -0.87 0.015 96.00 -4.31 -1.89 0.00 -9.2 0.00 9.22 1,534.56 367.82 877.56 832.67 9.64 -0.87 0.014 97.00 -4.17 -1.84 0.00 -7.3 0.00 7.33 1,521.95 363.70 858.01 816.48 9.82 -0.87 0.012 98.00 -3.87 -1.70 0.00 -5.5 0.00 5.49 1,509.23 359.58 838.68 800.40 10 -0.87 0.009 99.00 -3.65 -1.60 0.00 -3.8 0.00 3.79 1,496.41 355.46 819.56 784.42 10.19 -0.87 0.007 02007-2020 by ATC LLC.All rights reserved. Page 12 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 100.00 -1.75 -0.77 0.00 -2.2 0.00 2.19 1,483.48 351.33 800.67 768.54 10.37 -0.87 0.004 101.00 -1.25 -0.53 0.00 -1.4 0.00 1.42 1,469.87 347.21 782.00 752.46 10.55 -0.87 0.003 102.00 -0.87 -0.39 0.00 -0.9 0.00 0.90 1,452.42 343.09 763.55 734.62 10.73 -0.87 0.002 103.00 -0.50 -0.22 0.00 -0.5 0.00 0.51 1,434.97 338.97 745.32 716.99 10.92 -0.87 0.001 104.00 -0.36 -0.17 0.00 -0.3 0.00 0.29 1,417.53 334.85 727.31 699.57 11.1 -0.87 0.001 105.00 0.00 -0.16 0.00 -0.1 0.00 0.12 1,400.08 330.73 709.52 682.37 11.28 -0.87 0.000 02007-2020 by ATC LLC.All rights reserved. Page 13 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 EQUIVALENT LATERAL FORCES METHOD ANALYSIS (Based on ASCE7-16 Chapters 11, 12 and 15) Spectral Response Acceleration for Short Period(SS): 0.212 Spectral Response Acceleration at 1.0 Second Period(S,): 0.064 Long-Period Transition Period(T�-Seconds): 6 Importance Factor(le): 1.000 Site Coefficient Fa: 1.600 Site Coefficient F�: 2.400 Response Modification Coefficient(R): 1.500 Design Spectral Response Acceleration at Short Period(Sds): 0.226 Design Spectral Response Acceleration at 1.0 Second Period(Sd,): 0•102 Seismic Response Coefficient(CS): 0.049 Upper Limit CS: 0.049 Lower Limit CS: 0.030 Period based on Rayleigh Method(sec): 1.410 Redundancy Factor(p): 1.000 Seismic Force Distribution Exponent(k): 1.450 Total Unfactored Dead Load: 38.930 k Seismic Base Shear(E): 1.890 k 1.2D+1.OEv+1.OEh Normal Seismic Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (Ib-ft) C�X (Ib) (Ib) 67 104.5 65 56 0.003 6 80 66 103.5 65 55 0.003 6 81 65 102.5 66 55 0.003 6 82 64 101.5 67 55 0.003 6 83 63 100.5 68 55 0.003 6 84 62 99.5 72 57 0.003 6 89 61 98.5 73 57 0.003 6 90 60 97.5 73 57 0.003 6 91 59 96.5 74 57 0.003 6 92 58 95.7 54 41 0.002 4 67 57 95.35 9 7 0.000 1 11 56 95.15 27 20 0.001 2 34 55 94.8 38 28 0.002 3 47 54 94.5 19 14 0.001 2 24 53 94.2 38 28 0.002 3 47 52 93.5 96 70 0.004 8 119 51 92 193 138 0.008 15 241 50 90.5 98 68 0.004 8 122 49 89.5 99 68 0.004 8 123 48 88.5 100 67 0.004 7 124 47 87.5 100 67 0.004 7 125 46 86 203 132 0.008 15 253 45 84.5 103 65 0.004 7 128 44 83.5 104 64 0.004 7 129 43 82.5 104 64 0.004 7 130 42 81 211 125 0.007 14 263 41 79.5 112 65 0.004 7 139 40 78.5 112 64 0.004 7 140 39 77.5 113 63 0.004 7 141 38 76.5 114 62 0.004 7 142 37 75.5 115 62 0.004 7 143 36 74.5 116 61 0.004 7 144 35 73.5 116 60 0.004 7 145 34 72 235 118 0.007 13 293 02007-2020 by ATC LLC.All rights reserved. Page 14 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (Ib-ft) C�X (Ib) (Ib) 33 70.5 119 58 0.003 6 148 32 69.5 121 58 0.003 6 151 31 68.5 122 57 0.003 6 152 30 67.5 123 56 0.003 6 153 29 66.5 217 97 0.006 11 271 28 65.5 219 96 0.006 11 273 27 64.5 220 94 0.006 10 275 26 63.5 222 93 0.005 10 276 25 62.5 224 91 0.005 10 278 24 61.875 56 23 0.001 2 70 23 60.875 222 87 0.005 10 276 22 59.5 128 49 0.003 5 159 21 58.5 129 48 0.003 5 160 20 57.5 130 47 0.003 5 161 19 56.5 130 46 0.003 5 162 18 55.5 131 45 0.003 5 163 17 54.5 132 44 0.003 5 164 16 53.5 133 43 0.002 5 165 15 52.875 33 11 0.001 1 41 14 52.375 216 68 0.004 8 269 13 51.5 290 89 0.005 10 361 12 50.5 292 87 0.005 10 364 11 49.5 294 85 0.005 9 366 10 48.5 296 84 0.005 9 369 9 47.5 298 82 0.005 9 371 8 46 382 100 0.006 11 476 7 44.5 193 48 0.003 5 240 6 43.5 194 47 0.003 5 242 5 41.5 590 133 