Loading...
20200689 55 Railroad Place Antennas Application .„,r OG.I 6: CITY OF SARATOGA SPRINGS JFOR OFFICE USEj A,.~*',711/ ilA '>.: -,.�v .r DESIGN REVIEW COMMISSION C. k✓r 1 , ❑ (Application#) , � .- City Hall-474 Broadway ' ' Saratoga Springs,New York 12866 'Alc'?PCRATco `9,� Tel:518-587-3550 x.515 fax:518-580-9480 (Date received) www.saratoga-springs.org ARCHITECTURAL/HISTORIC REVIEW APPLICATION APPLICANTS)* OWNERS) (If not applicant) ATTORNEY/AGENT Name T-Mobile Saratoga Market Center, LLC John Lynch-Transcend Wireless Address 13 Monarch Drive 18 Division Street, Suite 401 2 Fennell Street#207 Liverpool, NY 13088 Saratoga prings, NY 12866 Skaneateles, NY Y 13152 Phone 315-706-7014 / bJ F-51de, 17r��lj + /$4 • 315-706-7014/ Email jrlynch@transcendwireless.com (5)0) �� _ G jrlynch@transcendwirele ss.com Identify primary contact person: 0 Applicant 0 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: 0 Owner IN Lessee 0 Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: 55 Railroad Place (rooftop antenna facility; Tax Parcel#: 165 . 59 - 1 _ 15.2 (for example:/65.52-4-37) Current Zoning District: C-1 Property use: 0 Residential 8 Non-residential/mixed-use Type of Review: 0 Architectural IN Historic 8 Extension/modification(of current approval) Summary description of proposed action: REPLACE(8) panel antennas w/(12) new panel antennas,ADD (8) RRU's(remote radio units),ADD (2) equip cabinets, ADD (1)fihPr management hnx, Ann (4) HCS B x 19 hybrid lines Has a previous application been filed with the DRC for this property? 0 No RI Yes—date(s)? 6/25/15 -App.No.(s)? uknown Revised 01/2019 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 $125 Non-residential mixed-use sketch $150 Non-residential approval—extension/mod $125 Demolition $350 A "complete" application consists of 1 hard copy(original) ,and I electronic copy of application&ALL other materials 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 building 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 Within front yard setbacks in Historic Districts only (Front setbacks:UR-1&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 Signage/Awnings ❑ 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"x17" ❑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 staff),provide plans for site development following demolition- include a timetable and letter of credit for project completion Telecommunication facilities e Color photographs showing site/existing structures,and of adjacent properties e 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 a Consult Article 240-12.22 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 01/2019 FOR OFFICE USE ONLY This application has been reviewed by the Zoning Enforcement Officer and is being forwarded to the Commission. Signature: Date: Additional Comments: Revised 01/2019 6,/,��roG:' CITY OF SARATOGA SPRINGS fFOROFFICEUSE1 � l / I �;' J DESIGN REVIEW COMMISSION1,,,,--_----- ;", ❑ (Application#) 44� , j City Hall-474 Broadway /N`ORP°RATco ‘C\'' Saratoga Springs,New York 12866 Tel:518-587-3550 x.5 I5 fax:518-580-9480 (Date received) vwvw.saratoga-springs.org ARCHITECTURAL/HISTORIC REVIEW APPLICATION APPLICANT(S)* OWNER(S)(/f not applicant) ATTORNEY/AGENT Name T-Mobile Saratoga Market Center, LLC John Lynch-Transcend Wireless Address 13 Monarch Drive 18 Division Street,Suite 401 2 Fennell Street#207 Liverpool, NY 13088 Saratoga prings, NY 12866 Skaneateles, NY 13152 Phone 315-706-7014 / OF ,' fl O t4/ /1,40i1 1 315-706-7014/ Email jrlynch@transcendwireless.com (514 01- ///, jrlynch@transcendwireless.com Identify primary contact person: 0 Applicant 0 Owner IN 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: 0 Owner B Lessee 0 Under option to lease or purchase PROPERTY INFORMATION Property Address/Location: 55 Railroad Place (rooftop antenna facility; -rte Parcel#: 165 59 1 15.2 (for example:/65.52-4-37) Current Zoning District: C-1 Property use: 0 Residential B Non-residential/mixed-use Type of Review: 0 Architectural 17 Historic RI Extension/modification(of current approval) Summary description of proposed action: REPLACE(8)panel antennas w/(12)new panel antennas,ADD(8) RRU's(remote radio units),ADD(2)equip cabinets, ADD(1)fihRr management hnx, ADD (4) HCS A x 12 hybrid lines .::. .„-....�., CASs ONLYIFA Ch c. ;� r�+ ......, SECURITY. FEATURES_.;LIEO ON,R44GK`3RCPIC,dTS`t+lO,UMPERING`OR COPYING' _ Transcend Wireless LLCM'! kW! :. f �;}8S5 10 Industrial Ave.Suite 3 BANK ichmo d,VA NA 27153 [ Mahwah,NJ 07430 Richmond.VA i� 1-32/210 iI 9/22/2020 II10I . PAY TO THE m ORDER OF Commissioner of Finance, City of Saratoga Spr)rl S 1 $**125.00 . One Hundred Twe . -Five and 00/100 _ DOLLARS City of Saratoga Springs TRANSCEND WIRELESS LLC 474 Broadwayf/ Saratoga Springs, NY 12866 �� /f7G S i . i t " 3SAA798J DRC-Development Review Committee ""-" ' ' �-- — --- - 'A! 72 PO 2 ? L S 31111 i:n ? lnnn 4 a a.. nnoi 1 0. ri „r . ... RAM /H \ KER employee-owned September 22, 2020 Jamie Marchini Transcend Wireless 10 Industrial Avenue, Suite 3 Mahwah, NJ 07430 SUBJECT: STRUCTURAL ASSESSMENT CARRIER: T-MOBILE SITE: 55 RAILROAD PLACE (3SAA798J) 55 RAILROAD PLACE SARATOGA SPRINGS, SARATOGA COUNTY, NEW YORK 12866 RAMAKER &ASSOCIATES PROJECT NUMBER: 48180 RESULTS: MOUNT: PASS 35.7% EQUIPMENT PLATFORM: PASS SUPPORTING STRUCTURE: PASS Dear Jamie Marchini: Ramaker & Associates, Inc. (RAMAKER) respectfully submits this structural assessment for the above-mentioned site. The purpose of this report is to determine the structural integrity of the structure(s) with the proposed loading configurations. Engineering recommendations regarding the analysis results are provided in the following pages. RAMAKER analyzed the structure(s) using accepted engineering practices. All information contained herein is valid only for the described structure configuration and loading conditions. RAMAKER reserves the right to modify our recommendations should alterations to the structure(s) loading occur. If you have any questions or comments, please do not hesitate to contact our office. Sincerely, OF Neiv RAMAKER &ASSOCIATES, INC. /P� E�L. P k re love.%.:,,i /no �.f. n I C i,, i ///ItY. ,..,/ No.% i s e Alam 0., op,/ J/•mes M. Alvin Michael L. Pin 3310R��/; +tructural Designer Supervising Engin ___ -- (608) 643-4100 855 Community Drive ramaker.com Sauk City, WI 53583 55 RAILROAD PLACE (3SAA798J) June 18, 2020 ANALYSIS CRITERIA Adopted Building Code 2018 IBC Referenced Standard TIA-222-H Risk Category II Ultimate Design Wind Speed,Vit 109 mph (3 sec. gust) Design Wind Speed w/ Ice 40 mph (3 sec. gust) Ice Thickness 1 inch Exposure Category B Topographic Feature None SUPPORTING DOCUMENTATION • Previous structural analysis by Centerline Solutions, job number TMO-15-0013-4, dated December 1, 2015 • Construction drawings by RAMAKER, project number 481 80 • Site visit(s) conducted by RAMAKER • Other pertinent data procured or assumed by RAMAKER during site due diligence activities MOUNT LOADING RAMAKER understands that the loading to be used for this analysis will consist of the antennas and equipment configurations as shown in the following chart(s): Equipment Loading Summary Elevation Appurtenance Mount Type Status (4) Ericsson AIR21 B2P/B4A (8) Wall Mounted Pipe Remove (4) Ericsson AIR21 B2A/B4P Mounts (4) Ericsson AIR32 B66A/B2A 75 (4) Ericsson AIR6449 B41 (4) Wall Mounted Pipe Mounts (4) RFS APXVAALL18_43-U-NA20 Proposed (4) Ericsson 4449 B71+885 Wall Mounted (4) Ericsson 4415 B25 RAMAKER & ASSOCIATES, INC. Page 2 of 5 PROJECT NUMBER:48180 55 RAILROAD PLACE (3SAA798J) June 18, 2020 RESULTS The maximum mount member stress capacities under the loading conditions previously described are as follows: Component Type Percent Capacity Pass/Fail Mount Pipe 23.8 Pass Standoff Arm 35.7 Pass RATING 35.7 PASS By engineering calculation and inspection, the existing & proposed antenna and equipment mounting structure(s) are capable of supporting the proposed loading configurations without causing an overstress condition in the antenna and equipment mounting structure(s). See associated RAMAKER construction drawings for proposed mounting structure details. As a result of the proposed loading configurations,the penthouse wall structure will experience a negligible increase in dead and wind loads from what are currently present. However, it is RAMAKER's assessment that the associated penthouse wall structure in each sector will provide adequate support for the proposed loading configurations. The proposed equipment loading configuration includes the installation of one (1) new Ericsson 6160 support cabinet (605 lbs),one (1) new Ericsson B160 battery cabinet (1883 lbs), & one (1) fiber management box (100 lbs) on the existing equipment platform located on the roof. By engineering calculation and inspection,the existing equipment platform is capable of supporting the proposed equipment without causing an overstress condition in the steel equipment platform. See associated RAMAKER construction drawings for typical cabinet support details. As a result of the proposed equipment installation,the building support structure will experience a negligible increase in dead and wind loads from what are currently present. However, it is RAMAKER's assessment that the associated building support structure will provide adequate support for the proposed equipment installation. RAMAKER & ASSOCIATES, INC. Page 3 of 5 PROJECT NUMBER: 48180 55 RAILROAD PLACE (3SAA798J) June 18, 2020 ASSUMPTIONS This analysis is based on the theoretical design capacity of the members and is not a condition assessment of the structure. This analysis is based on the information supplied and the results are only as accurate as the data obtained from this information. The Scope of Work for RAMAKER did not require verification of the provided information. The following assumptions were made for this structural analysis. 1) The mounts were built and maintained in accordance with the manufacturer's drawings and specifications and including the TIA Standards. 2) All structural members are in good condition and can achieve their full design capacity. All welds and connections can develop the full member capacity unless determined otherwise and explicitly stated in this report. 3) No physical deterioration has occurred in any of the structural components. No allowance was made for any damaged, missing, or rusted members, nor loose bolts or cracked welds. 4) All prior structural modifications,if any, are assumed to be properly installed and fully effective. 5) Information provided by the client regarding the structure, appurtenances, transmission cables, and other relevant information is assumed to be current and correct. Appurtenance sizes and weights as specified in the loading tables are best estimates and based on available information, if explicit documentation is not provided to RAMAKER. If the loading configuration is different than stated,then this analysis is invalid. 6) Mount steel grades meet the values as stated, unless noted otherwise: • Channel, Solid Round,Angle, Plate ASTM A36 (GR 36) • HSS (Rectangular) ASTM 500 (GR B-46) • W-Shapes ASTM A992 (GR 50) • Pipe ASTM A53 (GR 35) • Unistrut ASTM A653 SS (GR 33) • Threaded Rod ASTM F1554 (GR 36) • Connection Bolt ASTM A325 This analysis may be affected if any assumptions are not valid or have been made in error. RAMAKER should be notified to determine the effect on the structural integrity of the mount. SCOPE AND LIMITATIONS The engineering services performed by RAMAKER regarding this report are limited to an analysis of the mount and the capacity of its members. RAMAKER will accept no liability which may arise due to any existing deficiency in design, material,fabrication, erection,construction, or lack of maintenance. RAMAKER makes no warranties, expressed or implied in connection with this report and disclaims any liability arising from original design, material, fabrication and erection deficiencies or the "as-built"condition of this structure. RAMAKER & ASSOCIATES, INC. Page 4 of 5 PROJECT NUMBER: 48180 55 RAILROAD PLACE (3SAA798J) June 18, 2020 ATTACHMENTS • Analysis Figures • Analysis Calculations RAMAKER & ASSOCIATES, INC. Page 5 of 5 PROJECT NUMBER: 48180 Y Z A X N20 N6 m a 0- V3 N,•+8 • 18 1 a2 i • 2 �= 3 • N41 3 •'4 oa. ,\6 2 N 5 N51 N19 41...:0•f',. Q4 2 1 0 •. , 8 127 N5 o 4 N43 � lc N54 • 73 N17 d .N42 a N26 Envelope Only Solution rRAMAKER 3SAA798J SK-1 JMA Jun 17,2020 48180 48180 Mount.r3d Y z x 0 N „..,. � ® , . E_ _. e a <, 0 S I4 ® -iv. a � w s 0_ 0.::: . n� ' � o_ <2 o P..