0.008 15 734 4 35 2,044 359 0.021 40 2,545 3 25 2,165 233 0.014 26 2,696 2 15 2,285 117 0.007 13 2,845 1 5 2,405 25 0.002 3 2,994 7'Pine Tree Branches 105 225 195 0.011 22 280 7'Pine Tree Branches 104 75 64 0.004 7 93 7'Pine Tree Branches 103 300 253 0.015 28 374 7'Pine Tree Branches 102 75 62 0.004 7 93 7'Pine Tree Branches 101 150 123 0.007 14 187 8'Pine Tree Branches 105 75 65 0.004 7 93 8'Pine Tree Branches 99 150 119 0.007 13 187 8'Pine Tree Branches 98 225 176 0.010 20 280 8'Pine Tree Branches 97 75 58 0.003 6 93 8'Pine Tree Branches 96 225 171 0.010 19 280 8'Pine Tree Branches 95 150 112 0.007 12 187 8'Pine Tree Branches 94 225 166 0.010 18 280 Samsung MT6407-77A 102 245 203 0.012 23 305 RAD Array Tree Branches 101 285 233 0.014 26 355 RAD Array Tree Branches 93 285 207 0.012 23 355 RAD Array Tree Branches 80 285 166 0.010 18 355 Samsung RT4401-48A 100 56 45 0.003 5 69 Samsung B5/B13 RRH-BR04C 100 211 170 0.010 19 263 Samsung B2/B66A RRH-BR049 100 253 204 0.012 23 315 Raycap RCMDC-6627-PF-48 100 32 26 0.002 3 40 JMA Wireless MXI0FIT865-xx 100 252 203 0.012 23 313 JMA Wireless MX10FR0860-xx 100 137 110 0.006 12 170 Round Sector Frame 100 900 727 0.043 80 1,121 Round Sector Frame 93 900 654 0.038 72 1,121 Round Sector Frame 80 900 525 0.031 58 1,121 Ericsson RRUS 8843 B2, B66A 95.4 216 163 0.010 18 269 Ericsson RRUS 4478 B14 95.4 180 135 0.008 15 224 Ericsson RRUS 4415 B30 95.4 138 104 0.006 12 172 Ericsson RRUS 4449 B5, B12 95.3 213 160 0.009 18 265 Raycap DC6-48-60-18-8F 94.6 40 30 0.002 3 50 Raycap DC9-48-60-24-8C-EV 94.4 16 12 0.001 1 20 9'Pine Tree Branches 93 340 247 0.014 27 423 9'Pine Tree Branches 91 255 179 0.010 20 318 9'Pine Tree Branches 89 170 116 0.007 13 212 Ericsson RRUS 11 B5 90 152 105 0.006 12 189 10'Pine Tree Branches 90 170 118 0.007 13 212 10'Pine Tree Branches 88 170 114 0.007 13 212 02007-2020 by ATC LLC.All rights reserved. Page 15 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145 C3 02 Height Above Horizontal Vertical Base Weight WZ Force Force Segment (ft) (Ib) (Ib-ft) C�X (Ib) (Ib) 10'Pine Tree Branches 87 85 56 0.003 6 106 10'Pine Tree Branches 85 170 108 0.006 12 212 10'Pine Tree Branches 84 85 53 0.003 6 106 AndrewSBNH-1D6565C 90 198 137 0.008 15 247 Commscope NNH4-65C-R6N17 90 558 387 0.023 43 695 11'Pine Tree Branches 84 95 60 0.004 7 118 11'Pine Tree Branches 83 190 117 0.007 13 237 11'Pine Tree Branches 82 95 57 0.003 6 118 11'Pine Tree Branches 79 285 163 0.010 18 355 Ericsson Radio 4449 B12,B71 80 222 130 0.008 14 276 Ericsson AIR 21 80 546 319 0.019 35 680 RFS APXVAARR24 43-U-NA20 80 384 224 0.013 25 478 12'Pine Tree Branches 79 95 54 0.003 6 118 12'Pine Tree Branches 78 190 107 0.006 12 237 12'Pine Tree Branches 77 95 52 0.003 6 118 12'Pine Tree Branches 76 285 154 0.009 17 355 12'Pine Tree Branches 75 190 101 0.006 11 237 12'Pine Tree Branches 74 95 50 0.003 5 118 12'Pine Tree Branches 73 380 194 0.011 22 473 12'Pine Tree Branches 71 95 47 0.003 5 118 12'Pine Tree Branches 67 285 129 0.008 14 355 12'Pine Tree Branches 59 95 36 0.002 4 118 12'Pine Tree Branches 45 95 24 0.001 3 118 12'Pine Tree Branches 44 190 47 0.003 5 237 12'Pine Tree Branches 43 95 22 0.001 2 118 13'Pine Tree Branches 74 95 50 0.003 5 118 13'Pine Tree Branches 71 380 186 0.011 21 473 13'Pine Tree Branches 70 190 91 0.005 10 237 13'Pine Tree Branches 69 380 179 0.010 20 473 13'Pine Tree Branches 68 95 44 0.003 5 118 13'Pine Tree Branches 67 95 43 0.002 5 118 13'Pine Tree Branches 66 190 84 0.005 9 237 13'Pine Tree Branches 65 475 205 0.012 23 591 13'Pine Tree Branches 64 95 40 0.002 4 118 13'Pine Tree Branches 62 285 115 0.007 13 355 13'Pine Tree Branches 60 95 37 0.002 4 118 13'Pine Tree Branches 56 95 33 0.002 4 118 13'Pine Tree Branches 48 190 53 0.003 6 237 Commscope RDIDC-9181-PF-48 70 22 11 0.001 1 27 Fujitsu TA08025-B604 70 192 92 0.005 10 239 Fujitsu TA08025-B605 70 225 108 0.006 12 280 JMA Wireless MX08FR0665-21 70 194 93 0.006 10 241 Generic Flat T-Arm 70 938 451 0.026 50 1,167 14'Pine Tree Branches 64 95 40 0.002 4 118 14'Pine Tree Branches 63 190 78 0.005 9 237 14'Pine Tree Branches 60 285 110 0.006 12 355 14'Pine Tree Branches 59 95 36 0.002 4 118 14'Pine Tree Branches 58 285 104 0.006 12 355 14'Pine Tree Branches 57 95 34 0.002 4 118 14'Pine Tree Branches 57 95 34 0.002 4 118 14'Pine Tree Branches 56 95 33 0.002 4 118 14'Pine Tree Branches 55 95 32 0.002 4 118 14'Pine Tree Branches 51 95 29 0.002 3 118 14'Pine Tree Branches 50 190 56 0.003 6 237 14'Pine Tree Branches 49 95 27 0.002 3 118 14'Pine Tree Branches 48 190 53 0.003 6 237 14'Pine Tree Branches 47 190 51 0.003 6 237 15'Pine Tree Branches 57 95 34 0.002 4 118 15'Pine Tree Branches 54 190 63 0.004 7 237 15'Pine Tree Branches 53 190 61 0.004 7 237 15'Pine Tree Branches 52 190 59 0.004 7 237 15'Pine Tree Branches 51 95 29 0.002 3 118 Symmetricom 58532A 30 0 0 0.000 0 0 38,934 17,051 1.000 1,889 48,481 0.9D-1.OEv+1.OEh Normal Seismic(Reduced DL) 02007-2020 by ATC LLC.All rights reserved. Page 16 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CODE: ANSI/TIA-222-H CUSTOMER: DISH WIRELESS L.L.C. ENG NO: 13714145_C3_02 Height Above Horizontal Vertical Base Weight Wz Force Force Segment (ft) (Ib) (lb-ft) Cv. (Ib) (Ib) 67 104.5 65 56 0.003 6 55 66 103.5 65 55 0.003 6 56 65 102.5 66 55 0.003 6 57 64 101.5 67 55 0.003 6 57 63 100.5 68 55 0.003 6 58 62 99.5 72 57 0.003 6 61 61 98.5 73 57 0.003 6 62 60 97.5 73 57 0.003 6 63 59 96.5 74 57 0.003 6 63 58 95.7 54 41 0.002 4 46 57 95.35 9 7 0.000 1 8 56 95.15 27 20 0.001 2 23 55 94.8 38 28 0.002 3 32 54 94.5 19 14 0.001 2 16 53 94.2 38 28 0.002 3 32 52 93.5 96 70 0.004 8 82 51 92 193 138 0.008 15 165 50 90.5 98 68 0.004 8 84 49 89.5 99 68 0.004 8 84 48 88.5 100 67 0.004 7 85 47 87.5 100 67 0.004 7 86 46 86 203 132 0.008 15 174 45 84.5 103 65 0.004 7 88 44 83.5 104 64 0.004 7 88 43 82.5 104 64 0.004 7 89 42 81 211 125 0.007 14 180 41 79.5 112 65 0.004 7 95 40 78.5 112 64 0.004 7 96 39 77.5 113 63 0.004 7 97 38 76.5 114 62 0.004 7 97 37 75.5 115 62 0.004 7 98 36 74.5 116 61 0.004 7 99 35 73.5 116 60 0.004 7 100 34 72 235 118 0.007 13 201 33 70.5 119 58 0.003 6 102 32 69.5 121 58 0.003 6 104 31 68.5 122 57 0.003 6 104 30 67.5 123 56 0.003 6 105 29 66.5 217 97 0.006 11 186 28 65.5 219 96 0.006 11 187 27 64.5 220 94 0.006 10 188 26 63.5 222 93 0.005 10 190 25 62.5 224 91 0.005 10 191 24 61.875 56 23 0.001 2 48 23 60.875 222 87 0.005 10 190 22 59.5 128 49 0.003 5 109 21 58.5 129 48 0.003 5 110 20 57.5 130 47 0.003 5 111 19 56.5 130 46 0.003 5 111 18 55.5 131 45 0.003 5 112 17 54.5 132 44 0.003 5 113 16 53.5 133 43 0.002 5 113 15 52.875 33 11 0.001 1 28 14 52.375 216 68 0.004 8 185 13 51.5 290 89 0.005 10 248 12 50.5 292 87 0.005 10 250 11 49.5 294 85 0.005 9 251 10 48.5 296 84 0.005 9 253 9 47.5 298 82 0.005 9 255 8 46 382 100 0.006 11 327 7 44.5 193 48 0.003 5 165 6 43.5 194 47 0.003 5 166 5 41.5 590 133 0.008 15 504 4 35 2,044 359 0.021 40 1,747 3 25 2,165 233 0.014 26 1,851 2 15 2,285 117 0.007 13 1,953 1 5 2,405 25 0.002 3 2,055 7'Pine Tree Branches 105 225 195 0.011 22 192 7'Pine Tree Branches 104 75 64 0.004 7 64 02007-2020 by ATC LLC.All rights reserved. Page 17 of 22 Model Id:5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CUSTOMER: DISH WIRELESS L.L.C. CODE: ANSI/TIA-222-H ENG NO: 13714145 C3 02 Vertical Fo rce 02007 - 2020 by ATC LLC. All rights reserved. Page 18 of 22 Model Id: 5659 8/30/2021 11:07:32 Height Above Horizontal Base Weight Wz Force Segment (ft) (lb) (Ib -ft) CVX (lb) 7' Pine Tree Branches 103 300 253 0.015 28 7' Pine Tree Branches 102 75 62 