„. Ni a . •S.t3 ® d o 0_ -4l .,r 0_ it <2 N'O''" w 0_ EL Envelope Only Solution RAMAKER 3SAA798J SK-2 JMA Jun 17,2020 48180 48180 Mount.r3d Company : RAMAKER 6/17/2020 ',RISDesigner : JMA 9:38:48AM JobNumber : 48180 Checked By: n,,r<rrs:,,_,:e,7r,,„„:r Model Name : 3SAA798J Hot Rolled Steel Properties Label E [psi] G[psi] Nu Therm. Coeff. [1e3°F-1] Density[Ib/ft3] Yield[ksi] Ry Fu[ksi] Rt 1 A992 2.9e+07 1.115e... 0.3 0.65 490 50 1.1 65 1.1 2 A36 Gr.36 2.9e+07 1.115e... 0.3 0.65 490 36 1.5 58 1.2 3 A572 Gr.50 2.9e+07 1.115e... 0.3 0.65 490 50 1.1 65 1.1 4 A500 Gr.B RND 2.9e+07 1.115e... 0.3 0.65 527 42 1.4 58 1.3 _ 5 A500 Gr.B Rect 2.9e+07 1.115e... 0.3 0.65 527 46 1.4 58 1.3 6 A53 Gr.B 2.9e+07 1.115e... 0.3 0.65 490 35 1.6 60 1.2 7 A1085 2.9e+07 1.115e... 0.3 0.65 490 50 1.25 65 1.15 8 A913 Gr.65 2.9e+07 1.115e... 0.3 0.65 490 65 1.1 80 1.1 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area [in2] lyy[04] Izz[in"] J[in"] 1 Pipe 2.0 PIPE 2.0 Beam Pipe A53 Gr.B Typical 1.02 0.627 0.627 1.25-1 2 L2.5x2.5x3/16 L2.5x2.5x3 Beam Single Angle A36 Gr.36 Typical 0.901 0.535 0.535 0.011 Primary Member Properties Label I Node J Node K Node Rotate(degj Section/Shape Type Design List Material Design Rule 1 MPG3 N5 N6 Pipe 2.0 Beam Pipe A53 Gr.B Typical 2 M2 N4 N2 RIGID None None RIGID Typical 3 M3 N3 N1 RIGID None None RIGID Typical 4 M7 N15 N14 RIGID None None RIGID Typical 5 M8 N16 N13 RIGID None None RIGID Typical 6 MPA1 N17 N18 Pipe 2.0 Beam Pipe A53 Gr.B Typical 7 MPB2 N19 N20 Pipe 2.0 Beam Pipe A53 Gr.B Typical 8 M11 N22 N21 RIGID None None RIGID Typical 9 M12 N24 N23 RIGID None None RIGID Typical 10 M10 N28 N25 RIGID None None RIGID Typical 11 M13 N30 N29 RIGID None None RIGID Typical 12 MPA3 N26 N27 Pipe 2.0 Beam Pipe A53 Gr.B Typical 13 M15 N32 N31 RIGID None None RIGID Typical 14 M16 N34 N33 RIGID None None RIGID Typical 15 H1 N31 N39 90 L2.5x2.5x3/16 Beam Single Angle A36 Gr.36 Typical 16 H2 N33 N40 90 L2.5x2.5x3/16 Beam Single Angle A36 Gr.36 Typical 17 MPB1 N42 N41 Pipe 2.0 Beam Pipe A53 Gr.B Typical 18 MPB3 N54 N53 Pipe 2.0 Beam Pipe A53 Gr.B Typical 19 H3 N48 N51 180 L2.5x2.5x3/16 Beam Single Angle A36 Gr.36 Typical 20 H4 N45 N43 180 L2.5x2.5x3/16 Beam Single Angle A36 Gr.36 Typical 21 M22 N47 N48 RIGID None None RIGID Typical 22 M23 N46 N45 RIGID None None RIGID Typical Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Nodal Point Distributed 1 Antenna Dead None 12 2 Antenna Wind 0 None 24 3 Antenna Wind 30 None 24 4 Antenna Wind 45 None 24 5 Antenna Wind 60 None 24 6 Antenna Wind 90 None 24 7 Antenna Wind 120 None 24 8 Antenna Wind 135 None 24 9 Antenna Wind 150 None 24 10 Antenna Wind 180 None 24 11 Antenna Wind 210 None 24 12 Antenna Wind 225 None 24 13 Antenna Wind 240 None 24 14 Antenna Wind 270 None 24 15 Antenna Wind 300 None 24 16 Antenna Wind 315 None 24 RISA-3D Version 18 [48180 Mount.r3d] Page 1 Company : RAMAKER 6/17/2020 ''RISA Designer : JMA 9:38:48 AM Job Number : 48180 Checked By ,,,,,,,,,„„u„,_„,„„,,, Model Name : 3SAA798J Basic Load Cases(Continued) BLC Description Category X Gravity Y Gravity Z Gravity Nodal Point Distributed 17 Antenna Wind 330 None 24 18 Antenna Ice Dead None 12 19 Antenna Wind w/Ice 0 None 24 20 Antenna Wind w/Ice 30 None 24 21 Antenna Wind w/Ice 45 None 24 22 Antenna Wind w/Ice 60 None 24 23 Antenna Wind w/Ice 90 None 24 24 Antenna Wind w/Ice 120 None 24 25 Antenna Wind w/Ice 135 None 24 26 Antenna Wind w/Ice 150 None 24 27 Antenna Wind w/lce 180 None 24 28Antenna Wind w/Ice 210 None 24 29 s Antenna Wind w/Ice 225 None 24 30 _ Antenna Wind w/Ice240 _ None 24 _ 31 Antenna Wind w/Ice_270_ None 24 32 Antenna Wind w/Ice 300 None 24 33 Antenna Wind w/Ice 315 None 24 34 Antenna Wind w/Ice 330 None 24 35 Member Dead None -1 36 Member Wind 0 None 20 37 Member Wind 30 None 20 38 Member Wind 45 None 20 39 Member Wind 60 None 20 40 Member Wind 90 None 20 41 Member Wind 120 None 20 42 Member Wind 135 None 20 43 Member Wind 150 None 20 44 Member Wind 180 None 20 45 Member Wind 210 None 20 46 Member Wind 225 None 20 47 Member Wind 240 None 20 48 Member Wind 270 None 20 49 Member Wind 300 None 20 50 u Member Wind 315 None 20 ----Ti� Member Wind 330 None 20 52 Member Ice Dead None 10 53 Member Wind w/Ice 0 None 20 54 Member Wind w/Ice 30 None 20 55 Member Wind w/Ice 45 None 20 56 Member Wind w/Ice 60 None 20 57 Member Wind w/Ice 90 None 20 58 Member Wind w/Ice 120 None 20 59 Member Wind w/Ice 135 None 20 60 Member Wind w/Ice 150 None 20 61 Member Wind w/Ice 180 None 20 62 Member Wind w/Ice 210 None 20 63 Member Wind w/Ice 225 None 20 64 Member Wind w/Ice 240 None 20 65 Member Wind w/Ice 270 None 20 66 Member Wind w/Ice 300 None 20 67 Member Wind w/Ice 315 None 20 68 Member Wind w/Ice 330 None 20 69 LV-1 None 70 LV-2 None _ 71 LV-3 None 72 LV-4 None 73 LV-5 None 74 LV-6 None RISA-3D Version 18 [48180 Mount.r3d] Page 2 Company : RAMAKER 6/17/2020 Designer : JMA 9:38:48 AM II 'RISA Job Number 48180 Checked By scr E.cor.,ryn;' Model Name : 3SAA798J Basic Load Cases(Continued) BLC Description Category X Gravity Y Gravity Z Gravity Nodal Point Distributed 75 LV-7 None 76 LV-8 None 77 LV-9 None 78 LV-10 None 79 LV-11 None 80 LV-12 None 81 LV-13 None 82 LV-14 None 83 LV-15 None 84 LM-1 None 85 LM-2 None 86 LM-3 None 87 LM-4 None 88LM-5 None _ 89 _ LM-6 None 90 LM-7 None 91 LM-8 None 92 LM-9 None 93 LM-10 None 94 LM-11 None 95 LM-12 None 96 LM-13 None 97 LM-14 None 98 LM-15 None Load Combinations Description Solve PDeItaSR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 1.4D Yes Y 1 1.4 35 1.4 2 0.9D+ 1.0(0-Wi... Yes Y 1 0.9 35 0.9 2 1 36 1 3 0.9D+ 1.0(30-W... Yes Y 1 0.9 35 0.9 3 1 37 1 4 0.9D+ 1.0 (45-W... Yes Y 1 0.9 35 0.9 4 1 38 1 5 0.9D+ 1.0(60-W... Yes Y 1 0.9 35 0.9 5 1 39 1 6 0.9D+ 1.0 (90-W... Yes Y 1 0.9 35 0.9 6 1 40 1 7 0.9D+ 1.0(120-... Yes Y 1 0.9 35 0.9 7 1 41 1 8 0.9D+ 1.0(135-... Yes Y 1 0.9 35 0.9 8 1 42 1 9 0.9D+ 1.0(150-... Yes Y 1 0.9 35 0.9 9 1 43 1 10 0.9D+ 1.0(180-... Yes Y 1 0.9 35 0.9 10 1 44 1 11 0.9D+ 1.0(210-... Yes Y 1 0.9 35 0.9 11 1 45 1 12 0.9D+ 1.0(225-... Yes Y 1 0.9 35 0.9 12 1 46 1 13 0.9D+ 1.0(240-... Yes Y 1 0.9 35 0.9 13 1 47 1 14 0.9D + 1.0(270-... Yes Y 1 0.9 35 0.9 14 1 48 1 15 0.9D+ 1.0(300-... Yes Y 1 0.9 35 0.9 15 1 49 1 16 0.9D+ 1.0(315-... Yes Y 1 0.9 35 0.9 16 1 50 1 17 0.9D+ 1.0(330-... Yes Y 1 0.9 35 0.9 17 1 51 1 18 1.2D+ 1.0(0-Wi... Yes Y 1 1.2 35 1.2 2 1 36 1 19 1.2D+ 1.0(30-W... Yes Y 1 1.2 35 1.2 3 1 37 1 20 1.2D+ 1.0(45-W... Yes Y 1 1.2 35 1.2 4 1 38 1 21 1.2D+ 1.0(60-W... Yes Y 1 1.2 35 1.2 5 1 39 1 22 1.2D+ 1.0(90-W... Yes Y 1 1.2 35 1.2 6 1 40 1 23 1.2D+ 1.0(120-... Yes Y 1 1.2 35 1.2 7 1 41 1 24 1.2D+ 1.0 (135-... Yes Y 1 1.2 35 1.2 8 1 42 1 25 1.2D+ 1.0(150-... Yes Y 1 1.2 35 1.2 9 1 43 1 26 1.2D+ 1.0 (180-... Yes Y 1 1.2 35 1.2 10 1 44 1 27 1.2D+ 1.0(210-... Yes Y 1 1.2 35 1.2 11 1 45 1 28 1.2D+ 1.0 (225-... Yes Y 1 1.2 35 1.2 12 1 46 1 29 1.2D+ 1.0(240-... Yes Y 1 1.2 35 1.2 13 1 47 1 30 1.2D+ 1.0 (270-... Yes Y 1 1.2 35 1.2 14 1 48 1 31 1.2D+ 1.0(300-... Yes Y 1 1.2 35 1.2 15 1 49 1 RISA-3D Version 18 [48180 Mount.r3d] Page 3 Company : RAMAKER 6/17/2020 ''RISA Job NuDesignermber : JMA48180 9:38:48 AM : Checked By: NE -sclierccor,,,At;v Model Name : 3SAA798J Load Combinations(Continued) Description Solve PDeltaSR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 32 1.2D+ 1.0 315-... Yes Y 1 1.2 35 1.2 16 1 50 1 33 1.2D+ 1.0(330-... Yes Y 1.2 35 1.2 17 1 51 34 1.2D+ 1.0Di + 1.... Yes Y 1.2 35 1.2 18 1 52 19 53 35 1.2D+ 1.0Di+ 1.... Yes Y 1.2 35 1.2 18 1 52 20 54 36 1.2D+ 1.0Di+ 1.... Yes Y 1.2 35 1.2 18 1 52 21 55 37 1.2D+ 1.0Di+ 1.... Yes Y 1.2 35 1.2 18 1 52 22 56 38 1.2D+ 1.0Di + 1.... Yes Y 1.2 35 1.218 1 52 23 57 39 1.2D+ 1.0Di+ 1.... Yes Y 1.2 35 1.2 18 1 52 -24 58 40 1.2D+ 1.0Di + 1.... Yes Y 1.2 35 1.2 18 1 52 25 59 41 1.2D+ 1.0Di+ 1.... Yes Y 1.2 35 1.2 18 1 52 26 60 42 1.2D+ 1.0Di + 1.... Yes Y 1.2 35 1.2 18 1 52 27 61 43 1.2D+ 1.0Di+ 1.... Yes Y 1.2 35 1.2 18 1 52 28 62 44 1.2D+ 1.0Di + 1.... Yes Y 1.2 35 1.2 18 1 52 29 63 45 1.2D+ 1.0Di+ 1.... Yes Y 1 1.2 35 1.2 18 1 52 30 1 64 1 46 1.2D+ 1.0Di+ 1.... Yes Y 1 1.2 35 1.2 18 1 52 31 1 65 1 47 1.2D+ 1.0Di+ 1.... Yes Y 1 1.2 35 1.2 18 1 52 32 1 66 1 48 1.2D+ 1.0Di+ 1.... Yes Y 1 1.2 35 1.2 18 1 52 33 1 67 1 49 1.2D+ 1.0Di+ 1.... Yes Y 1 1.2 35 1.2 18 1 52 34 1 68 1 50 1.2D + 1.5LV-1 Yes Y 1 1.2 35 1.2 69 1.5 51 1.2D+ 1.5LV-2 Yes Y 1 1.2 35 1.2 70 1.5 52 1.2D+ 1.5LV-3 Yes Y 1 1.2 35 1.2 71 1.5 53 1.2D+ 1.5LV-4 Yes Y 1 1.2 35 1.2 72 1.5 54 1.2D+ 1.5LV-5 Yes Y 1 1.2 35 1.2 73 1.5 55 1.2D+ 1.5LV-6 Yes Y 1 1.2 35 1.2 74 1.5 56 1.2D+ 1.5LV-7 Yes Y 1 1.2 35 1.2 75 1.5 57 1.2D+ 1.5LV-8 Yes Y 1 1.2 35 1.2 76 1.5 58 1.2D+ 1.5LV-9 Yes Y 1 1.2 35 1.2 77 1.5 59 1.2D+ 1.5LV-10 Yes Y 1 1.2 35 1.2 78 1.5 60 1.2D+ 1.5LV-11 Yes Y 1 1.2 35 1.2 79 1.5 61 1.2D+1.5LV-12 Yes Y 1 1.2 35 1.2 80 1.5 62 1.2D+ 1.5LV-13 Yes Y 1 1.2 35 1.2 81 1.5 63 1.2D+ 1.5LV-14 Yes Y 1 1.2 35 1.2 82 1.5 64 1.2D+ 1.5LV-15 Yes Y 1 1.2 35 1.2 83 1.5 65 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 2 0.084 36 0.084 66 1.2D + 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 3 0.084 37 0.084 67 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 4 0.084 38 0.084 68 1.2D + 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 5 0.084 39 0.084 69 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 6 0.084 40 0.084 70 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 7 0.084 41 0.084 71 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 8 0.084 42 0.084 72 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 9 0.084 43 0.084 73 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 10 0.084 44 0.084 74 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 11 0.084 45 0.084 75 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 12 0.084 46 0.084 76 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 13 0.084 47 0.084 77 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 14 0.084 48 0.084 78 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 15 0.084 49 0.084 79 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 16 0.084 50 0.084 80 1.2D+ 1.5LM-1... Yes Y 1 1.2 35 1.2 84 1.5 17 0.084 51 0.084 81 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 2 0.084 36 0.084 82 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 3 0.084 37 0.084 83 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 4 0.084 38 0.084 84 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 5 0.084 39 0.084 85 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 6 0.084 40 0.084 86 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 7 0.084 41 0.084 87 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 8 0.084 42 0.084 88 1.2D + 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 9 0.084 43 0.084 89 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 10 0.084 44 0.084 RISA-3D Version 18 [48180 Mount.r3d] Page 4 Company : RAMAKER 6/17/2020 ''R ISA Desig JobNnerumber : JMA 9:38:48 AM 48180 Checked By: aa��s��s;cic:cor,�r�,nw Model Name : 3SAA798J Load Combinations(Continued) Description Solve PDeItaSR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 90 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 11 0.084 45 0.084 91 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 12 0.084 46 0.084 92 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 13 0.084 47 0.084 93 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 14 0.084 48 0.084 94 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 15 0.084 49 0.084 95 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 16 0.084 50 0.084 96 1.2D+ 1.5LM-2... Yes Y 1 1.2 35 1.2 85 1.5 17 0.084 51 0.084 97� 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 2 0.084 36 0.084 98 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 3 0.084 37 0.084 99 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 4 0.084 38 0.084 100 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 5 0.084 39 0.084 101 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 6 0.084 40 0.084 102 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 7 0.084 41 0.084 103 1.2D+1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 8 0.084 42 0.084 104 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 9 0.084 43 0.084 105 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 10 0.084 44 0.084 106 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 11 0.084 45 0.084 107 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 12 0.084 46 0.084 108 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 13 0.084 47 0.084 109 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 14 0.084 48 0.084 110 1.2D + 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 15 0.084 49 0.084 111 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 16 0.084 50 0.084, 112 1.2D+ 1.5LM-3... Yes Y 1 1.2 35 1.2 86 1.5 17 0.084 51 0.084 113 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 2 0.084 36 0.084 114 1.2D + 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 3 0.084 37 0.084 115 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 4 0.084 38 0.084 116 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 5 0.084 39 0.084 117 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 6 0.084 40 0.084 118 1.2D + 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 7 0.084 41 0.084 119 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 8 0.084 42 0.084 120 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 9 0.084 43 0.084 121 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 10 0.084 44 0.084 122 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 11 0.084 45 0.084 123 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 12 0.084 46 0.084 124 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 13 0.084 47 0.084 125 