0.004 7 7' Pine Tree Branches 101 150 123 0.007 14 8' Pine Tree Branches 105 75 65 0.004 7 8' Pine Tree Branches 99 150 119 0.007 13 8' Pine Tree Branches 98 225 176 0.010 20 8' Pine Tree Branches 97 75 58 0.003 6 8' Pine Tree Branches 96 225 171 0.010 19 8' Pine Tree Branches 95 150 112 0.007 12 8' Pine Tree Branches 94 225 166 0.010 18 Samsung MT6407-77A 102 245 203 0.012 23 RAD Array Tree Branches 101 285 233 0.014 26 RAD Array Tree Branches 93 285 207 0.012 23 RAD Array Tree Branches 80 285 166 0.010 18 Samsung RT4401-48A 100 56 45 0.003 5 Samsung 65/1313 RRH-BR04C 100 211 170 0.010 19 Samsung B2/B66A RRH-BR049 100 253 204 0.012 23 Raycap RCMDC-6627-PF-48 100 32 26 0.002 3 JMA Wireless MXI0FIT865-xx 100 252 203 0.012 23 JMA Wireless MX10FR0860-xx 100 137 110 0.006 12 Round Sector Frame 100 900 727 0.043 80 Round Sector Frame 93 900 654 0.038 72 Round Sector Frame 80 900 525 0.031 58 Ericsson RRUS 8843 B2, B66A 95.4 216 163 0.010 18 Ericsson RRUS 4478 B14 95.4 180 135 0.008 15 Ericsson RRUS 4415 B30 95.4 138 104 0.006 12 Ericsson RRUS 4449 B5, B12 95.3 213 160 0.009 18 Raycap DC6-48-60-18-8F 94.6 40 30 0.002 3 Raycap DC9-48-60-24-8C-EV 94.4 16 12 0.001 1 9' Pine Tree Branches 93 340 247 0.014 27 9' Pine Tree Branches 91 255 179 0.010 20 9' Pine Tree Branches 89 170 116 0.007 13 Ericsson RRUS 11 B5 90 152 105 0.006 12 10' Pine Tree Branches 90 170 118 0.007 13 10' Pine Tree Branches 88 170 114 0.007 13 10' Pine Tree Branches 87 85 56 0.003 6 10' Pine Tree Branches 85 170 108 0.006 12 10' Pine Tree Branches 84 85 53 0.003 6 Andrew SBNH-1 D6565C 90 198 137 0.008 15 Commscope NNH4-65C-R6N17 90 558 387 0.023 43 11' Pine Tree Branches 84 95 60 0.004 7 11' Pine Tree Branches 83 190 117 0.007 13 11' Pine Tree Branches 82 95 57 0.003 6 11' Pine Tree Branches 79 285 163 0.010 18 Ericsson Radio 4449 B12,B71 80 222 130 0.008 14 Ericsson AIR 21 80 546 319 0.019 35 RFS APXVAARR24 43-U-NA20 80 384 224 0.013 25 12' Pine Tree Branches 79 95 54 0.003 6 12' Pine Tree Branches 78 190 107 0.006 12 12' Pine Tree Branches 77 95 52 0.003 6 12' Pine Tree Branches 76 285 154 0.009 17 12' Pine Tree Branches 75 190 101 0.006 11 12' Pine Tree Branches 74 95 50 0.003 5 12' Pine Tree Branches 73 380 194 0.011 22 12' Pine Tree Branches 71 95 47 0.003 5 12' Pine Tree Branches 67 285 129 0.008 14 12' Pine Tree Branches 59 95 36 0.002 4 12' Pine Tree Branches 45 95 24 0.001 3 12' Pine Tree Branches 44 190 47 0.003 5 12' Pine Tree Branches 43 95 22 0.001 2 13' Pine Tree Branches 74 95 50 0.003 5 13' Pine Tree Branches 71 380 186 0.011 21 13' Pine Tree Branches 70 190 91 0.005 10 13' Pine Tree Branches 69 380 179 0.010 20 13' Pine Tree Branches 68 95 44 0.003 5 13' Pine Tree Branches 67 95 43 0.002 5 13' Pine Tree Branches 66 190 84 0.005 9 13' Pine Tree Branches 65 475 205 0.012 23 13' Pine Tree Branches 64 95 40 0.002 4 13' Pine Tree Branches 62 285 115 0.007 13 Vertical Fo rce 02007 - 2020 by ATC LLC. All rights reserved. Page 18 of 22 Model Id: 5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CUSTOMER: DISH WIRELESS L.L.C. CODE: ANSI/TIA-222-H ENG NO: 13714145 C3 02 1.2D + 1.OEv + 1.OEh Normal Seg Pu Vu Elev FY (-) FX (-) (ft) (kips) (kips) Height Mu Mx (ft -kips) 38,934 17,051 CALCULATED FORCES Resultant Phi Moment Pn (ft -kips) (kips) 1.000 Phi Vn (kips) Phi Tn (kips) 1,889 Phi Mn (kips) Total Deflect (in) Above 33,279 Ratio 0.00 -45.49 Horizontal Vertical -151.91 Base Weight Wz 1,121.69 Force Force Segment (ft) (lb) (Ib -ft) CVX (lb) (lb) 13' Pine Tree Branches 60 95 37 0.002 4 81 13' Pine Tree Branches 56 95 33 0.002 4 81 13' Pine Tree Branches 48 190 53 0.003 6 162 Commscope RDI DC -9181 -PF -48 70 22 11 0.001 1 19 Fujitsu TA08025-13604 70 192 92 0.005 10 164 Fujitsu TA08025-13605 70 225 108 0.006 12 192 JMA Wireless MX08FRO665-21 70 194 93 0.006 10 165 Generic Flat T -Arm 70 938 451 0.026 50 801 14' Pine Tree Branches 64 95 40 0.002 4 81 14' Pine Tree Branches 63 190 78 0.005 9 162 14' Pine Tree Branches 60 285 110 0.006 12 244 14' Pine Tree Branches 59 95 36 0.002 4 81 14' Pine Tree Branches 58 285 104 0.006 12 244 14' Pine Tree Branches 57 95 34 0.002 4 81 14' Pine Tree Branches 57 95 34 0.002 4 81 14' Pine Tree Branches 56 95 33 0.002 4 81 14' Pine Tree Branches 55 95 32 0.002 4 81 14' Pine Tree Branches 51 95 29 0.002 3 81 14' Pine Tree Branches 50 190 56 0.003 6 162 14' Pine Tree Branches 49 95 27 0.002 3 81 14' Pine Tree Branches 48 190 53 0.003 6 162 14' Pine Tree Branches 47 190 51 0.003 6 162 15' Pine Tree Branches 57 95 34 0.002 4 81 15' Pine Tree Branches 54 190 63 0.004 7 162 15' Pine Tree Branches 53 190 61 0.004 7 162 15' Pine Tree Branches 52 190 59 0.004 7 162 15' Pine Tree Branches 51 95 29 0.002 3 81 Symmetricom 58532A 30 0 0 0.000 0 0 1.2D + 1.OEv + 1.OEh Normal Seg Pu Vu Elev FY (-) FX (-) (ft) (kips) (kips) Seismic Tu Mu MY MZ (ft -kips) (fr-kips) Mu Mx (ft -kips) 38,934 17,051 CALCULATED FORCES Resultant Phi Moment Pn (ft -kips) (kips) 1.000 Phi Vn (kips) Phi Tn (kips) 1,889 Phi Mn (kips) Total Deflect (in) Rotation (deg) 33,279 Ratio 0.00 -45.49 -1.89 0.00 -151.91 0.00 151.91 4,231.87 1,121.69 5,440 4,679.91 0.00 0.00 0.04 10.00 -42.64 -1.89 0.00 -132.99 0.00 132.99 4,087.60 1,059.87 4,857 4,269.52 0.02 -0.02 0.04 20.00 -39.94 -1.88 0.00 -114.08 0.00 114.08 3,932.96 998.05 4,307 3,866.62 0.07 -0.04 0.04 30.00 -37.40 -1.85 0.00 -95.31 0.00 95.31 3,767.93 936.24 3,790 3,473.15 0.17 -0.05 0.04 40.00 -36.66 -1.84 0.00 -76.84 0.00 76.84 3,592.53 874.42 3,306 3,091.00 0.30 -0.07 0.04 43.00 -36.30 -1.83 0.00 -71.32 0.00 71.32 3,537.89 855.87 3,168 2,978.85 0.35 -0.08 0.03 44.00 -35.83 -1.82 0.00 -69.49 0.00 69.49 3,519.47 849.69 3,122 2,941.74 0.36 -0.08 0.03 45.00 -35.23 -1.81 0.00 -67.67 0.00 67.67 3,500.94 843.51 3,077 2,904.77 0.38 -0.08 0.03 47.00 -34.62 -1.80 0.00 -64.04 0.00 64.04 3,463.58 831.14 2,987 2,831.26 0.42 -0.08 0.03 48.00 -33.78 -1.78 0.00 -62.25 0.00 62.25 3,444.74 824.96 2,943 2,794.73 0.43 -0.09 0.03 49.00 -33.30 -1.76 0.00 -60.47 0.00 60.47 3,425.80 818.78 2,899 2,758.34 0.45 -0.09 0.03 50.00 -32.70 -1.75 0.00 -58.71 0.00 58.71 3,406.75 812.60 2,855 2,722.09 0.47 -0.09 0.03 51.00 -32.10 -1.73 0.00 -56.96 0.00 56.96 3,387.60 806.42 2,812 2,686.01 0.49 -0.09 0.03 52.00 -31.59 -1.72 0.00 -55.23 0.00 55.23 3,368.35 800.23 2,769 2,650.07 0.51 -0.09 0.03 52.75 -31.55 -1.72 0.00 -53.94 0.00 53.94 1,967.08 539.10 1,885 1,569.07 0.52 -0.10 0.05 53.00 -31.15 -1.71 0.00 -53.51 0.00 53.51 1,965.01 538.07 1,878 1,564.41 0.53 -0.10 0.05 54.00 -30.75 -1.69 0.00 -51.81 0.00 51.81 1,956.69 533.95 1,849 1,545.77 0.55 -0.10 0.05 55.00 -30.47 -1.69 0.00 -50.11 0.00 50.11 1,948.25 529.83 1,821 1,527.15 0.57 -0.10 0.05 56.00 -30.07 -1.67 0.00 -48.43 0.00 48.43 1,939.72 525.71 1,792 1,508.55 0.59 -0.10 0.05 57.00 -29.55 -1.66 0.00 -46.75 0.00 46.75 1,931.08 521.59 1,765 1,489.98 0.61 -0.11 0.05 58.00 -29.04 -1.64 0.00 -45.09 0.00 45.09 1,922.34 517.46 1,737 1,471.44 0.64 -0.11 0.05 59.00 -28.64 -1.63 0.00 -43.45 0.00 43.45 1,913.49 513.34 1,709 1,452.93 0.66 -0.11 0.05 60.00 -27.89 -1.60 0.00 -41.82 0.00 41.82 1,904.54 509.22 1,682 1,434.44 0.68 -0.11 0.04 61.75 -27.82 -1.60 0.00 -39.01 0.00 39.01 1,888.62 502.01 1,635 1,402.17 0.73 -0.12 0.04 62.00 -27.19 -1.58 0.00 -38.61 0.00 38.61 1,886.32 500.98 1,628 1,397.57 0.73 -0.12 0.04 63.00 -26.68 -1.56 0.00 -37.03 0.00 37.03 1,877.06 496.86 1,601 1,379.19 0.76 -0.12 0.04 64.00 -26.16 -1.54 0.00 -35.47 0.00 35.47 1,867.70 492.74 1,575 1,360.85 0.78 -0.12 0.04 65.00 -25.30 -1.51 0.00 -33.93 0.00 33.93 1,858.23 488.62 1,549 1,342.54 0.81 -0.13 0.04 66.00 -24.79 -1.49 0.00 -32.43 0.00 32.43 1,848.65 484.49 1,522 1,324.28 0.84 -0.13 0.04 67.00 -24.17 -1.46 0.00 -30.94 0.00 30.94 1,855.26 487.34 1,540 1,336.87 0.86 -0.13 0.04 02007 - 2020 by ATC LLC. All rights reserved. Page 19 of 22 Model Id: 5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CUSTOMER: DISH WIRELESS L.L.C. CODE: ANSI/TIA-222-H ENG NO: 13714145 C3 02 Seg Elev (ft) Pu FY (-) (kips) Vu FX (-) (kips) Tu MY (ft -kips) Mu MZ (fr-kips) Mu Mx (ft -kips) Resultant Moment (ft -kips) Phi Pn (kips) Phi Vn (kips) Phi Tn (kips) Phi Mn (kips) Total Deflect (in) Rotation (deg) Ratio 68.00 -23.90 -1.45 0.00 -29.48 0.00 29.48 1,845.66 483.21 1,514 1,318.62 0.89 -0.13 0.04 69.00 -23.27 -1.42 0.00 -28.03 0.00 28.03 1,835.95 479.09 1,489 1,300.41 0.92 -0.13 0.03 70.00 -20.93 -1.32 0.00 -26.61 0.00 26.61 1,826.14 474.97 1,463 1,282.26 0.95 -0.14 0.03 71.00 -20.05 -1.28 0.00 -25.29 0.00 25.29 1,816.22 470.85 1,438 1,264.15 0.97 -0.14 0.03 73.00 -19.43 -1.25 0.00 -22.74 0.00 22.74 1,796.07 462.61 1,388 1,228.08 1.03 -0.14 0.03 74.00 -19.05 -1.23 0.00 -21.49 0.00 21.49 1,785.84 458.49 1,363 1,210.13 1.06 -0.14 0.03 75.00 -18.67 -1.21 0.00 -20.26 0.00 20.26 1,775.51 454.37 1,339 1,192.23 1.09 -0.14 0.03 76.00 -18.17 -1.19 0.00 -19.04 0.00 19.04 1,765.08 450.24 1,315 1,174.39 1.12 -0.15 0.03 77.00 -17.91 -1.17 0.00 -17.86 0.00 17.86 1,754.54 446.12 1,291 1,156.61 1.15 -0.15 0.03 78.00 -17.54 -1.16 0.00 -16.68 0.00 16.68 1,743.89 442.00 1,267 1,138.89 1.18 -0.15 0.03 79.00 -16.93 -1.12 0.00 -15.52 0.00 15.52 1,733.15 437.88 1,244 1,121.23 1.22 -0.15 0.02 80.00 -13.75 -0.95 0.00 -14.40 0.00 14.40 1,722.30 433.76 1,220 1,103.65 1.25 -0.15 0.02 82.00 -13.51 -0.94 0.00 -12.50 0.00 12.50 1,700.28 425.52 1,174 1,068.67 1.31 -0.15 0.02 83.00 -13.14 -0.92 0.00 -11.57 0.00 11.57 1,689.12 421.40 1,152 1,051.29 1.34 -0.16 0.02 84.00 -12.79 -0.90 0.00 -10.65 0.00 10.65 1,677.85 417.27 1,129 1,033.98 1.38 -0.16 0.02 85.00 -12.32 -0.87 0.00 -9.75 0.00 9.75 1,666.48 413.15 1,107 1,016.75 1.41 -0.16 0.02 87.00 -12.09 -0.85 0.00 -8.02 0.00 8.02 1,643.43 404.91 1,063 982.51 1.48 -0.16 0.02 88.00 -11.76 -0.83 0.00 -7.16 0.00 7.16 1,631.75 400.79 1,042 965.51 1.51 -0.16 0.02 89.00 -11.42 -0.81 0.00 -6.33 0.00 6.33 1,619.97 396.67 1,021 948.60 1.54 -0.16 0.01 90.00 -9.96 -0.72 0.00 -5.52 0.00 5.52 1,608.08 392.55 1,000 931.77 1.58 -0.16 0.01 91.00 -9.40 -0.68 0.00 -4.80 0.00 4.80 1,596.08 388.43 979 915.03 1.61 -0.16 0.01 93.00 -7.38 -0.55 0.00 -3.44 0.00 3.44 1,571.79 380.18 938 881.80 1.68 -0.16 0.01 94.00 -7.05 -0.52 0.00 -2.89 0.00 2.89 1,559.48 376.06 917 865.33 1.71 -0.16 0.01 94.40 -7.01 -0.52 0.00 -2.68 0.00 2.68 1,554.53 374.41 909 858.77 1.73 -0.16 0.01 94.60 -6.91 -0.51 0.00 -2.58 0.00 2.58 1,552.05 373.59 905 855.49 1.73 -0.16 0.01 95.00 -6.69 -0.50 0.00 -2.38 0.00 2.38 1,547.08 371.94 897 848.95 1.75 -0.16 0.01 95.30 -6.42 -0.48 0.00 -2.23 0.00 2.23 1,543.33 370.70 891 844.06 1.76 -0.16 0.01 95.40 -5.69 -0.43 0.00 -2.18 0.00 2.18 1,542.08 370.29 889 842.43 1.76 -0.16 0.01 96.00 -5.31 -0.40 0.00 -1.92 0.00 1.92 1,534.56 367.82 878 832.67 1.78 -0.16 0.01 97.00 -5.13 -0.39 0.00 -1.52 0.00 1.52 1,521.95 363.70 858 816.48 1.82 -0.17 0.01 98.00 -4.76 -0.36 0.00 -1.13 0.00 1.13 1,509.23 359.58 839 800.40 1.85 -0.17 0.01 99.00 -4.48 -0.34 0.00 -0.77 0.00 0.77 1,496.41 355.46 820 784.42 1.89 -0.17 0.00 100.00 -2.11 -0.16 0.00 -0.43 0.00 0.43 1,483.48 351.33 801 768.54 1.92 -0.17 0.00 101.00 -1.48 -0.12 0.00 -0.27 0.00 0.27 1,469.87 347.21 782 752.46 1.96 -0.17 0.00 102.00 -1.00 -0.08 0.00 -0.15 0.00 0.15 1,452.42 343.09 764 734.62 1.99 -0.17 0.00 103.00 -0.55 -0.04 0.00 -0.07 0.00 0.07 1,434.97 338.97 745 716.99 2.03 -0.17 0.00 104.00 -0.37 -0.03 0.00 -0.03 0.00 0.03 1,417.53 334.85 727 699.57 2.06 -0.17 0.00 105.00 0.00 -0.03 0.00 0.00 0.00 0.00 1,400.08 330.73 710 682.37 2.09 -0.17 0.00 0.91D - 1.OEv + 1.OEh Normal Seismic (Reduced DL) CALCULATED FORCES Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY (-) FX (-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (fr-kips) (ft -kips) (ft -kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 0.00 -31.22 -1.89 0.00 -150.75 0.00 150.75 4,231.87 1,121.69 5,440 4,679.91 0.00 0.00 0.04 10.00 -29.27 -1.89 0.00 -131.86 0.00 131.86 4,087.60 1,059.87 4,857 4,269.52 0.02 -0.02 0.04 20.00 -27.42 -1.87 0.00 -113.01 0.00 113.01 3,932.96 998.05 4,307 3,866.62 0.07 -0.03 0.04 30.00 -25.67 -1.83 0.00 -94.34 0.00 94.34 3,767.93 936.24 3,790 3,473.15 0.17 -0.05 0.03 40.00 -25.17 -1.82 0.00 -76.00 0.00 76.00 3,592.53 874.42 3,306 3,091.00 0.30 -0.07 0.03 43.00 -24.92 -1.82 0.00 -70.53 0.00 70.53 3,537.89 855.87 3,168 2,978.85 0.34 -0.08 0.03 44.00 -24.59 -1.81 0.00 -68.71 0.00 68.71 3,519.47 849.69 3,122 2,941.74 0.36 -0.08 0.03 45.00 -24.18 -1.79 0.00 -66.90 0.00 66.90 3,500.94 843.51 3,077 2,904.77 0.38 -0.08 0.03 47.00 -23.77 -1.78 0.00 -63.31 0.00 63.31 3,463.58 831.14 2,987 2,831.26 0.41 -0.08 0.03 48.00 -23.19 -1.76 0.00 -61.53 0.00 61.53 3,444.74 824.96 2,943 2,794.73 0.43 -0.09 0.03 49.00 -22.86 -1.75 0.00 -59.77 0.00 59.77 3,425.80 818.78 2,899 2,758.34 0.45 -0.09 0.03 50.00 -22.44 -1.73 0.00 -58.03 0.00 58.03 3,406.75 812.60 2,855 2,722.09 0.47 -0.09 0.03 51.00 -22.03 -1.71 0.00 -56.30 0.00 56.30 3,387.60 806.42 2,812 2,686.01 0.49 -0.09 0.03 52.00 -21.69 -1.70 0.00 -54.58 0.00 54.58 3,368.35 800.23 2,769 2,650.07 0.50 -0.09 0.03 52.75 -21.66 -1.70 0.00 -53.31 0.00 53.31 1,967.08 539.10 1,885 1,569.07 0.52 -0.09 0.05 53.00 -21.38 -1.69 0.00 -52.88 0.00 52.88 1,965.01 538.07 1,878 1,564.41 0.52 -0.10 0.05 54.00 -21.11 -1.68 0.00 -51.19 0.00 51.19 1,956.69 533.95 1,849 1,545.77 0.54 -0.10 0.04 55.00 -20.91 -1.67 0.00 -49.51 0.00 49.51 1,948.25 529.83 1,821 1,527.15 0.57 -0.10 0.04 56.00 -20.64 -1.66 0.00 -47.85 0.00 47.85 1,939.72 525.71 1,792 1,508.55 0.59 -0.10 0.04 57.00 -20.29 -1.64 0.00 -46.19 0.00 46.19 1,931.08 521.59 1,765 1,489.98 0.61 -0.11 0.04 58.00 -19.93 -1.62 0.00 -44.55 0.00 44.55 1,922.34 517.46 1,737 1,471.44 0.63 -0.11 0.04 59.00 -19.66 -1.61 0.00 -42.92 0.00 42.92 1,913.49 513.34 1,709 1,452.93 0.65 -0.11 0.04 60.00 -19.15 -1.59 0.00 -41.31 0.00 41.31 1,904.54 509.22 1,682 1,434.44 0.68 -0.11 0.04 61.75 -19.10 -1.58 0.00 -38.54 0.00 38.54 1,888.62 502.01 1,635 1,402.17 0.72 -0.12 0.04 02007 - 2020 by ATC LLC. All rights reserved. Page 20 of 22 Model Id: 5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CUSTOMER: DISH WIRELESS L.L.C. CODE: ANSI/TIA-222-H ENG NO: 13714145 C3 02 Seg Pu Vu Tu Mu Mu Resultant Phi Phi Phi Phi Total Elev FY (-) FX (-) MY MZ Mx Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (fr-kips) (ft -kips) (ft -kips) (kips) (kips) (kips) (kips) (in) (deg) Ratio 62.00 -18.66 -1.56 0.00 -38.14 0.00 38.14 1,886.32 500.98 1,628 1,397.57 0.73 -0.12 0.04 63.00 -18.31 -1.54 0.00 -36.58 0.00 36.58 1,877.06 496.86 1,601 1,379.19 0.75 -0.12 0.04 64.00 -17.96 -1.52 0.00 -35.04 0.00 35.04 1,867.70 492.74 1,575 1,360.85 0.78 -0.12 0.04 65.00 -17.37 -1.49 0.00 -33.52 0.00 33.52 1,858.23 488.62 1,549 1,342.54 0.80 -0.12 0.03 66.00 -17.02 -1.47 0.00 -32.03 0.00 32.03 1,848.65 484.49 1,522 1,324.28 0.83 -0.13 0.03 67.00 -16.59 -1.44 0.00 -30.56 0.00 30.56 1,855.26 487.34 1,540 1,336.87 0.85 -0.13 0.03 68.00 -16.40 -1.43 0.00 -29.12 0.00 29.12 1,845.66 483.21 1,514 1,318.62 0.88 -0.13 0.03 69.00 -15.97 -1.41 0.00 -27.68 0.00 27.68 1,835.95 479.09 1,489 1,300.41 0.91 -0.13 0.03 70.00 -14.37 -1.30 0.00 -26.28 0.00 26.28 1,826.14 474.97 1,463 1,282.26 0.94 -0.13 0.03 71.00 -13.76 -1.26 0.00 -24.98 0.00 24.98 1,816.22 470.85 1,438 1,264.15 0.96 -0.14 