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 14 0.084 48 0.084 126 1.2D + 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 15 0.084 49 0.084 127 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 16 0.084 50 0.084 128 1.2D+ 1.5LM-4... Yes Y 1 1.2 35 1.2 87 1.5 17 0.084 51 0.084 129 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 2 0.084 36 0.084 130 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 3 0.084 37 0.084 131 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 4 0.084 38 0.084 132 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 5 0.084 39 0.084 133 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 6 0.084 40 0.084 134 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 7 0.084 41 0.084 135 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 8 0.084 42 0.084 136 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 9 0.084 43 0.084 137 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 10 0.084 44 0.084 138 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 11 0.084 45 0.084 139 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 12 0.084 46 0.084 140 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 13 0.084 47 0.084 141 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 14 0.084 48 0.084 142 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 15 0.084 49 0.084 143 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 16 0.084 50 0.084 144 1.2D+ 1.5LM-5... Yes Y 1 1.2 35 1.2 88 1.5 17 0.084 51 0.084 145 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 2 0.084 36 0.084 146 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 3 0.084 37 0.084 147 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 4 0.084 38 0.084 RISA-3D Version 18 [48180 Mount.r3d] Page 5 Company : RAMAKER 6/17/2020 II'�'�� igner : JMA 9:38:48 AM JobDesNumber : 48180 Checked By A :[ MErscrur_r,COr.,.'nrn, Model Name : 3SAA798J Load Combinations(Continued) Description Solve PDeItaSR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 148 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 5 0.084 39 0.084 149 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 6 0.084 40 0.084 150 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 7 0.084 41 0.084T 151 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 8 0.084 42 0.084 152 1.2D + 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 9 0.084 43 0.084 153 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 10 0.084 44 0.084 154 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.511 _ 0.084 45 0.084 155 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 12 0.084 46 0.084 156 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 13 0.084 47 0.084 157 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 14 0.084 48 0.084 158 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 15 0.084 49 0.084 159 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 16 0.084 50 0.084 160 1.2D+ 1.5LM-6... Yes Y 1 1.2 35 1.2 89 1.5 17 0.084 51 0.084 161 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 2 0.084 36 0.084 162 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 3 0.084 37 0.084 163 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 4 0.084 38 _0.084 164 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 5 0.084 39 0.084 165 1.2D+1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 6 0.084 40 0.084 166 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 7 0.084 41 0.084 167 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 8 0.084 42 0.084 168 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 9 0.084 43 0.084 169 1.2D+1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 10 0.084 44 0.084 170 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 11 0.084 45 0.084 171 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 12 0.084 46 0.084 172 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 13 0.084 47 0.084 173 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 14 0.084 48 0.084 174 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 15 0.084 49 0.084 175 1.2D+ 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 16 0.084 50 0.084 176 1.2D + 1.5LM-7... Yes Y 1 1.2 35 1.2 90 1.5 17 0.084 51 0.084 177 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 2 0.084 36 0.084 178 1.2D + 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 3 0.084 37 0.084 179 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 4 0.084 38 0.084 180 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 5 0.084 39 0.084 181 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 6 0.084 40 0.084 182 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 7 0.084 41 0.084 183 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 8 0.084 42 0.084 184 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 9 0.084 43 0.084 185 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 10 0.084 44 0.084 186 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 11 0.084 45 0.084 187 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 12 0.084 46 0.084 188 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 13 0.084 47 0.084 189 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 14 0.084 48 0.084 190 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 15 0.084 49 0.084 191 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 16 0.084 50 0.084 192 1.2D+ 1.5LM-8... Yes Y 1 1.2 35 1.2 91 1.5 17 0.084 51 0.084 193 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 2 0.084 36 0.084 194 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 3 0.084 37 0.084 195 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 4 0.084 38 0.084 196 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 5 0.084 39 0.084 197 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 6 0.084 40 0.084 198 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 7 0.084 41 0.084 199 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 8 0.084 42 0.084 200 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 9 0.084 43 0.084 201 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 10 0.084 44 0.084 202 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 11 0.084 45 0.084 203 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 12 0.084 46 0.084 204 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 13 0.084 47 0.084 205 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 14 0.084 48 0.084 RISA-3D Version 18 [48180 Mount.r3d] Page 6 Company : RAMAKER 6/17/2020 ''RISA Designer : JMA 9:38:48 AM Job Number 48180 Checked By A rsrrat:rscr4ri:cnr.:anr.jr Model Name : 3SAA798J Load Combinations(Continued) Description Solve PDeItaSR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 206 1.2D + 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 15 0.084 49 0.084 207 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 16 0.084 50 0.084 208 1.2D+ 1.5LM-9... Yes Y 1 1.2 35 1.2 92 1.5 17 0.084 51 0.084 209 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 2 0.084 36 0.084 210 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 3 0.084 37 0.084 211 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 4 0.084 38 0.084 212 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 5 0.084 39 0.084 213 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 6 0.084 40 0.084 _T 214 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 7 0.084 41 0.084 215 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 8 0.084 42 0.084 216 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 9 0.084 43 0.084 217 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 10 0.084 44 0.084 218 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 11 0.084 45 0.084 219 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 12 0.084 46 0.084 220 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 13 0.084 47 0.084 221 1.2D+1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 14 0.084 48 0.084 222 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 15 0.084 49 0.084 223 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 16 0.084 50 0.084 224 1.2D+ 1.5LM-10... Yes Y 1 1.2 35 1.2 93 1.5 17 0.084 51 0.084 225 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 2 0.084 36 0.084 226 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 3 0.084 37 0.084 227 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 4 0.084 38 0.084 228 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 5 0.084 39 0.084 229 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 6 0.084 40 0.084 230 1.2D + 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 7 0.084 41 0.084 231 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 8 0.084 42 0.084 232 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 9 0.084 43 0.084 233 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 10 0.084 44 0.084 234 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 11 0.084 45 0.084 235 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 12 0.084 46 0.084 236 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 13 0.084 47 0.084 237 1.20+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 14 0.084 48 0.084 238 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 15 0.084 49 0.084 239 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 16 0.084 50 0.084 240 1.2D+ 1.5LM-11... Yes Y 1 1.2 35 1.2 94 1.5 17 0.084 51 0.084 241 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 2 0.084 36 0.084 242 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 3 0.084 37 0.084 243 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 4 0.084 38 0.084 244 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 5 0.084 39 0.084 245 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 6 0.084 40 0.084 246 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 7 0.084 41 0.084 247 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 8 0.084 42 0.084 248 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 9 0.084 43 0.084 249 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 10 0.084 44 0.084 250 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 11 0.084 45 0.084 251 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 12 0.084 46 0.084 252 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 13 0.084 47 0.084 253 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 14 0.084 48 0.084 254 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 15 0.084 49 0.084 255 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 16 0.084 50 0.084 256 1.2D+ 1.5LM-12... Yes Y 1 1.2 35 1.2 95 1.5 17 0.084 51 0.084 257 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 2 0.084 36 0.084 258 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 3 0.084 37 0.084 259 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 4 0.084 38 0.084 260 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 5 0.084 39 0.084 261 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 6 0.084 40 0.084 262 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 7 0.084 41 0.084 263 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 8 0.084 42 0.084 RISA-3D Version 18 [48180 Mount.r3d] Page 7 Company : RAMAKER 6/17/2020 ',R'SA Designer : JMA 9:38:48 AM Job Number : 48180 Checked By nrac:.,,,,,,„,c_�rzw,uv Model Name : 3SAA798J Load Combinations(Continued) Description Solve PDeItaSR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 264 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 9 0.084 43 0.084 265 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 10 0.084 44 0.084 266 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 11 0.084 45 0.084 267 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 12 0.084 46 0.084 268 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 13 0.084 47 0.084 269 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 14 0.084 48 0.084 270 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 15 0.084 49 0.084 271 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 16 0.084 50 0.084 272 1.2D+ 1.5LM-13... Yes Y 1 1.2 35 1.2 96 1.5 17 0.084 51 0.084 273 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 2 0.084 36 0.084 274 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 3 0.084 37 0.084 275 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 4 0.084 38 0.084 276 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 5 0.084 39 0.084 277 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 6 0.084 40 0.084 278 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 7 0.084 41 0.084 279 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 8 0.084 42 0.084 280 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 9 0.084 43 0.084 281 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 10 0.084 44 0.084 282 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 11 0.084 45 0.084 283 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 12 0.084 46 0.084 284 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 13 0.084 47 0.084 285 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 14 0.084 48 0.084 286 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 15 0.084 49 0.084 287 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 16 0.084 50 0.084 288 1.2D+ 1.5LM-14... Yes Y 1 1.2 35 1.2 97 1.5 17 0.084 51 0.084 289 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 2 0.084 36 0.084 290 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 3 0.084 37 0.084 291 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 4 0.084 38 0.084 292 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 5 0.084 39 0.084 293 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 6 0.084 40 0.084 294 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 7 0.084 41 0.084 295 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 8 0.084 42 0.084 296 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 9 0.084 43 0.084 297 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 10 0.084 44 0.084 298 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 11 0.084 45 0.084 299 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 12 0.084 46 0.084 300 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 13 0.084 47 0.084 301 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 14 0.084 48 0.084 302 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 15 0.084 49 0.084 303 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 16 0.084 50 0.084 304 1.2D+ 1.5LM-15... Yes Y 1 1.2 35 1.2 98 1.5 17 0.084 51 0.084 Node Reactions Node La... X[Ibs] LC Y[lbs] LC Z[lbs] LC MX[Ib-fl LC MY[lb-ft]_ LC MZ[lb-ft] LC 1 N35 max 65.097 15 226.026 36 201.097 2 0 304 0 304 0 304 2 min -123.914 23 52.748 12 -246.766 26 0 1 0 1 0 1 3 N36 max 64.14128 229.308 39 92.533 18 0 304 0 304 0 304 4 min -5.392 ' 4 75.071 14 -65.866 10 0 1 0 1 0 1 5 N1 max 4.79 24 193.114 42 36.887 42 0 304 1.197 24 0 304 6 min -4.79 28 12.915 2 -1.472 2 0 1 -1.197 28 0 1 7 N2 max 193.587 29 193.268 34 344.652 2 0 304 48.397 31 0 304 8 min -193.587 21 13.023 10 -366.809 26 0 1 -48.397 21 0 1 9 N13 max 4.319 6 192.92 34 -11.137 7 0 304 1.08 6 0 304 10 min -4.319 14 14.346 10 -47.234 37 0 1 -1.08 14 0 1 11 N14 max 192.411 15 192.98 42 360.518 18 0 304 48.103 15 0 304 12 min -192.411 7 14.329 2 -330.538 10 0 1 -48.103 5 0 1 13 N21 max 129.685 29 152.279 34 210.246 2 0 304 32.421 31 0 304 14 min -129.685 21 45.553 10 -236.441 26 0 1 -32.421 21 0 1 RISA-3D Version 18 [48180 Mount.r3d] Page 8 Company : RAMAKER 6/17/2020 ',R'S� gner : JMA 9:38:48 AM JobDesiNumber : 48180 Checked By /:,E,Ir ,C,'E,r0,,,•-;,,,,. Model Name : 3SAA798J Node Reactions(Continued) Node La... X[Ibs] LC Y[Ibs] LC Z[Ibs] LC MX[lb-ft] LC MYJIb-ftL LC MZ[Ib-ftl LC 15 N23 max 33.829 21 151.345 42 80.201 26 0 304 8.457 21 0 304 16 min -33.829 29 45.094 2 -54.007 2 0 1 -8.457 29 0 1 17 N37 max 65.166 15 107.877 37 144.961 18 0 304 0 304 0 304 18 min -123.555 23 7.176 13 -126.959 10 0 1 0 1 0 1 19 N38 max 63.774 28 114.486 49 13.972 29 0 304 0 304 0 304 20 min -5.453 4 20.813 9 0.544 5 0 1 0 1 0 1 21 N39 max 63.519 28 59.673 49 25.525 9 0 304 0 304 0 304 22 min -5.522 4 -26.878 9 -56.191 33 0 1 0 1 0 1 23 N40 max 65.391 15 75.939 27 169.672 18 0 304 0 304 0 304 24 min -123.456 23 -63.842 3 -152.311 10 0 1 0 1 0 1 25 N43 max 76.515 14 38.05 16 133.442 8 0 304 0 304 0 304 26 min -130.104 22 -81.04 24 -135.769 32 0 1 0 1 0 1 27 N44 max 89.767 48 60.055 38 4.35 12 0 304 0 304 0 304 28 min -8.996 8 3.649 14 -35.642 37 0 1 0 1 01 29 N49 max 77.248 14 250.068 43 340.415 33 0 304 0 304 0 304 30 min -131.35 22 18.967 4 -301.119 9 0 1 0 1 0 1 31 N50 max 90.278 48 265.282 38 73.127 2 0 304 0 304 0 304 32 min -9.031 8 18.622 14 -96.831 26 0 1 0 1 0 1 33 N51 max 89.426 48 6.28 15 57.224 24 0 304 0 304 0 304 34 min -8.97 8 -78.934 40 -41.073 16 0 1 0 1 0 1 35 N52 max 76.808 14 55.061 28 34.314 2 0 304 0 304 0 304 36 min -130.601 22 -27.383 4 -40.95 26 0 1 0 1 0 1 37 Totals: max 1130.451 30 2281.235 45 1663.939 18 38 min -1130.451 6 728.246 5 -1663.938 10 LRFD Mem... Shape Code...Loc[ftl LC Shear... Loc[ftl Dir LC hi*Pnc... phi*Pnt...phi*Mny...phi*Mnz... Cb Eqn 1 MPG3 PIPE 2.0 0.238 3.125 26 0.02 3.125 26 ?0866.7... 32130 1871.625 1871.625 1 H1-1b 2 MPA1 PIPE2.0 0.23 3.25 26 0.02 5.25 18 20866.7... 32130 1871.625 1871.625 1 H1-1b 3 MPB2 PIPE-2.0 0.124 3.208 26 0.015 3.281 26 17855.0... 32130 1871.625 1871.625 1 H1-lb 4 MPA3 PIPE 2.0 0.23 3.25 26 0.039 3.313 19 20866.7... 32130 1871.625 1871.625 3 H1-lb 5 H1 L2.5x2.5x3 0.257 0 41 0.027 1.986 z 42 15818.5... 29192.4 872.574 1789.363 1.5 H2-1 6 H2 L2.5x2.5x3 0.294 1.986 26 0.026 3.024 y 18 15818.5... 29192.4 872.574 1709.048 1.219 H2-1 7 MPB1 PIPE_2.0 0.129 5.25 42 0.053 3.313 26 20866.7... 32130 1871.625 1871.625 3 H1-lb 8 MPG3 PIPE 2.0 0.23 3.25 30 0.091 3.313 19 20866.7... 32130 1871.625 1871.625 1.561 H1-lb 9 H3 L2.5x2.5x3 0.324 0 37 0.025 1.986 y 37 15818.5... 29192.4 872.574 1789.363 1.5 H2-1 10 H4 L2.5x2.5x3 0.357 0 47 0.024 1.986 z 19 15818.5... 29192.4 872.574 1789.363 1.5 H2-1 RISA-3D Version 18 [48180 Mount.r3d] Page 9 n Job 3SAA798J R /J M / K E R By Project 48180 employee-owned Date 6/17/20 Wind Load on Antennas TIA-222-H qz=0.00256 Kz Kzt K5 Ke Kd V2 Ground Elevation : 320 ft Annex S: N F=gzGhCaAa Kes(Fw): 1.00 Risk Category : II Risk Categorization of Structures (Table 2-1) Kes (t;): 1.00 Exposure : B Exposure Category V: 109 mph Basic Wind Speed (Annex B) z : 75 ft Height above ground level to the center of the antenna Kz : 0.91 Velocity Pressure Coefficient (2.6.5.2) Kzt : 1.00 Topographic Factor(2.6.6.4) K5 : 1.00 Rooftop Wind Speed-up Factor(2.6.7) Ke : 0.99 Ground Elevation Factor(Table 2-6) Kd : 0.95 Wind Direction Probability Factor (Table 2-2) qz : 26.0 psf Velocity Pressure at Height z Gh : 1.00 Strength Design of Appurtenances and their Connections Mount&Antenna Wind Loads Appurtenance Height Width h/D Shape Ca Aa Force Force in in sq ft lb p/f Air 32 B66A B2A 56.6 12.9 4.4 Flat 1.284 5.07 169.2 AIR 6449 B41 33.1 20.6 1.6 Flat 1.200 4.73 147.4 APXVAALL18 43-U-NA20 72.0 24.0 3.0 Flat 1.222 12.00 381.3 4449 17.9 13.2 1.4 Flat 1.200 1.64 51.2 RRUS 4415 B25 16.5 13.4 1.2 Flat 1.200 1.54 47.9 Pipe2STD x 6 ft 72.0 2.4 30.3 Round 1.200 1.19 37.0 6.2 Pipe2STD x 7 ft 84.0 2.4 35.4 Round 1.200 1.39 43.2 6.2 L2-1/2X2-1/2X3/16 x 4.33 ft 52.0 2.5 20.8 Flat 1.859 0.90 43.6 10.1 Job 3SAA798J RA M / K E Project 48180 - employee-owned By JMA Date 6/17/20 Wind Load on Antennas TIA-222-H qZ=0.00256 KZ lc Ks Ke Kd V2 Ground Elevation : 320 ft Annex S: N F=qz Gh Ca Aa Kes (Fw): 1.00 Risk Category : II Risk Categorization of Structures (Table 2-1) Kes(ti): 1.00 Exposure : B Exposure Category V: 109 mph Basic Wind Speed (Annex B) z : 75 ft Height above ground level to the center of the antenna KZ : 0.91 Velocity Pressure Coefficient (2.6.5.2) KZt : 1.00 Topographic Factor(2.6.6.4) Ks : 1.00 Rooftop Wind Speed-up Factor(2.6.7) Ke : 0.99 Ground Elevation Factor(Table 2-6) Kd : 0.95 Wind Direction Probability Factor(Table 2-2) qZ : 26.0 psf Velocity Pressure at Height z Gh : 1.00 Strength Design of Appurtenances and their Connections Mount&Antenna Wind Loads Appurtenance Height Depth h/D Shape Ca Aa Force Force in in sq ft lb plf Air 32 B66A B2A 56.6 8.7 6.5 Flat 1.378 3.42 122.5 AIR 6449 B41 33.1 8.3 4.0 Flat 1.266 1.91 62.9 APXVAALL18 43-U-NA20 72.0 8.5 8.5 Flat 1.449 4.25 160.1 4449 17.9 9.5 1.9 Flat 1.200 1.18 36.7 RRUS 4415 325 16.5 5.9 2.8 Flat 1.213 0.68 21.3 Pipe2STD x 6 ft 72.0 2.4 30.3 Round 1.200 1.19 37.0 6.2 Pipe2STD x 7 ft 84.0 2.4 35.4 Round 1.200 1.39 43.2 6.2 L2-1/2X2-1/2X3/16 x 4.33 ft 52.0 2.5 20.8 Flat 1.859 0.90 43.6 10.1 • Job 3SAA798J • RAM / K E R By Project 48180 A employee-owned Date 6/17/20 Ice Wind Load on Antennas TIA-222-H Risk Category: II Risk Categorization of Structures (Table 2-1) Annex S: N Exposure : B Exposure Category Kes (FW): 1.00 V; : 40 mph Basic Wind Speed (Annex B) Kes(t1): 1.00 z : 75 ft Height above ground level to the center of the antenna KZ : 0.91 Velocity Pressure Coefficient (2.6.5.2) K7 : 1.00 Topographic Factor(2.6.6.4) K5 : 1.00 Rooftop Wind Speed-up Factor(2.6.7) Ke : 0.99 Ground Elevation Factor(Table 2-6) Kd : 0.95 Wind Direction Probability Factor (Table 2-2) I : 1.00 Importance Factor(Table 2-3) qZ : 3.50 psf Velocity Pressure at Height z Gh : 1.00 Strength Design of Appurtenances and their Connections t;Z : 1.09 in Design Thickness of Radial Glaze Ice at Height z (2.6.10) Mount&Antenna Ice Wind Loads Appurtenance Height Width h/D Shape Ca Aa Force Force in in sq ft lb plf Air 32 B66A B2A 58.8 15.1 3.9 Flat 1.262 6.15 27.2 AIR 6449 B41 35.3 22.7 1.6 Flat 1.200 5.57 23.4 APXVAALL18 43-U-NA20 74.2 26.2 2.8 Flat 1.215 13.48 57.3 4449 20.1 15.4 1.3 Flat 1.200 2.14 9.0 RRUS 4415 B25 18.7 15.6 1.2 Flat 1.200 2.02 8.5 Pipe2STD x 6 ft 74.2 4.5 16.3 Round 1.007 2.34 8.3 1.3 Pipe2STD x 7 ft 86.2 4.5 19.0 Round 1.066 2.72 10.2 1.4 L2-1/2X2-1/2X3/16 x 4.33 ft 54.1 4.7 11.6 Flat 1.553 1.76 9.5 2.1 Job 3SAA798J RAM \\ K E R ProjectP481A80 employee-owned Date 6/17/20 Ice Wind Load on Antennas TIA-222-H Risk Category : II Risk Categorization of Structures (Table 2-1) Annex S: N Exposure : B Exposure Category Key(Fj: 1.00 V; : 40 mph Basic Wind Speed (Annex B) Key (t;): 1.00 z : 75 ft Height above ground level to the center of the antenna KZ : 0.91 Velocity Pressure Coefficient(2.6.5.2) KZt: 1.00 Topographic Factor(2.6.6.4) K5 : 1.00 Rooftop Wind Speed-up Factor(2.6.7) Ke : 0.99 Ground Elevation Factor (Table 2-6) Kd : 0.95 Wind Direction Probability Factor(Table 2-2) I : 1.00 Importance Factor(Table 2-3) qZ : 3.50 psf Velocity Pressure at Height z Gh : 1.00 Strength Design of Appurtenances and their Connections t15 : 1.09 in Design Thickness of Radial Glaze Ice at Height z (2.6.10) Mount&Antenna Ice Wind Loads Appurtenance Height Depth h/D Shape Ca Aa Force Force in in sq ft lb plf Air 32 B66A B2A 58.8 10.9 5.4 Flat 1.329 4.44 20.6 AIR 6449 B41 35.3 10.5 3.4 Flat 1.238 2.57 11.1 APXVAALL18 43-U-NA20 74.2 10.7 7.0 Flat 1.398 5.50 26.9 4449 20.1 11.6 1.7 Flat 1.200 1.62 6.8 RRUS 4415 B25 18.7 8.1 2.3 Flat 1.200 1.05 4.4 Pipe2STD x 6 ft 74.2 4.5 16.3 Round 1.007 2.34 8.3 1.3 Pipe2STD x 7 ft 86.2 4.5 19.0 Round 1.066 2.72 10.2 1.4 L2-1/2X2-1/2X3/16 x 4.33 ft 54.1 4.7 11.6 Flat 1.553 1.76 9.5 2.1 Job 3SAA798J • RAM \K E R By Project 48180 ".; employee-owned Date 6/17/20 Ice Load on Antennas TIA-222-H Ice Weight : 56 pcf Ice Density Annex S: N t1 : 1.00 Design Ice Thickness KeS (FW): 1.00 Occupancy : II Classification of Structures (Table 2-1) KeS(t1): 1.00 Exposure : B Exposure Category V; : 40 mph Basic Wind Speed (Annex B) z : 75 ft Height above ground level to the center of the antenna I : 1.00 Importance Factor(Table 2-3) K1 : 1.09 Height Escalation Factor for Ice Thickness KZt : 1.00 Topographic Factor(2.6.6.4) t;Z : 1.09 in Design Thickness of Radial Ice at Height z (2.6.8) Platform Grating : None Ice Load : psf Mount&Antenna Ice Wind Loads Appurtenance Height Width Depth Diam. Area Perim. Ice Weight in in in in sq in in lb plf Air 32 B66A B2A 58.8 15.1 10.9 15.56 56.77 47.54 104.1 AIR 6449 B41 35.3 22.7 10.5 22.17 79.30 62.06 85.1 APXVAALL18 43-U-NA20 74.2 26.2 10.7 25.46 90.53 69.34 211.2 4449 20.1 15.4 11.6 16.23 59.04 49.62 34.3 RRUS 4415 B25 18.7 15.6 8.1 14.64 53.64 42.94 28.7 Pipe2STD x 6 ft 74.2 4.5 4.5 2.38 11.80 10.87 27.5 4.6 Pipe2STD x 7 ft 86.2 4.5 4.5 2.38 11.80 10.87 32.1 4.6 L2-1/2X2-1/2X3/16 x 4.33 ft 54.1 4.7 4.7 3.54 15.76 14.34 26.5 6.1 ZAx 2 • 0 (ON N37 N39 • 2 0 1 0-1 8 N61 3. o. cs ?g 6 ,• 3 2- X35 0,56 �3 4i2 ',4413 • 1 ° • 6N4 CM3 0,-555 . '. 9 : 27 G 4• — 2• • N59 :r • � N6 28 w "' N3 26 Envelope Only Solution RAMAKER 3SAA798J SK-1 JMA Jun 17,2020 48180 48180 Platform.r3d Y Z X P \1\111' \16 10 �g'F1� <44A�84-70 Ga-1_0• 84- 114- 70 X6 ° $ 4'-s c , i 44- 6 .I,NC) 1'1'44.6 kk8,70 44-4 6 10 Envelope Only Solution RAMAKER 3SAA798J SK-2 JMA Jun 17,2020 48180 48180 Platform.r3d Company : RAMAKER 6/17/2020 II I R ISA Designer : JMA 1:29:16 PM Job Number : 48180 Checked By n fJp,;c crrru ctv-,„r,v Model Name : 3SAA798J Hot Rolled Steel Properties Label E[psi]_ G[psi] Nu Therm. Coeff. Density jib/ft'] Yield [ksi] Ry Fu[ksi] Rt 1 A992 2.9e+07 1.115e... 0.3 0.65 490 50 1.1 65 1.1 2 A36 Gr.36 2.9e+07 1.115e... 0.3 0.65 490 36 1.5 58 1.2 3 A572 Gr.50 2.9e+07 1.115e... 0.3 0.65 490 50 1.1 65 1.1 4 A500 Gr.B RND 2.9e+07 1.115e... 0.3 0.65 527 42 1.4 58 1.3 5 A500 Gr.B Rect 2.9e+07 1.115e... 0.3 0.65 527 46 1.4 58 1.3 6 A53 Gr.B 2.9e+07 1.115e... 0.3 0.65 490 35 1.6 60 1.2 7 A1085 2.9e+07 1.115e... 0.3 0.65 490 50 1.25 65 1.15 8 A913 Gr.65 2.9e+07 1.115e... 0.3 0.65 490 65 1.1 80 1.1 Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rule Area[in?]