0.03 73.00 -13.34 -1.23 0.00 -22.45 0.00 22.45 1,796.07 462.61 1,388 1,228.08 1.02 -0.14 0.03 74.00 -13.08 -1.22 0.00 -21.22 0.00 21.22 1,785.84 458.49 1,363 1,210.13 1.05 -0.14 0.03 75.00 -12.82 -1.20 0.00 -20.00 0.00 20.00 1,775.51 454.37 1,339 1,192.23 1.08 -0.14 0.02 76.00 -12.47 -1.17 0.00 -18.81 0.00 18.81 1,765.08 450.24 1,315 1,174.39 1.11 -0.14 0.02 77.00 -12.30 -1.16 0.00 -17.63 0.00 17.63 1,754.54 446.12 1,291 1,156.61 1.14 -0.15 0.02 78.00 -12.04 -1.14 0.00 -16.47 0.00 16.47 1,743.89 442.00 1,267 1,138.89 1.17 -0.15 0.02 79.00 -11.62 -1.11 0.00 -15.33 0.00 15.33 1,733.15 437.88 1,244 1,121.23 1.20 -0.15 0.02 80.00 -9.44 -0.94 0.00 -14.22 0.00 14.22 1,722.30 433.76 1,220 1,103.65 1.24 -0.15 0.02 82.00 -9.27 -0.92 0.00 -12.35 0.00 12.35 1,700.28 425.52 1,174 1,068.67 1.30 -0.15 0.02 83.00 -9.02 -0.90 0.00 -11.42 0.00 11.42 1,689.12 421.40 1,152 1,051.29 1.33 -0.15 0.02 84.00 -8.78 -0.88 0.00 -10.52 0.00 10.52 1,677.85 417.27 1,129 1,033.98 1.36 -0.15 0.02 85.00 -8.46 -0.86 0.00 -9.63 0.00 9.63 1,666.48 413.15 1,107 1,016.75 1.40 -0.16 0.02 87.00 -8.30 -0.84 0.00 -7.92 0.00 7.92 1,643.43 404.91 1,063 982.51 1.46 -0.16 0.01 88.00 -8.07 -0.82 0.00 -7.08 0.00 7.08 1,631.75 400.79 1,042 965.51 1.49 -0.16 0.01 89.00 -7.84 -0.80 0.00 -6.25 0.00 6.25 1,619.97 396.67 1,021 948.60 1.53 -0.16 0.01 90.00 -6.83 -0.71 0.00 -5.45 0.00 5.45 1,608.08 392.55 1,000 931.77 1.56 -0.16 0.01 91.00 -6.45 -0.67 0.00 -4.74 0.00 4.74 1,596.08 388.43 979 915.03 1.60 -0.16 0.01 93.00 -5.07 -0.54 0.00 -3.40 0.00 3.40 1,571.79 380.18 938 881.80 1.66 -0.16 0.01 94.00 -4.84 -0.52 0.00 -2.86 0.00 2.86 1,559.48 376.06 917 865.33 1.70 -0.16 0.01 94.40 -4.81 -0.51 0.00 -2.65 0.00 2.65 1,554.53 374.41 909 858.77 1.71 -0.16 0.01 94.60 -4.75 -0.51 0.00 -2.55 0.00 2.55 1,552.05 373.59 905 855.49 1.72 -0.16 0.01 95.00 -4.59 -0.49 0.00 -2.35 0.00 2.35 1,547.08 371.94 897 848.95 1.73 -0.16 0.01 95.30 -4.40 -0.47 0.00 -2.20 0.00 2.20 1,543.33 370.70 891 844.06 1.74 -0.16 0.01 95.40 -3.90 -0.42 0.00 -2.15 0.00 2.15 1,542.08 370.29 889 842.43 1.74 -0.16 0.01 96.00 -3.65 -0.40 0.00 -1.90 0.00 1.90 1,534.56 367.82 878 832.67 1.76 -0.16 0.01 97.00 -3.52 -0.38 0.00 -1.50 0.00 1.50 1,521.95 363.70 858 816.48 1.80 -0.16 0.00 98.00 -3.27 -0.36 0.00 -1.12 0.00 1.12 1,509.23 359.58 839 800.40 1.83 -0.16 0.00 99.00 -3.08 -0.34 0.00 -0.76 0.00 0.76 1,496.41 355.46 820 784.42 1.87 -0.16 0.00 100.00 -1.45 -0.16 0.00 -0.43 0.00 0.43 1,483.48 351.33 801 768.54 1.90 -0.16 0.00 101.00 -1.02 -0.11 0.00 -0.26 0.00 0.26 1,469.87 347.21 782 752.46 1.94 -0.16 0.00 102.00 -0.69 -0.08 0.00 -0.15 0.00 0.15 1,452.42 343.09 764 734.62 1.97 -0.16 0.00 103.00 -0.38 -0.04 0.00 -0.07 0.00 0.07 1,434.97 338.97 745 716.99 2.00 -0.16 0.00 104.00 -0.26 -0.03 0.00 -0.03 0.00 0.03 1,417.53 334.85 727 699.57 2.04 -0.16 0.00 105.00 0.00 -0.03 0.00 0.00 0.00 0.00 1,400.08 330.73 710 682.37 2.07 -0.16 0.00 02007 - 2020 by ATC LLC. All rights reserved. Page 21 of 22 Model Id: 5659 8/30/2021 11:07:32 ASSET: 283534, SARATOGA SPRINGS NY CUSTOMER: DISH WIRELESS L.L.C. ANALYSIS SUMMARY CODE: ANSI/TIA-222-H ENG NO: 13714145 C3 02 02007 - 2020 by ATC LLC. All rights reserved. Page 22 of 22 Model Id: 5659 8/30/2021 11:07:32 Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft) Ratio 1.2D + 1.OW Normal 42.32 0.00 46.58 0.00 0.00 3190.47 0.00 0.69 0.9D + 1.OW Normal 42.28 0.00 34.90 0.00 0.00 3171.95 0.00 0.69 1.2D + 1.ODi + 1.OWi Normal 8.97 0.00 69.01 0.00 0.00 676.48 52.75 0.16 1.2D + 1.OEv + 1.OEh Normal 1.89 0.00 45.49 0.00 0.00 151.91 52.75 0.05 0.9D - 1.OEv + 1.OEh Normal 1.89 0.00 31.22 0.00 0.00 150.75 52.75 0.04 1.OD + 1.OW Service Normal 11.47 0.00 38.92 0.00 0.00 861.82 0.00 0.19 02007 - 2020 by ATC LLC. All rights reserved. Page 22 of 22 Model Id: 5659 8/30/2021 11:07:32