__yyAn°] Izz[in"] J[in"]_ 1 W8x10 W8X10 Beam Wide Flange A992 Typical 2.96 2.09 30.8 0.043 2 W12x14 W12X14 Beam Wide Flange A992 Typical 4.16 2.36 88.6 0.07 3 C8x11.5 C8X11.5 Beam Channel A36 Gr.36 Typical 3.37 1.31 32.5 0.13 4 L4x4x3/8 L4X4X6 Beam Single Angle A36 Gr.36 Typical 2.86 4.32 4.32 0.141 Primary Member Properties Label I Node J Node K Node Rotate(deg) Section/Shape Type Design List Material Design Rule 1 M1 N1 N2 W8x10 Beam Wide Flange A992 Typical 2 M2 N3 N4 W8x10 Beam Wide Flange A992 Typical 3 M3 N1 N3 W8x10 Beam Wide Flange A992 Typical 4 M4 N2 N4 W8x10 Beam Wide Flange, A992 Typical 5 M5 N5 N6 W8x10 Beam Wide Flange A992 Typical 6 M6 N11 N10 W8x10 Beam Wide Flange A992 Typical 7 M7 N13 N12 W8x10 Beam Wide Flange A992 Typical 8 M18 _ N24 Ni RIGID None None RIGID Typical 9 ___R__� � M20 �N29 N7 RIGID None None RIGID Typical 10 M22 N26 N3 RIGID None None RIGID Typical 11 M24 N28 N6 RIGID None None RIGID Typical 12 M26 N27 N4 RIGID None None RIGID Typical 13 M28 N31 N9 RIGID None None RIGID Typical 14 M30 N30 N8 RIGID None None RIGID Typical 15 M32 N23 N5 RIGID None None RIGID Typical 16 M34 N25 N2 RIGID None None RIGID Typical 17 M35 N51 N50 C8x11.5 Beam Channel A36 Gr.36 Typical 18 M36 N55 N54 W8x10 Beam Wide Flange A992 Typical 19 M37 N53 N52 W8x10 Beam Wide Flange A992 Typical 20 M38 N57 N56 C8x11.5 Beam Channel A36 Gr.36 Typical 21 M21 N33 N32 90 L4x4x3/8 Beam Single Angle A36 Gr.36 Typical 22 M23 N35 N34 90 L4x4x3/8 Beam Single Angle A36 Gr.36 Typical 23 M25 N40 N35 90 L4x4x3/8 Beam Single Angle A36 Gr.36 Typical 24 M27 N38 N33 90 L4x4x3/8 Beam Single Angle A36 Gr.36 Typical 25 M29 N34 N59 90 L4x4x3/8 Beam Single Angle A36 Gr.36 Typical 26 M31 N32 N58 90 L4x4x3/8 Beam Single Angle A36 Gr.36 Typical Basic Load Cases BLC Description Category X GravityY GravityZ Gravity Nodal Point Distributed Area(Member) 1 DL selfweight DL -1 2 DL equipment DL 3 3 3 DL grating DL 1 4 DL railing DL 5 5 WLz WLZ 15 3 6 WLx WLX 15 8 7 LL LL 1 8 BLC 2 Transient Area... None 71 9 BLC 3 Transient Area... None 40 10 BLC 7 Transient Area... None 40 RISA-3D Version 18 [48180 Platform.r3d] Page 1 Company : RAMAKER 6/17/2020 ''RISDesigner : JMA 1:29:16 PM JobNumber 48180 Checked By A ri-meAC Ei ror,tpt," Model Name : 3SAA798J Basic Load Cases(Continued) BLC Description Cates() X Gravit Y Gravit Z Gravit Nodal Point Distributed Area Member 11 None 12 None 11111 13 None 14 None 15 None 16 None 17 None 18 None 19 None 20 None 21 None 22 None 23 None 24 None 25 None 26 None 27 None 11111 28 None 29 None 30 None 31None 32 None 33 None 34 None 35 None 36 None 37 None 38 None 39 None 40 None 41 None 42 None 43 None 44 None �45 None 46 None 47 None 48 None 49 None 50 None 51 None _ 52 None 53 None 54 None 55 None 56 None 57 None 58 None 59 None 60 None 61 None 62 None 63 None 64 None 65 None 66 None 67 None 68 None RISA-3D Version 18 [48180 Platform.r3d] Page 2 Company : RAMAKER 6/17/2020 ''RIS Designer : JMA 1:29:16 PM Job Number : 48180 Checked By A Nall_ scr{EK COr.',ANY Model Name : 3SAA798J Basic Load Cases(Continued) BLC Description Category X GravityY GravityZ Gravity Nodal Point Distributed Area(Member) 69 None 70 None 71 None 72 None 73 None 74 None 75 None 76 None 77 None 78 None 79 None 80 None 81 None __... 82 NoneNone 84 None 85 None 86 None 87 None 88 None 89 None 90 None 91 None 92 None 93 None 94 None 95 None 96 None 97 None 98 None 99 None 100 None Load Combinations Description Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor 1 DL Yes Y DL 1 2 LL Service Yes Y LL 1 3 DL+LL Service Yes Y DL 1 LL 1 4 1.4DL Yes Y DL 1.4 5 1.2DL+0.5LL Yes Y DL 1.2 LL 0.5 6 1.2DL Yes Y DL 1.2 7 1.2DL+ 1.6LL Yes Y DL 1.2 LL 1.6 8 1.2DL+ 1.6LL+0.5WLX Yes Y DL 1.2 LL 1.6 WLX 0.5 9 1.2DL+ 1.6LL+0.5WLZ Yes Y DL 1.2 LL 1.6 WLZ 0.5 10 1.2DL+ 1.6LL-0.5WLX Yes Y DL 1.2 LL 1.6 WLX -0.5 11 1.2DL+ 1.6LL-0.5WLZ Yes Y DL 1.2 LL 1.6 WLZ -0.5 12 1.2DL+ 1.6LL+0.375... Yes Y DL 1.2 LL 1.6 WLX 0.375 WLZ 0.375 13 1.2DL+ 1.6LL+0.375... Yes Y DL 1.2 LL 1.6 WLX 0.375 WLZ -0.3... 14 1.2DL+ 1.6LL-0.375... Yes Y DL 1.2 LL 1.6 WLX -0.3... WLZ 0.375 15 1.2DL+ 1.6LL-0.375... Yes Y DL 1.2 LL 1.6 WLX -0.3... WLZ -0.3... 16 1.2DL+0.5WLX Yes Y DL 1.2 WLX 0.5 _ 17 1.2DL+0.5WLZ Yes Y DL 1.2 WLZ 0.5 18 1.2DL-0.5WLX Yes Y DL 1.2 WLX -0.5 19 1.2DL-0.5WLZ Yes Y DL 1.2 WLZ -0.5 20 1.2DL+0.375WLX+... Yes Y DL 1.2 WLX 0.375 WLZ 0.375 21 1.2DL+0.375WLX-0... Yes Y DL 1.2 WLX 0.375 WLZ -0.3... 22 1.2DL-0.375WLX+0... Yes Y DL 1.2 WLX -0.3... WLZ 0.375 23 1.2DL-0.375WLX-0.... Yes Y DL 1.2 WLX -0.3... WLZ -0.3... RISA-3D Version 18 [48180 Platform.r3d] Page 3 Company : RAMAKER 6/17/2020 ''RISA Designer : JMA 1:29:16 PM Job Number : 48180 Checked By r.'Jr_ar-,ckfk:$cor r r. Model Name : 3SAA798J Load Combinations(Continued) _ Description- Solve PDelta SRSS BLC Factor BLC Factor BLC Factor BLC Factor 24 1.2DL+0.5LL+ 1.0WLX Yes Y DL 1.2 LL 0.5 WLX 1 25 1.2DL+0.5LL+ 1.0WLZ Yes Y DL 1.2 LL 0.5 WLZ 1 26 1.2DL+0.5LL-1.0WLX Yes Y DL 1.2 LL 0.5 WLX -1 27 1.2DL+0.5LL- 1.0WLZ Yes Y DL 1.2 LL 0.5 WLZ -1 28 1.2DL+0.5LL+0.75... Yes Y DL 1.2 LL 0.5 WLX 0.75 WLZ 0.75 29 1.2DL+0.5LL+0.75... Yes Y DL 1.2 LL 0.5 WLX 0.75 WLZ -0.75 30 1.2DL+0.5LL-0.75W... Yes Y DL 1.2 LL 0.5 WLX -0.75 WLZ 0.75 31 1.2DL+0.5LL-0.75W... Yes Y DL 1.2 LL 0.5 WLX -0.75 WLZ -0.75 32 1.2DL+ 1.0WLX Yes Y DL 1.2 WLX 1 33 1.2DL+ 1.0WLZ Yes Y DL 1.2 WLZ 1 34 1.2DL- 1.0WLX Yes Y DL 1.2 WLX -1 35 1.2DL- 1.0WLZ Yes Y DL 1.2 WLZ -1 36 1.2DL+0.75WLX+0.... Yes Y DL 1.2 WLX 0.75 WLZ 0.75 37 1.2DL+0.75WLX-0.... Yes Y DL 1.2 WLX 0.75 WLZ -0.75 38 1.2DL-0.75WLX+0.... Yes Y DL 1.2 WLX -0.75 WLZ 0.75 39• 1.2DL-0.75WLX-0.7... Yes Y DL 1.2 WLX -0.75 WLZ -0.75 40 0.9DL+ 1.0WLX Yes Y DL 0.9 WLX 1 41 0.9DL+ 1.0WLZ Yes Y DL 0.9 WLZ 1 42 0.9DL- 1.0WLX Yes Y DL 0.9 WLX -1 43 0.9DL- 1.0WLZ Yes Y DL 0.9 WLZ -1 44 0.9DL+0.75WLX+0.... Yes Y DL 0.9 WLX 0.75 WLZ 0.75 45 0.9DL+0.75WLX-0.... Yes Y DL 0.9 WLX 0.75 WLZ -0.75 46 0.9DL-0.75WLX+0.... Yes Y DL 0.9 WLX -0.75 WLZ 0.75 47 0.9DL-0.75WLX-0.7... Yes Y DL 0.9 WLX -0.75 WLZ -0.75 Node Reactions Node La... X[Ibs] LC Y[Ibs] LC Z[Ibs] LC MX[lb-ft] LC MY[Ib-ft] LC MZ[lb-ft] LC 1 N30 max 217.061 26 4891.757 13 692.064 25 346.032 25 107.935 41 904.537 4 2 min -217.06 40 1314.81 2 -692.064 43 -346.032 43 -107.935 43 12.666 2 3 N29 max 73.667 42 2467.606 9 565.746 41 282.873 41 27.915 41 6.013 2 4 min -73.667 32 357.85 43 -565.746 27 -282.873 27 -27.915 43 -106.816 34 5 N28 max 457.045 42 2627.109 10 229.219 25 123.678 33 260.791 24 228.522 24 6 min -457.045 24 780.152 45 -229.219 35 -319.651 11 -260.791 42 -228.522 42 7 N27 max 578.704 42 1924.15 10 233.504 33 24.13 41 432.103 42 289.352 24 8 min -578.704 24 473.459 2 -233.504 43 -394.111 11 -432.103 24 -289.352 42 9 N26 max 82.667 34 955.454 14 106.877 41 646.74 9 53.542 32 41.333 40 10 min -82.667 40 150.503 43 -106.877 27 30.017 43 -53.542 42 -41.333 34 11 N25 max 199.059 42 1387.101 13 172.065 41 30.375 41 53.542 42 99.53 24 12 min -199.059 24 449.154 2 -172.065 27 -329.459 11 -53.542 24 -99.53 42 13 N24 max 178.166 34 1118.232 12 200.402 41 804.938 9 147.723 24 89.083 40 14 min -178.166 40 273.335 43 -200.402 27 83.731 43 -147.723 26 -89.083 34 15 N23 max 346.276 42 2412.42 12 238.171 25 31.68 41 83.234 26 173.138 24 16 min -346.276 24 578.497 47 -238.171 43 -436.894 11 -83.234 24 -173.138 42 17 N31 max 248.556 26 6388.318 12 687.152 25 343.576 25 56.654 41 731.806 24 18 min -248.556 40 1720.994 47 -687.152 43 -343.576 43 -56.654 43 7.157 2 19 Totals: max 2381.2 42 24171.563 11 3125.2 41 20 min -2381.2 40 7328.672 41 -3125.2 27 LRFD Mem... Shape Code...Loc[ftl LC Shear... Loc[ftl Dir LC phi*Pnc... phi*Pnt...phi*Mny...phi*Mnz... Cb Eqn 1 M1 W8X10 0.044 0 10 0.021 0 y 11 32788.6... 133200 6119.448 23970.3... 1.502 H1-lb 2 M2 W8X10 0.079 10 26 0.018 5 y 9 32788.6... 133200 6119.448 21988.6... 1.378 H1-1b 3 M3 W8X10 0.201 7.5 9 0.031 7.5 y 9 14572.7... 133200 6119.448 12250.9... 1.389 H1-lb 4 M4 W8X10 0.375 7.5 11 0.065 7.5 y 13 14572.7... 133200 6119.448 12719.6... 1.442 H1-lb 5 M5 W8X10 0.471 7.5 9 0.084 7.5 y 12 14572.7... 133200 6119.448 12533.4... 1.421 H1-lb 6 M6 W8X10 0.078 2.5 10 0.035 5 y 9 91749.1... 133200 6119.448 32870.7... 1.169 H1-1b 7 M7 W8X10 0.076 2.552 10 0.041 5 y 11 91749.1... 133200 6119.448 32870.7... 1.162 H1-lb RISA-3D Version 18 [48180 Platform.r3d] Page 4 Company : RAMAKER 6/17/2020 'IRIS & Designer : JMA 1:29:16 PM Job Number : 48180 Checked By Model Name : 3SAA798J LRFD(Continued) Mem.. Shake Code...Loc[ft] LC Shear... Loc[ft] Dir LC phi*Pnc... phi*Pnt... phi*Mny._.phi*Mnz... Cb Egn 8 M35 C8X11.5 0.072 2.552 8 0.041 0 y 10 67055.9... 109188 3352.60725816.3... 1.135 H1-lb 9 M36 W8X10 0.082 2.604 8 0.047 5 y 9 91749.1... 133200 6119.448 32856.9... 1.148 H1-lb 10 M37 W8X10 0.096 2.552 8 0.053 5 y 8 91749.1... 133200 6119.448 32870.7... 1.155 H1-lb 11 M38 C8X11.5 0.077 2.5 10 0.042 5 y 8 67055.9... 109188 3352.60725937.7... 1.141 H1-lb 12 M21 L4X4X6 0.137 1.957 4 0.021 3.833 z 4 77123.9... 92664 4398.479 9886.392 1.159 H2-1 13 M23 L4X4X6 0.109 1.917 35 0.018 3.833 z 4 77123.9... 92664 4398.479 9837.399 1.111 H2-1 14 M25 L4X4X6 0.02 2.516 35 0.003 3.5 z 4 79515.36 92664 4398.479 9886.392 1.5 H2-1 15 M27 L4X4X6 0.02 2.516 27 0.003 3.5 z 4 79515.36 92664 4398.479 9886.392 1.5 H2-1 16 M29 L4X4X6 0.015 0.918 35 0.006 0 z 4 88507.6... 92664 4398.479 9886.392 1.5 H2-1 17 M31 L4X4X6 0.016 0.918 29 0.009 0 z 8 88507.6... 92664 4398.479 9886.392 1.5 H2-1 RISA-3D Version 18 [48180 Platform.r3d] Page 5 Job 3SAA798J R i M E R Project 48180 /\\K By JMA employee-owned Date 6/17/20 Wind Load on Antennas TIA-222-H qz=0.00256 Kz Kzt KS Ke Kd V2 Ground Elevation : 320 ft Annex S: N F=qz Gh Ca Aa Kes (F,): 1.00 Risk Category: II Risk Categorization of Structures (Table 2-1) Kes (ti): 1.00 Exposure : B Exposure Category V : 109 mph Basic Wind Speed (Annex B) z : 75 ft Height above ground level to the center of the antenna Kz : 0.91 Velocity Pressure Coefficient (2.6.5.2) Kzt : 1.00 Topographic Factor(2.6.6.4) KS : 1.00 Rooftop Wind Speed-up Factor(2.6.7) Ke : 0.99 Ground Elevation Factor (Table 2-6) Kd : 0.95 Wind Direction Probability Factor(Table 2-2) qz : 26.0 psf Velocity Pressure at Height z Gh : 1.00 Strength Design of Appurtenances and their Connections Mount&Antenna Wind Loads Appurtenance Height Width h/D Shape Ca Aa Force Force in in sq ft lb p/f RBS 6102 57.1 51.2 1.1 Flat 1.200 20.29 632.9 6160 Site Support Cabinet 63.0 33.5 1.9 Flat 1.200 14.66 457.2 B160 Battery Cabinet 63.0 33.5 1.9 Flat 1.200 14.66 457.2 3'x3'x1' Fiber Box 36.0 36.0 1.0 Flat 1.200 9.00 280.8 Square D QO Panel 26.0 14.8 1.8 Flat 1.200 2.67 83.2 Westell BXM1019-NHE3 22.5 25.5 1.1 Flat 1.200 3.98 124.3 W8X10 x 15 ft 180.0 7.9 22.8 Flat 1.927 9.86 494.1 32.9 W8X10 x 10 ft 120.0 7.9 15.2 Flat 1.674 6.58 286.1 28.6 W8X10 x 5 ft 60.0 7.9 7.6 Flat 1.420 3.29 121.4 24.3 C8X11.5 x 5 ft 60.0 8.0 7.5 Flat 1.417 3.33 122.8 24.6 L4X4X3/8 x 3.83 ft 46.0 4.0 11.5 Flat 1.550 1.28 51.4 13.4 r, Job 3SAA798J RA. M /''l\ K E R Project 481A80 ' Y JM -,\ employee-owned Date 6/17/20 Wind Load on Antennas TIA-222-H qZ=0.00256 KZ KZt Ks Ke Kd V2 Ground Elevation : 320 ft Annex 5: N F=qi Gh Ca Aa Kes (Fw): 1.00 Risk Category : II Risk Categorization of Structures (Table 2-1) Kes (ti): 1.00 Exposure : B Exposure Category V : 109 mph Basic Wind Speed (Annex B) z : 75 ft Height above ground level to the center of the antenna KZ : 0.91 Velocity Pressure Coefficient (2.6.5.2) KZt : 1.00 Topographic Factor(2.6.6.4) Ks : 1.00 Rooftop Wind Speed-up Factor(2.6.7) Ke : 0.99 Ground Elevation Factor(Table 2-6) Kd : 0.95 Wind Direction Probability Factor(Table 2-2) qZ : 26.0 psf Velocity Pressure at Height z Gh : 1.00 Strength Design of Appurtenances and their Connections Mount&Antenna Wind Loads Appurtenance Height Depth h/D Shape Ca Aa Force Force in in sq ft lb plf RBS 6102 57.1 27.6 2.1 Flat 1.200 10.92 340.8 6160 Site Support Cabinet 63.0 25.6 2.5 Flat 1.200 11.20 349.4 B160 Battery Cabinet 63.0 25.6 2.5 Flat 1.200 11.20 349.4 3'x3'x1' Fiber Box 36.0 12.0 3.0 Flat 1.222 3.00 95.3 Square D 00 Panel 26.0 4.5 5.8 Flat 1.345 0.82 28.6 Westell BXM1019-NHE3 22.5 27.8 1.2 Flat 1.200 4.34 135.5 W8X10 x 15 ft 180.0 3.9 45.7 Flat 2.000 4.93 256.1 17.1 W8X10 x 10 ft 120.0 3.9 30.5 Flat 2.000 3.28 170.7 17.1 W8X10 x 5 ft 60.0 3.9 15.2 Flat 1.674 1.64 71.5 14.3 C8X11.5 x 5 ft 60.0 2.3 26.5 Flat 2.000 0.94 49.0 9.8 L4X4X3/8 x 3.83 ft 46.0 4.0 11.5 Flat 1.550 1.28 51.4 13.4 ASCE ASCE 7 Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SEI 7-16 Elevation: 320.48 ft(NAVD 88) No Address at This Risk Category: II Latitude: 43.0829 Location Soil Class: D- Defaultsee ( Longitude: -73.787564 Section 11.4.3) P7 F }� Y• • 4J's(. °r5°i` •. J i. •... $ 4t d l , ' —. ." .f t: E� • ti , • . 'I , ,..,. ., i • mai, • -r'f s`+ ,'elf ( r ri' no` )} '•t 1 �:: y0li�11,-y�-1t1pS °"1; c13 n_h �o /�/ t: '���t'''iia , •.— ,�rA, '` - em' 1 �Fr.j J y /,//1 � r fl^fit �I t � "Iii ,7.rte.-� it ,o_i_ /c ter#if •/j fl-F!J� f.l,l]Iv G��o ;lJ f. n* x,,:,r.q,: • /B "jib' . „ u {' i,_B erm` w.,s° sew, l__ e/ '� • •aPtaroU �f. ilpip `.i 1 • • o m,o-v�l_r„ Yi � k ....„, ,,..,0,„ u s 1 ,1 ^�IN9TbN,) ST. rr;SIJ. "� i; .i;,a, ',.. lam, ' 't�.ra r`'. 1. Y 14 ----. - '1 �. t rY ��;"tib+fr ft, e ' , 1Au�.Efu a; MIL.-, t. *r a: 4i1 � .„,,, i � I :'=7-7;—;-,,,I:: Vit'•'• Zt b • � �E •, / ' • A ,a . Wind Results: Wind Speed: 109 Vmph 10-year MRI 75 Vmph 25-year MRI 81 Vmph 50-year MRI 87 Vmph 100-year MRI 93 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1—CC.2-4 Date Accessed: Tue Jun 16 2020 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability= 0.00143, MRI =700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. https://asce7hazardtool.online/ Page 1 of 2 Tue Jun 16 2020 ASCE AMERICAN SOCIETY OF CML ENGINEERS Ice Results: Ice Thickness: 1.00 in. Concurrent Temperature: 5 F Gust Speed: 40 mph Data Source: Standard ASCE/SEI 7-16, Figs. 10-2 through 10-8 Date Accessed: Tue Jun 16 2020 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 500-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain. Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies. Ice thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASCE 7 Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE 7 standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability, currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool,you expressly assume all risks associated with your use.Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. https://asce7hazardtool.online/ Page 2 of 2 Tue Jun 16 2020 PREPARED BY: PREPARED FOR: C CG CARPENTER CONSULTING GROUP Transcend Wireless DEVELOPMENT DESIGN RESIDENTIAL I COMMERCIAL I WIRELESS[ENERGY 17 Industrial Street I Rochester,NY 14614 Office:585-360-2733 I Fax:585-360-2735 10 INDUSTRIAL AVE.,SUITE 3 www.carpentercg.com MAHWAH,NJ 07430 PHOTO SIMULATION REPLACEMENT & ADDITION OF ANTENNAS SEPTEMBER, 2020 SITE NAME: 55 RAILROAD PLACE SITE NUMBER: 3SAA798J ADDRESS: 55 RAILROAD PLACE SARATOGA SPRINGS, NY 12866 LOCATION MAP: PREPARED DBBY: CryNr C ` G CARPENTER CONSULTING Ch _ Trek Saratoga Sp qul v �'--.-_ - Teakwood Builders Sarnioga Springs CharyePoinl, GROUP a,,,.,ora Ra,rotl Charging Stalien© D 0 A, DEVELOPMENT DESIGN RESIDENTIAL ICOMMERCIALIWIRELESSI ENERGY Rair,°a,4gay 37 IndustrIel Street l Rochester,NY 14614 Q3S Walton Sl Garage Office:5853682]331 Fax.S85-360-2]35 Herzog Law Firm,P.0 www.carpentercRcom Chefc,_ Dame.. 937 Etc The WGroup Q /9 hs~ Mabee Building West SaretoC rce �] CarPelland 9 �. 9End Parking Lcl G D GoldTigerTattoo Amsure Robin Lauder LI, y Rowe • PREPARED FOR: �a°o ap yy 0`, 9 -- Country Corner Care ere,,,,,o r rakmul LUKOIL ek!r hyy 15 Church' © A Transcend Wireless h Bow Tie 6dtedon Saratoga Tari Cinemas®11temroerc&BT�X Q 3o ThO°'aTa} oz n -`_ Saratoga County slel"'rrasko�paQ 3� °� 10 INDUSTRIAL AVE.,SUITE 3 ®Saratoga PROJECT MAHWAH,NJ 07430 LOCATION °nanuq, ay 4 y • 3° e\9 41 Saratoga Coffee Tratlerse 9 Price Chopper a a Steve Cook-State lannlelto Anderson.P.0 9 ys °°5} Farm Insurance A ® ® ® The Salvation Army g Saratoga Springs,NY Woodlawn Garage `c° PClnaln ekes © r r Spot COI / ur e 2 oi„,ro r OBank of Am uATerMic)a(withe 11 9 The Wine Bar ySaratoga ° / iCommunity FCU Nu rthshire Baokk I© o© � Vr rCCCC5oa19oA © I /Devall8 Devall pns, " / 9GloLaw Firm Chianti 11 Ristorante 3SAA798J PHOTO 1: PREPARED BY: C CG CARPENTER GROUP NG DEVELOPMENT DESIGN RESIDENTIAL f COMMERCIAL I WIRELESSIENEROY 17 Industrial Street 1 Rochester,NY 14614 Office:585-360.2733 I Fax:565-360-2735 PREPARED FOR: Transcend Wireless z , 10 INDUSTRIAL AVE.,SUITE 3 -I- MAHWAH,NJ 07430 R _ # _ ta _ 1- r I .: __ j 1 BEFORE:LOOKING WEST AT SITE FROM THE ROOF OF THE WOODLAWN PARKING GARAGE. (FACILITY NOT VISIBLE FROM STREET LEVEL) 3SAA79&.1 PHOTO 1: PREPARED BY: iCARPENTER C CG GROUP NG DEVELOPMENT DESIGN RESIDENTIALICOMMERCIAL'WIRELESS!ENERGY 17lnclustrlaIStreet I Rochester,6714614 Office:585.360-2733 I Fax 535-360-2735 PREPARED FOR: Transcend Wireless ` —, 10 INDUSTRIAL LAVE., SUITE ,----t-'"--7-f. MAHWAH,NJ 07430 ■®-� , ,mow - II., 11--------_,i,_-1 h I I LI - 4';',,,!./ 1 GIS,- !III _ I C _f , ( x t ® ` AlININ l V^ -.._ �— 1:'1'1"'ik ° Erol I V - _IefE jl AFTER:LOOKING WEST AT SITE FROM THE ROOF OF THE WOODLAWN PARKING GARAGE. (FACILITY NOT VISIBLE FROM STREET LEVEL) 3SAA798J PHOTO 2: PREPARED BY: f��F { CARPENTER • - I CONSULTING V I / .,., CI CG GROUP It DEVELOPMENT DESIGN - -1 ;. ,� _ R61DENl1At 60MMER[IAL WIREI.ESS ENERGY +k",., 571548strial5treet I Rochester,NY 14614 k .1a J �.. I Office:585-360 2233 I Fax 585-360-2735 {.�. .6 ..r !_.�, _ www.tarccnterc tom ,... _ J Irkr - N s PREPARED FOR: y y.ys ;,.. " a , s ,. ftiiim\k w Transcend Wireless �" I i I. 10 INDUSTRIAL AVE.,SUITE 3 �,gI• :' MAHWAH,NJ 07430 " .I --. I - y R. III Illi r 1. l U W ,,. 'm , "o-. -tea« 0 ' ', ', '; :. ,-q't,12‘4,`,4,14z,.',.1-0,,,,,,3,;44.:,,,,p.,,,,tg,,,,,:,-,„4,,,,,,,,,,,-4 ,-,..1, .,,,, BEFORE:LOOKING NORTH EAST VAT SITE FROM CLINTON ST. __".r, BUJ PHOTO 2: PREPARED BY: % 1 !/' C C G CARPENTER d GROUP t.• • CONSULTING // F - •� — . ! DEVELOPMENT DESIGN ,..IF RESIDENTIAL I COMMERCIALIWIRELESS I ENERGY l r� 17Indurtr:al Street I Rochester,NY 14614 ♦tl — OIRce:585360.2733 I Fax 535-360.2735 www.Carcextercc.com ., O/ I+<- PREPARED FOR: r c ems`3_ r f I I j Transcend Wireless i ir(..,'-' tiL 1 SUITE 3 wr ' = MAHWAH,NJ 07430 I '''.71-'- , it ' r. ....__2- '.t T _ r _ ._...m,....._._.,.y A _.- v, _ , , . �.:4.,.,;,,,, ,,,-.,..is pts 1 .. �WMa.23 ,r AFTER:LOOKING NORTH EAST AT SITE FROM CLINTON ST. .J,-AA.'9 PHOTO 3: PREPARED BY: —- C CG GROUPLTING DEVELOPMENT DESIGN —...— RESIDENTIAL CO MMERCIRLIWIRELESSIENERGY l7Industrial5treet i Rochester,NY 14614 Office:585-360-2733 I Fax 585-360-2735 www.carnenterce com PREPARED FOR: Transcend Wireless �"° 10lNDUSTRIALAVE.,SUITE 3 E = MAHWAH,NJ 07430 1 stei . , 1 - , 5' Spot W •. BEFORE:LOOKING EAST AT SITE FROM CLINTON ST. 3SAA"!98J PHOTO 3: PREPARED BY: C I CG CARPENTER GROUP ROUP _ -- DEVELOPMENT DESIGN — RESIDENTIALICOMMERCIALIWIRELESSIENERGY 17 Inslustrlal5treet I Rochester,NY 14614 Office:585-360-2733 I Fax 585-360-2735 www.carnentercR.corn PREPARED FOR: Transcend Wireless c x D 10 INDUSTRIAL AVE.,SUITE 3 w MAHWAH,NJ 07430 0 ` H II_ It (� I 1 '' ~� � p•-":'v=im.«,.:...M..,..y_.._,.... " AFTER:LOOKING EAST AT SITE FROM CLINTON ST. 3SAA798i PHOTO 4: PREPARED BY: II CARPENTER '.t_ - (ice ,`.,CF I I `\_ CG CONSULTING GROUP L,` :. • _ -_,' ` DEVELOPMENT DESIGN Z-.� RESIDENTIAL ICOMMERCIAIIWIRELESSIENERGY "�'6`��• 17 IOdustrlaIStIeet I Rochester,NY 14614 �1.i ` Office:585360 2]33 I Ea%665-360-2735 - taroentertc.tom ~ PREPARED FOR: I Transcend Wireless ,r 1, _ ,I fRgl Lu _ .. I, JT — 1' 10 INDUSTRIALAVE.,SUITE 3 ----- c� - MAHWAH,NJ 07430 u _ ,_-r- L L-_-"C-_:-_---- (I I v a . I z2 �'T\ 4S 1 ® � tt I �rrLas - I '.1 BEFORE:LOOKING SOUTH EAST AT SITE FROM CLINTON ST. 3SAA794J PHOTO 4: PREPARED BY: -,'�` _ F CARPENTER I 3 C CG GROUPLTING ffff{ DEVELOPMENT DESIGN AMP y — RESIDENTIALI[OMMER[IALIWIRELESSIENERGY ��"`,!S� _r 1]Indurtrlal Street I Rochester,NY 14614 � .- Office:566-360-2]33 Faz:666-360.2]35 _� r a r,Ww�arRe�ter�e.rom -------1 `' / 1 : PREPARED FOR: 4,"i{ -: - l y -l''-h,:111, , Transcend Wireless Lr `- __ il, 10 INDUSTRIAL AVE.,SUITE 3 �� � MAHWAH,NJ 07430 ay c, Is 1 Ill, I�'�©": uta• , �� 1 M�; , �� _ L K1 � I : l..N� — +4 dna a AFTER:LOOKING SOUTH EAST AT SITE FROM CLINTON ST. 3SAA7981 VICINITY MAP 1 ° .. T • .Mobile• '� ° I _ �•..• '•*F •M•^ ■ ■ . ® ■ • • NORTHEAST LLC MObile gg i SITE'^° PARSIPPANYANJ 0]054 I t °LOCATION' r m o ANCHOR CONSTRUCTION DRAWINGS ' `"° o°= SITE ID#: 3SAA798J CONFIGURATION: 4SEC-67D5997DB Transcend Wireless a `�° SITE NAME: 55 RAILROAD PLACE s O ° f".`l 101NMAHW A,NJ 074 SUITE 3 ; ° ... °° P MAHWAH,NJ 0]430 ' SITE TYPE: ROOFTOP w AERIAL MAP 0 SITE ADDRESS: 55 RAILROAD PLACE la a SARATOGA SPRINGS, NY 12866 ' a SARATOGA COUNTY RAMAKER 3 € employee-owned • SCOPE OF WORK I 1 (6061643 4100...maker com 3: ` . REMOVE(e,EXISTING PANEL ANTENNAS ° �� ) PROJECT INFORMATION ` ADO(,2)PROPOSED PANEL ANTENNAS ONEXISTING AND PROPOSED MOUNTS . ,PoM� "s ' - ADO(0)PROPOSED RRUS ON PROPOSED MOUNTS ADO(1)PROPOSED ERCSSON 8100 SITE SUPPORT CARNET '2 APPLICANT AGO(1)PROPOSED ERICSSON B1130 BATTERY CABINET ewa. E ) �r "1." O aS>°VgN WAYLG THEAST LLC ADO(1)PROPOSED FIBER MANAGEMENT BOX W 7- A !/ / sAa ,zees PARS PPANY NJ OM. DD(0)PROPOSED ERICSSON e%12 HCS ,17. PEL L pl�p + RLR TRANSCEND WIRELESS SHEET INDEX I n �T/ ITE SITE ACO 19 TO , AP N SARMAHWAH.NJ 07430 S, l I CONEMAIC. C N SHEET It SHEETTTLE.10 INDUSTRIAL AVE,SUITE 3 I +I f4 5 - GEo PHON:(° ) g BM rckas.wn T.1 ZN .-.m 2 ' LONG 3,i s23 LAT 43,74 50 44 4 T3.2 ( SPEn..oN, �O 08754A ,2G DRIVING DIRECTIONS E INC. SP1 ° SSIOW''', _ a -- E A1 N //�/ FROMTM1osL A2 N \—�_, GET ON WEFROM US 202N MIN 2 3 M5I o ON rmm �x-v`J LO 1 152 N, CK u FEAR ® 5r''cQC ' Q JURS SARATOGA SPRINGS PHONE( ) q-3 ELEVATION un.e L Timm -, 3 FOLLOW2OO N AND!,N T-JIrNN,1ALTA TAKE EXIT 13N FROM I-87 N(2 H 32 POWE,. CONSTCN MANAGER: n-; T .1EN PLAIT MN 15M) TO BE 4110M.DED IO 22 PROVIDED _ u ouT ,s PN Gs f10 MIN,4z M) 'r,ry SARATOGA SPRINGS ELc�.. 5 ETONTO DIVISIOBEET(<1 moo.B.1 M, T To e�PRavIDeD Ac PaoPosF,nnTFNlw fvour _ TURN RI_I(-ONTO RALI,AD PL 221 MIN.33FT) A- :OHM 12N-LAPIN,CONFIGURATION 0 06,1,, ,r.,AGI.n. _ a.. _ ION LER APPROVALS A Dr.FNr -e �P3PFOFCATONs Crl ARRIVE,» /EFIZ FINAL eaITEN 19/2020 29 $I AE LU�PPENT sF-.N.CATIONS PROJECT TITLE. Y S APPROVED BY SIGNATURE _ , I FCUIP\ICN2 S FC.CCCCCNS EQUIPMENT SPE-IFICETIONG 3SAA798J PROJECT MANAGER: 5 nI_ RF CONFIGUFAT.. 2 E APPLICABLE CODES 1 SITE ACQUISITION: A.3 RF DESICNT.,RIF 55 RAILROAD PLACE 5 -- s 1 sTRucruR.+LDETAILSSARATOGA SPRINGS,NY 12886 ZONING SARATOGA COUNTY ,4' ,L...OM<SI P,U.1_FL-210511ED AND rnATERIALs NSTALLED IN 6 OLANS S OTO REED BS s 2 TAO CGNSTRUCTON MANCGER: LS sxEErTmE - CONsrRLDTD Rn r NRK NOT CONFORMING-0 THESE CODES s3 .I Tm..DETAILS TITLE SHEET RF ENGINEER E aY PLAN S a 2013INT_RNAIIONAL BU LONE CODE 8 g` 811. OPERATIONS MANAGER. E-2 .s SCALE:NONE s oN ccuL \112CODE DEVELOPMENT MANAGER G AN .ODE Know what's below. - . TAILS d 48180CallbeforeyoudlB REGULAroTYN DETAILS o T-1 '4 GENERAL NOTES: ABBREVIATIONS: UL INSULATION INT OR ON NUNMANNED NI T JOINT ON SUNMANNED AND IS FOR HUMAN HABITALION REQUIRED, AFS ABOVE FINISHED SLAB LAM LAMINATEDNSPECT TLL ISE, .T.OeETECHNICIANS. AGL ABOVE GRADE LEVELT • •Mobile•a WM1PRENLREOAMNTDH BPRPO LEVEL LF LINEAL FOOT Z u 5. ON i DOOR STON,L AND SOLID WASTE CONTA NERS PRE NOT PROPOSED. MPNUF MANUFACTURER MAX MAXIMUM REFERENCES- DS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. ANCHOR BOLT NORTHEAST LLC 3 GO ASITE VISIT TO REQUIRED BEFORE ANGLE pgg� I NT COMPENSATION N ArvI Fo LT nc FROM FA TOR rO LL PRO ARCH MCH MANHOLE RL 4 SYLVAN WAY 6 B RSRESPONSIBLE NoR OTBE NST uzu LNs o �N IRM sTHE corvrRAcroR SHAu PosE AN BTS TRANSMISSION SYSTEM N MINIMUM PARSIPPANV,NJ 07054 APPROVAL MEAS GT BLDG MSH MISCELLANEOUS & HS OF CABLE TRAYS,ELECTRICAL LANES AND ANTENNA b ROUTINE M ETM NG MP LE METAL ! 1 G PROPOSED CONFIRM THE EXACT ROUTING BOC BOTTOM OF OTTOM OF STEEL.O. BOrOM OF NCBOT BOTTOM L NOT IN CONRUCT M NOMINAL E ALLDAM G 0 ON CONDITION OR BETTER. SOS BOTTOM OF N�G NOT TO BOLE x R °' Transcend Wi ss " CENTER LINE OUTSIDE DIAMETER a 1. 1AND UPON COMPLETION 01 111E LAFSEN AS DIRECTED FM THE CONSTRUCTION MANAGER. LY BASS CLG CEILING OHOVERHEAD ^' 1.1.,OBTAIN AND PAY FOR ALI El FC1,ICAL HL HMI 1 S AND INSPL,IONS FILOURED POR COMPLETION OF V.:ORK AND ACCEPTANCE.PR CODESOVIDED CLR CLEAR E O �...,E ,FVNG ThAT RI:CON oa sT0 REQUIREMENTSLo ALLAND CMU CONCRETE MASONRY UNIT POPNG OPP Os 101NDU9TRIAL AVE,9UITE3 AD11101,ILS HAVING JURISDICTION COL CDwmrvTE PCS PERSONAL COMMUNICATION SYSTEM MAHWAH,NJ 07430 - 1,PROVIDE T-MOBII F.V...1,A WRI 1 IEN WARRANTY EFFECTIVE -ONE YEAR AFTER DATE OF ADC.TANCE FOR THE..OMPLETE CONC CONCRETE PLATE ,2 INSTAI 1 ATION REPAIR OR REFLACE A.NY DEFECTS ARISING DUR,G THIS PERIOD AT NC.EXTRA COST TO T mosILE NT.FAILURE CCONSTRUCTION PR PAIR ONTT CONTINUOUS PSI POUNDS PER SQUARE INCH TO OBSERVE TH S RU_E MAY RESULT IN CONTRACTOR CORRECDNG,F INSTAI I ATION A I I,IL,H i_XPLNSL TR CENTER B 17.. I I,CON I HAD ICH IALL COMPL,,MTH ALL LOCAL AND NATIONAL CODES,REGULATIONS AND SAFETY REGNI ATIONS,All OSHA U 0 PSF POUNDS PER SQUARE FOOT Dn DIAMETER Pi PRESSURE TREATED `$ RADIUS , CHAN,:IN THE,ELD THE CON,ACTOP IS 10,1,1,ti rHe DIMENSIONS AND LOCAI,NS AND REPORT ANY AND A,DISCREPANCIES TO EAIL IR.THE DRAO2INGS M.4,9,01 ICA,ONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK EXACT DIMENSIONS AND LOCATIONS MAY I EACH NG la `S REINF ORCED/REINFORCING I Hot,C,.1MPLL;ING 11,PROJECT AND IMPROVEMENTS IN ACCORDANCE`MTH THE INTENT OF r-iESE DOCAAIENTS ELEC ELECTRIC./ELECTRICAL REQUIRED LOADINGO BE EL ELEVATION RM ROM SUPPORT THE PROPOS DONE BY OTI-ERS EQ EQUAL R N RIGHT WAY RA MA K E R ANTENNA20 '.' 0 TES DRAWN..ARE BARED ONT U SCHED SCHEDULE S H r^ M2.H.., i, a _r.US uL VLh Osn IL EAT EXPANSION SECT SECTION SNR PRIOROCOrvS:RuCT ON SF SQUARE FOOT employee-owned LAR LEGEND AND SYMBOLS: DRAIN SO Fr/EXT EXTERIOR ; SQUARE FOOT (608)643-4100 www.ramaker.cem CHAIN LINK FENCE •- -•-•-•-•- FINISH RPIPE 1800 SS SF STMNLESS STEEL FIN STD STANDARD FINISH eue EXISTING STEEL ` wTRICALFLR FLOOR ,z [gK,u � wwearuuw.lei, a pPROPOSED ELECTRIC. E E BTRUC STRUCTURAL FLE%I MULTIRADIO SYSTEM MODULEEXISTING FIBER " __ TEMP TEMPORARY aFe1eFTG FOOTING zemev Ow4 FIBER _ _ THKTHC TELCOf, PROPOSED ro 0 EXISTING GAUGE ,`,,11 PROPOSED GYPSUM L. 2 PROPOSED A ANTENNA G NESO GV GALVANIZED %PTOS (:;;SEND O. U HMHOLLOVV METAL 'roc t \x�1 �F R HORIZONTAL NOEDOTHERINSE HOUR UOT GB E EXISTING,OVERHEAD FIBER Foo ,,,— CAL e LLL' HVAC HEARNO VENDLATON AIR CONDITIONING W/ -,1 I � L — — MANN WELDED WIRE MESH „y ice.:I W 'Rg. ELEVATION h ExIsnNG/PR v EDELEv _ \4N',o� De7s`a' Cf ,1 e xxx'.%'AGL os — \�551•j'T/ - g. gi SECTI NUMBER ® I ,,.''1,/2020 s s TE oEECRRTIN, alonad° a PwaECT TINE 1 3SAA798J s pfr f,,,' I.11.JECTINFORMATION, 5 2 55 RAILROAD PLACE 5 SARATOGA SPRINGS,NY 12866 7 E SARATOGA COUNTY oSHEET TITLE: i SPECIFICATIONS g `a g SCALE:NONE _ 3 z&; 48780 u _ Ar. SP-1 P 8 \FK "o�m BUILDING BUILDING EXISTING MOBILE EQUIPMENT 4T • •Mobile• 1 1 /BUILDING PLATFORM,SEE A-4 4,1 ANJ0]059 I. EXISDNG/PRE 'NTENNAS SEEA58A8F0RDETAILSR `� 141 POSEDTMOBILE ERIC330 COSTING UI DING -- �_ 13 NCSp TYP 11I PER SECTOR ,� ED LONG E%3T xG HCS EXISTING , ���, N�, Transc nd Wir ss WILDING ,� G. N3 BUILDING T-MOBIIE CABL/Wl TH 8 E' EJa3TING ER 1,1HCS.TYPY VA 101NDUSTRIAL AVE.,SUITES ® MAHWAH,NJ 07430 i 4/ ` 6 / x GT�FR p ' EXISTING ROOFTOP $ ',GF / EDUIPMENT,M. R RAMAKER \ 4..**.. �/ employee wed s `EXISTING � ® / (608)643-4100 www.ramakeccpm BUILDING • I� \E%DIG � 74dw ®®®® , DUSTING ROOFTOP BUILDING �Io.aIOF NEw da�� a j i 11 i ®® ®® DRAIN.TYP.OFi PSE L.L.p Y0 ®®®®® 0 c4. , JAS -p, • fi��._. 2 8 i ih / r v, u Tp i 4�G 94 I• 887544 8 Q E ki.:4144%%... pN. 43- , N v o �BULDNG\ Aff ® �,�fir' ®�®® F.AL ®Eo w,wwB a tg' \ ® �42) °®®® . 3SAA798J a PROJECT WORM.. i EXISTING PBrvT 55 RAILROAD PLACE /////// SARATOGA SPRINGS,NY 12888 E f40111* SARATOGA COUNTY 'S¢ s `/ PENTHOUSE SXE�*InEOVERALL SITE PLAN v\, EXISTING ELEVATOR BULKHEAD s I / --EXISTINGo 20' aB' W' J J BDIDING� € S :c,\ DIVISION STREET OVERALL SITE PLAN 0 55§`€d 48180 sCALE:V 440 I e A-1 12 I! T • •Mobile• 41 a5 NORTHEAST LLC 4 SYLVAN WAY PARSIPPANY,NJ 07054 5 P 8 EXISTING T-MOBILE EXISTINGY-MOBILE Transcend Wiroess a BULKHEAD BETA SECTOR EQUIPMENT PLATFORM y �, sEXISTING T-MOBILE EXISTING T-MOBILE g 101NDUSTRIAL AVE,SUITE GAMMA SECTOR �ALaMA SECTOR MAHWAH,NJ 07430 PANEL5 EX ST NG T-MOBILE RE s...c ANTENNAS i L S 77 7 1 T ) I 1 lar. �1 --1,--- = -mo - m P R.y MIA K E R a ad a ---- rr —° (608)c;6,4:G4�OLwww aratia YkOePr com sJ it ' - E F NErI y _ i I I 0 Ir1l 1 1 1 I II Y IIS -' W �d '1 C, -, 6- —,- L LLJ L 1 -- I r ,�, � s 6/1,,,, ,_a �� ' �J l!I_i 1 = 1 { -1 1 ail w4B __ ==.1F11=1=u,�„--,.u.=11=i=n s:u-NIMIL =_u LM MILM=.I=.tiFu B-raHz.u. PROJECT,. w,E i 11 ''SIL=."5'"=Il=11-11=11=11=1111.=.11.=A=1=11-_,=11=n '' 1.=.11 ''=1LIl 11.11.= VJI= - 1 I 11011=1101f 11= 11 1111"II�II11h=�I,I1111II�IfIl�11 �11 I;11.1.11�111R1111.1�.11.�1111.�1.111.ILIf�II 1111'11111111 3SAA798J41-II-II= IT�¢= =T h 1�==1r.=_=1=i=T =1==u u :n=n: .TI �r�n=T 1 55 RAILROAD PLACE SARATOGA SPRINGS,NY 12866 SARATOGA COUNTY 13 EE*TIT. EXISTING ELEVATION g s 0 I J J 2 PARTIAL SOUTHEAST 11':14' r ie 1= BUILDING ELEVATION MEG '46180 SCALE., 15 0 NUMUEU A-2 4 U T • •Mobile• NORTHEAST LLC $1 I SYLVAN WAV PARSIPPANV,NJ 07054 Y i. 0 MOBILEl' EXISTING STAR EXISTING T Transcend Wi ss a EQUIPMENT PLATFORM ,1te"" s g BULKHEAD BETA SECTOR ITE3O10 INDUSAVE,SU EXISTINGTOILE GAMMA SECTOR ALPHA SECTOR MAHWAH,NJ 0 7430 (a)PROPOSED i-MOBILE ANTENNAS (e) ED T-MO ONa EXIST ST NG nGx SED MOUNTS -I- q' 4 ❑ nnn Y OP __ _ .� (608)643-4100 mow.ramaker.com co IIL .,�s.OF. E ,iR arrowL l I Nt o 3 P pEL Lp] O 15 1 _ - mss * F +3 Fm F s pp t Imo' _: 1 I r L- ZNR,"". -,1,--.....fr s ..- 2� 4 m" • e.14;�Ai / Men..,., I - IIII!I !IiIt:- --fH7: annnii L. ninnnngInninB iVei� iAuui� l nino= inan IO& � .IMT3SAA798J � 1a 55 RAILROAD PLACE e SARATOGA SPRINGS,NY 12866 g SARATOGA COUNTY 5 8 — PROPOSED ELEVATION g0 7.5' 15' 30' 8 I J J 1 1 i PARTIAL SOUTHEAST u•;1 4 ]-+= s' BUILDING ELEVATION 48180 SCALE.1..15 0 am, A-3 II eN Mobile eN4 • NORTH NORTH NORTHEAST LLC ''O PARSIPPANYA NJ 07054 —3 p t 3 2 T�ansc n��ireless 1 I e © / 10 INDUSTRIAL AVE.,SUITE3 _" MAHWAH,NJ 07430 i STING T-MOBILE EQUIPMENT EXISTING T-MOBILE EQUIPMENT TO TO REMAIN: (I)GUMS (t)DUWJa gg (1)089¢30 11111 EXISTING I.-MOBILE ERICSSON (II BMW 6 R8331W CABINET TO REMAIN RBS NO6 CABOPOSTT EY RESMAIN `$ PROPOSED T MOBILE EQUIPMENT PROPOSED 1/7/14* INSTALLED N EXISTING ERICSSON ER MANAGEMENT e0% // / *440„ RBS 3108 mean.,QUIPMENTCABINET: MOUNTED ONPLATFORM //////IXISTINGT MOmLE GPS IX6T/T BLE GPS \ HANDRAIL USINGN 6160 SITE SUPPORTICAa NETRNSTALLED RAMAKER £ TO EMAIN A TO REMAIN MO EQUIPMENT PLATEORm employee-owned EXISTINGT MOBIlE2WA MOBLE .9 \ PROPOSED ABNee LrvsrnuED oe (608)fi434100 www ramakercom ELECTRICAL PANEL TO AL PANEL TO BATTERY EQUIPMENT PLATFORM t6 3 EXISTING MOBLE REMAIN ET MOB LE YO G ` EXISTING EQUIPMENT eKm...e�. rvno-,m.% AAV ENCLOSURE 4:4..../„, �� MVENOLO RE �� `x weea.✓exee.na urwarve e.n g', /••_ TO REMAIN u"`°�m " o .umee k.0,4„://".i., -44 /* 7/, /.w:.... t S OF NEw� yi.P Gap,EL L anti 015 cni A' i 4.4,.. , , 1,14.0A711P,,,, \ F %F Q d .11/4 hs°A°�EohPAoo°EaE" '' am ' /' :,,2_ - , , ,,IPOSECSSoN SITE SUPPORTCABINET) E. ,, 1)BB¢¢36 s g EXISTING T-MOBILE ACCESS LADDER , EXISTING T.MOBILADDER , ACCESS IAOOER TE o„,,,,,, FASTINGT-MOBILE CABLE TRAY EXISTING T-MOBILE CABLE TRAY PrZ FINAL ,:s%i &a020 3 MATH 1 HCS HATH EXISTING ERIESSON HCS (4)PROPO6IEDNG T-MIOBILE CSSON ERm560N PROJECT TrtO. UP.m PER TOR ROUTED ALONG EXISTING MCS 3SAA798J e g 55 RAILROAD PLACE Y 6 g q" SARATOGA SPRINGS,NY 12866 i SARATOGA COUNTY rnnE t..13 EQUIPMENT PLAN 1 g 0 1.875' 3.75' 7.5' "s IJ J 1 A 4 _1 1- € V EXISTING EQUIPMENT PLAN PROPOSED EQUIPMENT PLAN D .48180 0 O SCALE I.=3IS O N� A-4 13 /� iA a�sM�T2Ri /� T • •Mobile• a,, / , (,)EXISTING T-MOBILE ' , NORTH PANEL ANTENNA TO BE NORTH NORTHEAST LLC REMOVED a REPLACED II 4 SYLVAN WAV m (1) IsnNG T-MOBILE . PARSIPPANY,NJ 01054 ANTENNA TO BE . ,- (I)EXISnNGT-MOMLE —I �4� REMOVED&R iAf,�j. R MOVED&REPLACEDgyye29B.AZIMUTH B.., Transcend Wir ss MOTH �p E O `, lo INDUSTRIAL AVE SUITE3 5 MAHWAH,WAH,NJ017430 9I (RIA EXISTING T MOBILE a -C NEL ANTENNA TO BE E REMOVED&REPSCED la E 144 ' EXISTING ALPHA SECTOR PLAN O P SCALE R AR 1''. erN employee(606(643-4100 www.ramakeccsm E NORTH a.«,e.a,i' „km.,ro we�.�i�. "'.w.'j''''.s EXISTING DELTA SECTOR PLAN (I)EXISnrvG TMOBILE SCALE:NTS O REMOVED ANTENNA TO BE s.OP NEIN 1 \�\ a REPLACED42 sa pEL L, '41, 15 E tt C Y .r.,. i NORTH N 8 a' / G67544/ G a i ? El = 11=0,7 LRH IAPPK OA. �� �a.T A�DESCRIPTION EP ,Bae,e 64 - 3SAA798J B PfANELA TENNATG T MOBILE REMOVED a REPLACED ' PROJECT*W T ON 55 RAILROAD PLACE SARATOGA SPRINGS,NY 12866 ; a $RArt OGA COUNTY xo PANEL ANTET-MOBILE -yREMOVED aREPLACED 4/1441%%%**/ EXISTING ANTENNA LAYOUT y g '''-.' E SCALE:NONE I 05..iller 0)EXISTING T-MOBILE PANEL ANTENNA 0 BE REMOVED&REPLACED EXISTING GAMMA SECTOR PLAN EXISTING BETA SECTOR PLAN4,USEW 48180 i SCALE.NTS ® \, SCALE. - 0 „CMN, A-5 A $ 70'1OPH (+PRROPOSED nMOBILE ERICSSON ARoo�PPE ^� ��CI�R DS MOUNTED 4,4 T • •Mobile•' ► 3 d (1)PROPOSED PANEL ANT Ewcssory NORTH A+ .S j NORTH NORTHEAST LLC MOUNTED ON EXISTING MOUNT 4 SYLVAN WAY g plpPaoPOSEOilAOBILE R49 '8.. , PARSIPPANY,NJO]054 Y P RD PANEL ANTENNAOA ED e N EXISTING NOUNTUM :® (1)PROPOSED T_MOBILE RFS E PANEL nxLiENNn MOUNTED �yii . DELTAS uTR o ",t G MOUNT A ' ' ONE11ANTENNAMO Transcend Wir /ess U 1Se ul ' 10 INDUSTRIAL AVE.,SUITE 3 1 O I+I VROPOBEO i-MOBaE EwCssory (v0 PROPONEDr.moeaB • " MAHWAH,NJ 07430 4 AIRSAM BM PANEL ANTENNA / EiRI PROPOSED r-MOBILE Ba PARAPET TWALL'RICSSON RADIO 54.09,MOBILE MOUNTED ON EXISTING MOUNT . OFn ann RADIO INSlce of PARAPET WALL 44/4 p (ERICSSON RDTNOBILE [+glts3ox RAg0 ut5 . aL N ��- 6 B71 155 RAOFE�W 0ADIO 4Nuix31DE OF 1515 TEDET TOLLNBIDE , y� ' la mg OF PA PROPOSED ALPHA SECTOR PLAN O a SCALE NTS 2 _ RAMAKER GlnpSyBB a 4411107 ei 4.../d , (608)643 4100 wwx rani ket AIPROPOSED 32BB.PANELANTENNA a0350N NTED PANEL ourvr ER00 NORTH L E of / PROPOSED DELTA SECTOR PLAN O (1)PROPOSED T.M P,CE N p�'yo 1 ON EXISTING MOUNTUNTED G','�e N� ]4, P� I4,o_ lO * 61 Ih E+R�POSU ouBSLE \�� m0 ; I E B25 MOUNTED ON DE i ► "-.--e-.--• _�� w, cSSON RAD. m OF PARAPET WALL ZN T'� ��:. NORTH 41;4.7„, 0 017544 8 , 61 PROPOSED RADIO OOBILE Y. ,' ERICSSON OF PARAAW9 B71 5 1388 PET WANTED LL INSIDE � � • SEETAROTE R -_...�. iE GAMMASECTOR •{,1/4 # AaUNTED ONAT10 EDEMOUNTx 1DB ALMUTH az, MO 411Altipt* 1 (tRICS30NSRA0b uB6E41. 115 MOUNTS A'L"L IDEq Bil p .� , 1 i/NrvIX /, A ,' SLRAILROAD P ING E 'S0 SARATOGA SPRINGS,NY 12188 2 Ill PROPOSED T-MOBILE ERICSSON IMNM9 Bal PANEL ANTENNA tik SARATOGA COUNTY R /mouxreO ON E%IsnNG MOUNT ` .� / PROPOSED ANTENNA LAYOUT a 0 (a)rt EATON EL a rEUHn ssoN -4.' APXVOPASEO T-MOBILE RFS SCALE:NONE y MOUNTED ON PROPOSED MOUNT PANEL ANTENNA MOUNTED tEXISTING MOUNTgePROPOSED GAMMA SECTOR PLAN ON PROPOSED BETA SECTOR PLAN W 48180 SCALE.NON SCALE „ ,, A-6 • w OMEN T :a.5,m COMMENTST . .Mobile• R5 - N=,LSITTBrN MIRED„SWEET eM�mtaswl NORTHEAST LLC 13473 4 SYLVAN WAV >33& PARSIPPANY,NJ 07054 4p4 S _ 15'-0'WORKING CLEARANCELu Q ET 4.. e• zz �� 11 Transcend Wi ss 1 © ,r.>,r rI _ _ - e� 1OINDUSTRIAL AVE.,SUITE 3 S _ .,, . -,r. 'MowMAHWAH,NJ 07430 PRDPOSED FIBER a PE.. orr., T MANAGEMENT BOX , Larg B / n ERICSSON RBS oNfA cA NLI bALAaNE n i j 1,/9 ''®t6N'a . .„ "., ..T ` IMI ;06 pNno:�..i DT,ro,o,.E, ' s „,,5„,,,F,,,,,,,,,, H RAMAKER Mused x BOM ORDERING CHART 0 m (608)643-4100 www.ramaker.com a SCALE,NTS P.a.... i...o�.,m.xe x n rom' PLAN NEW ,cE OF N4fr yi- PEL L.,,,,'I' ry`O° NeP s * 2' 7 s4-'F s 1 4. M * I O 1 ' /y� m �1.. W s 15,1/WORKING LLEPAPNLE 2� / E .. /• 087544/ G 8 sLu BER + 4a S urv� rr.o vR�v� xBEv NL ,` — — — ---- -- ----t.5 --- .,�L..e,.. 6'$:;070 : NOTE: d/ CORRECT KNOCKOUT TOOL REQUIRED e"- 0.p -6 I Z P2 / FOR PUNCHING KNOCKOUTS.DO NOT GRILL KNOCKOUTS / § NA,K DATE DESCRIPTION 1 m POSED FIBER 11%,wen= ¢ yy MANAGEMENT BO% m 3 ERICSSON w E%ISTING E USE9rN O I PROPOSED PROPOSED �orFUTm� RN 8102 RBS 6102 CABINET ERICSSON CABINET eoSUPPORE 3SAA798J ,E EATER/ c n CABINET CABINET PROJECT MEOPMATnx, ,g 55 RAILROAD PLACE SARATOGA SPRINGS,NY 12866 a SARATOGA COUNTY 55 e•REAR LEFT VIEW SME�*�EQUIPMENT CABINET CLEARANCE Y- FRONT VIEW CONFIGURATION v I B SCALE:NONE ¢ £ ELEIPTa MENT CABINET CONFIGURATION O °„ 48180 $ 2 A-7 R T • •Mobile• zg'g MANUFACTURER.ERICSSON SITE SUPPORT CABINET * MODEL 6160 SKU ME ROOST S:255'35.5'x¢5.0, NORTHEAST LLC MailIt WEIGHT 295 LBS WITHOUT EQUIPMENT VAV NWAY,NJ 0]054 Y 1 I CORRECT KNOCKOUT TOOL REQUIRED FOR w 3 HOSE: PUNCH KNOCKOUTSNOCKOUTS.DO NOT DRILL _ — l' liraM A 2. CONDUIT MUST BE PROPERLY SECURED TO PREVENT DAMAGE TO CABINETS AND/OR CABLING �o„�`:A R P7,4,iiia000<u Transcend Wi ss.S WORK Ns EO INSTALL M a O CABLE.OUTSIDE KNOCKOUTS ®®®®® 10 INDUSTRIAL AVE.,SUITE 3 1 WORK BEST FAR EASE OF IrvsrALL. �®®® MAHWAH,NJ 07430 ; 2"KNOCKOUTS`MTH LBs POR �/ CABLE TER8 1-1 Y. — J •••• RO NG JP WORKTHISINSTA,FOR FIBER CABLES(YELLOW) "& ID ,s ,,, FIBER RDUTING BETWEEN MACRO I 22 I DE CABLES Y 0 • ...RIGID s Ri�MAKER employee owned KNOCKOUTS AT LOVER REAR OFH �-- eI, (608)643-4100 www.ramaker.com b �/.. H,U I vEN1ION AND IPIOCKOUt I� '�' 8= �� ETHERNET CABLES , 7__ RSAFETY OF7 / (eLUEI— O O J O s.,NO TECHNICIANS, ^ J e.N.m a, �mz , ,m w s ISO NEW REARVIEW � ' __-' SE QF NFwS .U, P INTERNAL ROUTING ,:7 q PEL I p71 VOP 8 I a m 7 2 _ _ /• 087544 O P� x °° RECTIFIERS h"-/'" ..1. BREAKER5 ERSSORAGE N >F EXPANSION EEEM� UNH19O% nada L Fa n 8 ACCESS SLOTS rU0DTNT,La BASEBAND 8830 k ISSUED AS 1°°�� "TTWo ° i i EGAGYBABEANoKa.� n ° EO AND LBPENETRATION IS °° UNUSABLE TY i -SCSR/SAS FIN. Q DIRECTLYBELOWACCU O B150 CABINET .aa „, ¢ Ss 1 3 r0 o0 1 3SAA798J 1 fr§ LEFT VIEW FRONT VIEW RIGHT VIEW FRONT VIEW(OPE* PROJECT i un DEDICATED 1 FOR ICPs 55 RAILROADDP 5 PLACE `- 4 KNOCKOUT ON RIG,I AND SIDE COUNTYSARATOGA SPRINGS,NY 12866 8, € _ THAN LB OR 90 SARATOGATO 3 BATTERY CABINETI.E TO CLOSETa"RIGID _ Oa LEX CONDUIT MAY BE USED EQUIPMENT SPECIFICATIONS i F ISCALE:NONE m A ERICSSON 6160 SITE SUPPORT y CABINET-SKU 633953 O 55503 48180 g O SCALE:NTS ITEr A-8 8 T • •Mobile• NORTHEAST LLC 4 SYLVAN WAY I PARSIPPANY,NJ 07054 Y IA II w a MANUFACTURER:ERICSSON BATTERY CABINET °d Transcend Wir ss IV MODEL B160 SALI 13951 611/33 � � S 101NDUSTRIAL AVE.,SUITE LOS WITHOUT EQUIPMENT � Q NOTE _a+.a %I -I MAHWAH,NJ 07/30 i i i CORRECT KNOCKOUT Tool REQUIRED FOR _ g NC NG KNOCKOUTS.DO NOT DRILL __ _ __ s 111 x �.,T TO CABINETS AND/CONDUIT SIDS I UL PHOFER, ORTO OC • OFF"EASL I_f 1,1 ALL ANL EN c o O RAMAKER R (60B)643-4100 OVA ramaker.com 0 d. 'KKam,....., ..—....,,..,e,=gip a B co c� �n..SIL=...�,w.�am E 0 0 0 0 .n. g��a� ,.m REARVIEW T, ISOVIEW OF NE arc OF y, ,rag.L L.axe J-0 8 PLAN VIEW 111 ,.^,;; 0 * ` z-x• i. € n 067544 ' ,AAUXBRE4 Ra FANS \_ ,, LIGHTS.ETC,KE 0 0 0 0 1 0 0 0 0 �� wK,.d K,mom �My�o € i BATrERV BRACKETS ---- ALARM Box PRE-LABELER 2 NARK OATS DESCRIPEON 1 1,7,017.15; —--- Mn momO O Y O 0 ROATSBRATIQN 41 BATTERY SHELVES.UP " P°P"`"E. g0 0 0 D oc PRE-INSTALLEDETERS 3SAA798J O0 00 00 I— LEFT VIEW FRONT VIEW RIGHT VIEW FRONT VIEW(OPEN) 55 RAILROAD PLACE I SARATOGA SPRINGS,NY 12888 5 SARATOGA COUNTY ! EQUIPMENT SPECIFICATIONS C2 C a I SCALE:NONE - A ERICSSON B160 BATTERY CABINET- dd SKU#33954MSI 48180 I O SCALE NTS 1 as A-9 A Jr:, T • •Mobile• V I.0 NORTHEAST LLC I/ 0 ill ° liii Ik, � a_TES EDLEL" a �.•. DE, .T LLE N h el 1 , (///////%///%/�'' MANUFACTURERE POWER SYSTEMS - - (//d, R A M A K E R MODEL KU:11502 S SEM tSOF MANUFACTURER ERICSSON E BOLT ``, ploy¢¢-9rvcel 8 s4.9•I ONLY) eesloNs.TED B (608)643-4100 www.ramakeLcom NOMINAWEIGHTL L239 OWEIGHT'TED 2 50 B 1 HED HEAD BC Li NOMINAL CAPACITY FREQUENCY:REFER TO REDS SHEET 30 0 OURRATETOHOUR RATE O160V,U 20°C 19 2 P T SHFR SH .SV2c®TPF El, _ ... 15'SPLIT 10.5001 BATTERY SPECIFICATION 0 BB 66308SCALE SPECIFICATION O 2 ,mLT ANTENNA MOUNTING DETAIL O W� I OF NEW SC.LE:M3 SCALE NTS $ yPG,,,,EL L. 1"OP 5 * •F ,spm s BD a MANUFACTURER:ERICSSON OB)$44/ / `c MANUFACTURER.US 0115 B25 SMODEL II KUTBD RRUS 4449 BTI+2305 ' � �� v MODEL E RRRRERIB250N D tirau L J n SW MENSIONS:13,4'Fta5750. DIMENSIONS TB y FREQUENCY REFER REFER TO REDS SHEET ~ FREQUENCY:REFER TO REDS SHEET — L i0 06119120 ISSUED/19 FINAL „%, s]/"� TBD Teo A.4,DATE PROJECT'lit SZ FINAL :20 eizozo 3SAA798J - PROJECT NFL RIMTION 8 Y $ 55 RAILROAD PLACE 5 F $ SARATOGA SPRINGS,NY 12886 f E SARATOGA COUNTY 3 s�v ML., u u u u u EQUIPMENT SPECIFICATIONS i g. i. SCALE:NONE 1 RRUS SPECIFICATION ® RRUSESPECIFICATION O DETAIL SNOT USED © &39id 48180 a SCALE NTS _ wI5 A-10 MANUFACTURER BM DBSGN T • •Mobile• - SKU.340213 IorvS: (WITHOUT NORTHEAST LLC 9 WEIGHT 112 0 LBS(WITHOUT MOUNTING HIT) SEA ISAiR zEefieq Icssory FREQUENCY REFER TO REDS SHEET 4SYLVANWAY u NSI PARSIPPANV,NJ 07054 Y g5 WEIGHTION35a 5685 2.940.]' MANUFACTURER:RFS 0, FFREQUENCY:REFER TO REDS SHEET MODELATANLte qaU-WARD a 2g DIMENSIONS TBD 440.5' a R WEIGHT:928LDS �`4 FLOP, FREQUENCY:REFER TO REDS SHEET Transcend Wir„ ers a t ITT' S a> UII 10 INDUSTRIAL AVE.,SUITE 3 1 O MAHWAH,NJ 07430 8 mN A A III IIIll 11 N4 • -,t 113 a r ' R/AMAKER 1 ��� employee owed (608)643-4100 :.ramake:com x 60 ANTENNA SPECIFICATION ANTENNA SPECIFICATION ANTENNA SPECIFICATION 4E Or )'1' o SCA_E.NTS O SCALE NTS OO SCALL NIS OO yCPGV,NEL i'p14,0:0P * Fig^� � h',; C] I I e 2 .9 2 FQ...0E7544 0?9 € \ SEION1 // S If E. 0 P t a, - S ._ IN ,1-1',1', FAL ,, �ss�an 5/1812080 i i 3SAA798J a g PR.ELT INFORMATION 55 RAILROAD PLACE 2. SARATOGA SPRINGS,NY 12866 SARATOGA COUNTY 9 2 P. EQUIPMENT SPECIFICATIONS € 06 8 g SCALE:NONE e I DETAIL SNOT USED O MVO 48180 4 ME A-11 ;' T • •Mobile• M NORTHEAST LLC 11 PARSIPPANV NJ 07054 A AL 4Sec-67D5997DB.png 0.0 s Final Config: 4Sec-67D5997DB i Tcanscelzd Wi)ess a s a © 10 INDUSTRIAL AVE.,SUITE 3 1 MB+LB MAHWAH,NJ 07430 A • • Passive R32o: Antenna el a B2a a IT„: „ or L600 IT„.:„.„ RAMAKER iii841 L700 employee-owed (608)643-4100 van(maker.com 2.5GHz NR L19 -,1„7' lL U19 k�00'FNEw Li 4Pc'xxNULL �'I' 1, e 4,4 Radio — — y �I 4 s` 4415 Radio N 1'8,7544•y�/ E B25 4449 4 812+871 f\ AES O .,/ g V§ El — — — —-croetr Ptt, FINAL 000000,000 ON" " is o oa000 a 3SAA798J x Notes: gi 55 RAILROAD PLACE SARATOGA SPRINGS,NY 12866 S E' SALE aRArtOGA COUNTY 1, o a PLUMBING DIAGRAMO RF CONFIGURATION i NTS S g SCALE:NONE E E 11686 48180 ii ilic WA& A-12 A 8,. I. T JI • "Mobile.• NORTHEAST LLC 1 4 SYLVAN WAY dddd� PARSIPPANY,NJ 07054 gg g a Transcend Wir ss I 2. RF DESIGN C 10 INDUSTRIAL AVE.,SUITE 3 E PLExERS/ CABLE MAHWAH,NJ 07430 `sq SECTOR BAND ANTENNA MODEL ANTENNA CENTERD AZIMUTH ANTENNA DOWN 11LT ECTRADIOS SORDEZPMENT CABLE FEED LINES LENGTH ELECTRICAL DT MECHANICAL OT 2 E. L2150/L1900 (P)AIRs2 BMA ]50 26 ab/a/a 01 ALPHA L6560/N2500 (P)AIR6449 Bal ]fin 28 a/4 0 - _ IPI(1)tr12 HCS vs i (E)(1)9618 HCS(SHARED) Mlala RAMAK ERPIRADIO 98],.88 employee-owned a P,APxYALL,e,3-D-N 20 501 20° (P)RADIO ,5825 (608)643-4100 ww.ramaker.comD99 L2100/L1900 (P14(752 BMA ]5a 118 4/4/4/4 0 - 3 , V()8x12 HCS 475-BETA L2500/N2500 (P)AIR6449041 tte 0 (E)(1)axte HCS(SHARED) �O.'.F N.Y."E1,gX (P)RADIO Hg B],.BBB gLL :000 „e °°NSuioo/ (P)AxvALe4au-NAo (P).D1044,5 els E•1 N4/4 HNfP L700/ 25 ef1m sL2100,1900 IPI AIRez 8659 76-0 208 0 - -C14 Lei E GAMMA 12500/02500 (PI AlRsue 841 ]6-0 208 4/4 0 - (P)0)6E12 HOS 288 \y A ��� :�� (E)(1).0 HCS(SHARED) N1 � 2 00/Leo u-NA20 ]5 m 248 4/4/a/a IP (PI RADIO 4449 871•BEA / • 087544 i ��G s M0TO Ute00� (F)AP%vALLte 40- _ (P)RADIO an5ez5 �� � LOIO4I Lt90o (P1417348654 ]5-0 zee a/4/4/a o - Mwa/0,2,: 7j,mmo ti DELTA 12500/02500 (P)AIR64a9 Bal 15-2 298 ala a - - (P)(1)exl2 HCS t80.(4)(t19xt 652S(SHARED/ (P)AP%VALL1e_48-U-0A28 ]5-m zea a N la/0 a _IPI RADIO aaae B]t Baso No.ISSUED AS AWE 1 U1900 (P)RADIO aa,5 825 s 04 FlNALcexeinwx L700,600/ ,:5;209n020 SI z 66440151 Le 3SAA798J p RF DESIGN TABLE O s SCALE NTS i PROJECT EIFORIDATNTIE € 55 RAILROAD PLACE E g SARATOGA SPRINGS,NY 12866 I SARATOGA COUNTY SHEET-T9 RF DESIGN TABLE i I g SCALE:NONE A I o 48180 B n& BEA A-13 m T • •Mobile• g NEWCABINET(SEE DETNLSIIEryPLOW STEEL BEAM,TYP. 5-0/MA% STEEL UEEEAM NORTHEAST LLC GALVANIZED x' GARGRAnrvG 4SYLVAANY, PARSIPPANY.NJ 07054 Y r F 15 1Im WArvI�D B(NB a F5) Transcend Wir ss a II; 1 © SDO GRATING DTE 10 INDUSTRIAL AVE.,SUITE OSE�'0 aDLTs IN'e"HOLBs MAHWAH,NJ 07430 SECTION 1/1 a SCALE:< \ , f � �\ / RAMAKER / \ / employee-orve o \ / PROPOSED e,aD CABINET (608)643-4100 www.ramakeccsm PROPOSEDe,SB CABINET \ \ / M Tc MAIC "' —a / STEEL u L. � `EAE°� rrof n°G ,====".m en. CSxBT 'V"' . ,'P ,'OF Nei, A TYPICALLPLATFORM&CABINET PLANO t, \ .,,P� pEL L.p,4,1-01,SCA $€ (2;=1608.11 Ms sFs) * Ts. s ' e I'P�bll m LE BAR GRATING REQUIREMENTS USTE m 141 ` 2 '_.RAT NG USE.m BOLTS IN IA.HOLES _ 4/ I x N NTs PART/I87544 i O < Ho'oc n�Nc wnso 4 x'M.01,,.00 0 i — rr._N CHo sMN-171 SECTION w,Kw�L�p• 6i �3 .1.-0(O R- 2%.31,''U 1'i0 ac M=N.t,HOLs vs.aDD SCALE'NTS OO o z H ORT STEEL NOT REQUIRED IF MINIMUM GRATING Y SIZES IN-MISTAKE ARE PROVIDED. Y 2o mono ISSU,P P5 FINAL 1 iGALVANIZED TE oescew.. PROPOSED CABINET SUPPORTS I _ OWING P EMEOTTLE 55-00 azmB b• 3 STEEL RALSPACING PROPOSED STEEL REFERENCE DETAIL 05oz Celmz 9H $ B THIO o B, I — i!�� 3SAA798J aTOTS T•s• CSTeR BISi - (zALZgB.'OE20(21100 - 5 s^r01ry-Lr COs.a as-, OLTP(NPSFs) 55 RAILROAD PLACE g" T- SARATOGA5555 SPRINGS,NY 12866 NOTE: 51.1.7 ARATOGA COUNTY 1 E HOT DIPPED GALVANIZED IN ACCORDANCE SPECIFICATIONS. STRUCTURAL DETAILS WWIz' BOLTED CONNECTIONS m�ulwsHALLusE BEARING TYPE ASTM AazS BOLTS t3:'ml rvoR: E UM OF TWO BOLTS UNLESS NOTED OTHERWISE. USE a•m BOLTS IN'A.HOLES CONNECTIONS FOR STEEL GRATING MAY USE Yl'0 £ I S. NON-STRUCTURAL sim 307 BOLTS LESS NOTED OTHERWISE. SCALE NONE - a. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS PRIOR TO STEEL E CATION. r - 5. ALL STRUCTURAL ANGLES,CHANNELS AND PLATES SHALL BE ASTM A38. Pi SECTION O 0:,17 s-80 o scALervrs S-1 T • •Mobile• NORTHEAST LLC PRPPNASIAY,NJ 07054 2 & TCH ELEVATION TO EXISTING MOUNTS Tfansce 7C/W%r. 5'S 1 PROPOSED7 °R ST w 01 0 ® MOUNTING PIPE 10 INDUSTRIAL AVE., ,SUITE 3 8 MAHWAH,NJ 07430 g PROPOSED I T� Prz'G PRO TEo 0 0 0 IIII I �asSMOUNTINGANGLE.TYP. f. PROPOSED 1/21e THREADED ROD EXTENDING THOUGH STUD WALL WASHER SIDE BORACCKTSI SPACING ATTACHMENT DEPENDENT SsT `CEIlNEaODWAIMST.)UD. MROPossorsr ea MOUNTING PIPE PROPOSEDYa8"CLIP ANGLE WITH(2)100THRU BOLTS,TMPcola sa RAMAKERF employee-wed a (6y8)643.4100 wwramakeccam aY E aa` mvAwUiv OPNEwYg '!- . �PEL L.p%01, WASHER,Tv. u. * 4- wf"'1. ANGLE BOLTED TO MOUNTING NG I _ ��k m 1,P.4'�( ¢ iGLE WITH(2)trs"OTHRU .■' —k.. 2 ■'_ ,,, ..49,75414.1",„' 11 $ BOLTS.rvP PROPOSED NUT.TSP. I I PROPOSED n',axv,':aB' 6.1 MOUNTING ANGLE.TYP. 1 �' 4 ry PROPOSED 1rz°0 HED ROSTUD EXTENDING g .2 THROUGERH811)NUT EACL.H H DE(TYP.BOTH BRACKETS) SPACING OF ATTACHMENT n DEPENDENT ON STUD Te o®cvlmon a19rzU2e SPACING(2,O.C.M.) �PEo y, 5 WELL STUD vRo.Er.TMt mM' 1 Fo 3SAA798J 1 METAL PANEL s` oS 55 RAILROAD PLACE 1 SARATOGA SPRINGS,NY 12866 5 SAERATOGA COUNTY o 9 TIRE STRUCTURAL DETAILS i s 1 g SCALE NONE PROPOSED ALPHA WALL MOUNT-ELEVATION 1 PROPOSED WALL MOUNT-SECTION O Partd 48180 a BHALE.N.TS. NTS airio S-2 € T ' Mobile at, NORTHEAST LLC i ffi 4 SYLVAN WAY PARSIPPANV,NJ 07054 —Ex ATONTO igg Isnrvc Nou "s EXIt 1 STING MOUNDS TO Transcend Wir ss jd PROPOSED 10 INDUSTRIAL AVE.,SUITE 3 z NOurvTIrvG PIPE MAHWAH,NJ 07430 9 1111 MouNTINEG PIPETDxG-o' © PROPOSED,/"0 R A MA K E R ® U.K.,.TTP. employee-mud _ 8 1/ (608)643-4100 SHsCrEs8kecpum `/ nos,77;,',:...'G a , ,70°,7 nNGLery memez..:721biu 7:17,, -S. E Q• —..--m=„.,_....=---3 THREADED ROD EXTF,DING SE OF NEW 3 PROPOSED yP��NELI a]ti SOP a DEPENDENT hnr� * F `9S.F `DENTE EOE WDLL STUD, 111 II . 3 m TYP N., •. = 1 DLPLNDLN I ON STUD S ., Stix - /A. 087544 O ._LI wALL sruo. pE$i.4� 1 4 .". 2 -I o `u V �_` g esrveo isw[PU Fixe ^ — MARX DATE DEScRiniox i Z OPOSED D m ' ANGLEBOLTEo 0 OUNTING 3SAA798J z ANGLE NUN(2)1/T'0 THRU 5 BOLTS,TY, g `4 as PPOOSEEDL...00.0. o 5MOUNTING 55 RAILROAD PLACE E ANGLE BARATOGA SPRINGS,NY 12866 b Bors.*va�1�1en'O rNRUSAERArt OGA COUNTY "8e STRUCTURAL DETAILS I SCALE NONE B g PROPOSED BETA WALL MOUNT-ELEVATION O PROPOSED GAMMA&DELTA WALL MOUNT-ELEVATIONO 1 N. SCALE. TS. &�`d 48180 xU% S-3 4 LEGENDUTILITT POLE a c2 -- EASEMENT RThT LLC —T-T- PROPOSED TELCO 45YLVAN WAY PARSIPPANY,NJ 07054 -FO-FO- PROPOSED FIBER m 5 0 EXISTING FIBER OHE% OVERHEAD ELECTRIC-E ER- ELECTRIC LINE I -. ,- TELEPHONE LINE Transcend Wi ss @ / N O 10 INDUSTRIAL AVE.,SUITE 3 'Pa MAHWAH,NJ 07430 / 33 E%ISnNG T-MOBILE ERILSSON - %ISTNGELE NG RBS 3106 CABINET TO REMAIN ELECTRICAL PANEL TO FXI,NC FF IOSSON RB CAB CO RIFT /.,,, FIRPROPOSEOT MOBILE 2'PLE%CONDUIT 3 /T/. / MANAGEMENTEXI Fil . STING TEL 0 TOE%PR OM POSED FIBER RAN PROPOSED T.MOBILE 2..3 FIBER MANAGEMENT BOX PAV ENCLOSURE OEXISTING / MOUNTED ON PLATFORM HANDRAIL USING UNIST.RUTRBS 3INCABINET.LOMRO,+TU VERIFY / BFLEX R,�ee.A. M"*:^,�,•A'�"'^�' K EY. R.a ,. &FRoMPROPOSED FIBERMANAGEMENT BOXE%I3TINGTMGBILEGP3 REMAIN employee owned TO PROPOSED SRlcssDN 6160 CABINET TWORILE ERISSON 6160 SITE SUPPORT 60�y``, ON EXISTING PLATFORM (6y8)6434100 wwwremakercpm a vIsnNeoiEzoDA ELECTRIC. O ♦ ^"ew'' """':w11r57=w'-WELToeanNII PROPOSED TMOBItB CONDUIT For= u/ x"',/,„,, / `. �wED ITH DC CABLING FROM P�OSED ER CSBON 6160 CABINETEXISTING 200A FROM POWER ATFORM o n SOURCE TOTTMOBLE ELECTRIC PANEL /d / ` PRonoss°rMOBILE ERcssorveleom/ ' �y '� BATTERY uNsrnNEwlooA BREAKER FOR& E16o SITE SUPPORT CABINET IN * /� > v-/ /%// / / EXISTING MNairoRa * , \ �pf�pOBEFL1NL E....10154.1:.:.:°(;) ��PAL$s:O I EXISTING ELECTRIC PANEL / L r ,, / EXISTING '''',2`. '/ / ' '/ 4-',., ?//-'COPcLosuRETOREMAN / /n /14..,,,//'//. 2 EXISTING TELFROM TELCO SOURCE `*' 77/7, ^/ /AZ, '''*/ /2-'''g. ATOLENOUTOEVATRIET / ,' / "27 //m / 2httho �I PRorosEDT MOBIL /I. �/ / /Y / FROM%ISTIG AAV ENCLOSURE TO '/ ) / / / ) re wacn mon Po PROPOSED ERICSSON 5160 CARNET // ./ /// ry// FINAL 102030 PROJECT TITLE 1 FROM EXISTINGEXSING ELECTRICPROPOSED TWOBILE ELECTRIC NPANEIDUIT /// // / /'>7 s „ oPROPOSEOEmcssoN6166LABINET 3SAA79SJ 1 ",,` NET INFORMATION 55 RAILROAD PLACE g ''//�-�''4l/i SARATOGA SPRINGS,NY 12866 £ E' ,e'/-4(,''///// "'Sid , SARATOGA COUNTY ROOFTOP UTILITY PLAN $ff `s € 0 1.25' 2.5' S' 3 I J J H Is 1 ROOFTOP UTILITY PLAN , 88180 ` - a. 'o scALE:r=zs N3 E-1 m a IlE��o,2D.W,PN T . •Mobile• SOCKETBCIRCUR EXISTING NEMA 3R ENCLOSURE a j melNAnoN ' ©� NORTHEAST LLC 2p III TO' GROUNDING UNDING SYSTEM 4 SYLVAN WAY EXISTING a•cwi Puu wtRE PARSIPPANYNJ 07054 i r0 POINT of UTILITY gg CONNECTION MP) p a AC AIL E%IGTING(a)zaroa REIAY (tI Xe GRD,2CryIF) Mil Transcend Wl�, ss PROPOSED60BACKUP)DGEGN _ BM BATTERY CABINET g C. (BATTERY eACKUP) ■ 10 INDUSTRIAL AVE..SUITE3 AI , PROPOSED(a)OAwG GRD.zC MAHWAH NJ 07430 H_�1� `ajy,�uU PoslTrvE eL�s eAR °ocaourvo Hlcsysiim° ERICSSON 8160 SITE SUPPORT CABINET -a a ocDISTRIBUTION UN 74‘717"'''''''. -� ��nn�,.., .... � Ill Iii.AA A r ONE-LINE DIAGRAM i AAAgAAAA='jj;==;,>/i' DC a N E-LI POWER CONTROLLER j�I �AA�7!]Ar' , RAMAKER a wf .� ''� employee-owed b -I '" Via j ,�-- ALARM MO,. (608)643-4100 Sow.ramaker.00)0 NECTFE al,.el �aG �� �w '& E emum n, .xm,,. .r..".m. um r 4 0114 POWER SUBRACK 1 z s a s s 7 8 e ,o „ 12 ,s 14 ,s 15 17 18 19 20 21 9 son son 070 240 240 aoA sor.:WO': xiA302 30A 30A 300 10A,0A 10A IDA 10A �s OF Nyie 4PO 7,EL 1.p�yOP & IIII * �(N r ,st "F IimAmNLs uw, PL Itrh,l'm * O E °o n ikahl i Rs'%�co�4yv---------7 EcroRs m2,p%'I'S .2 $ Gj �r�. \ MIORI 74 ,...2 l� ��- _I� / nLOgos coNNERO DC DISTRIBUTION UNIT i A• 4%, e` rrl Rs L\ I_f", ms's,,.. /goo �o \1 �O�O �`y, 4• � r u ���o�o o�,_ rIf- If Ifs rill- `II III �o�o�o�o�`: `-1y: V�V �I I II Ij I _ �O�O��� TE P�wFTox lwzom Lowvar O ra V I ud 11 IV °tSCO E tV I II c _ ,„ ::,Z 'm CIRCU?ERECr, L w V V 4r 4I III I waiEc.m E m (Y1.g) ERS O Lr V ty �i �I'�� g CIRCUI BREAK ,B+VrrV ZVi s !#>�2) ERS RRIOR 3SAA798J BREAKERS(I 2)) 55 RAILROAD PLACE E `� SARATOGA SPRINGS,NY 12888 ; DC DISTRIBUTION UNIT SARATOGAErrt, COUNTY UTILITY DETAILS I SCALE:NONE 8 s DC BREAKER DIAGRAM e 6001.0 NTS Q 58488 48180q. E-2 G SPECIFICA1,315: 33E N 2SCHEDULE AND ATTEND INSPECTIONS OUIRED BY JURISDICTION HAVING AUTHORITY.CORRECT AND I NO ELECTRICAL CODE. PAY ANY WORK REQUIRED TOP T • ■Mobile • a ALL GROUNDINGDEvcES SHA KILL APPROVED.RLST.O.OR THEIR INTENDED USE. 3. REDLINED NEO ASBU LTS ARE TO BE DELIVERED NO 1n0e REPRESENTATIVE 7 6 3 GROUNDUNLESS NOTED 4. PROVIDE TWO COPES OF OPERATION NTEI.v ALS In THREE-RING BINDER. • GTHERMSE VSPRAY CADWELD NORTHEAST LLC • WITH GALVANIZING PANT.R MECHANICAL FITTINGS. 5 AND INSTALL THE COMPLETE ELECTRICAL SYSTEM,TELCOSYSIEM.AND THE GROUNDING SYSTEM AS SHOVE ON THESE NN ROViE IBUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH POSSIBLE.BEND GROUNDING LEADS WITH A MINIMUM DRAWINGS. PARS PAPANYANJ 07054 g 1 B"RADIUS. 6 ALL NARK SHALL BE PERFORMED IN STRICT ACCORDANCE MATH ALL APPLICABLE BUILDING CODES AND LOCAL ORDINANCES,INSTALLED i0 5 VVHEREB NA NEAT MANN SUBJECT 0APPROVALP SLEEVE O PVC >. CONDUCT A PRE S CT G THS WORK.REPORT ANY OMSSONS OR PVC SLE SHALL BE DISCREPANCIES OR GLARIFIGATtON PRIOR TO THE STARE CF cor.D.,c I ION R GROUNDED.SEAL BOTH ENDS OF.31,11 PATH SILICONE CAULK. $ SURFACE CON C Acs ORG 0 S. PROTECT ADJACENTnON ANY DAMAGED AREA Transcend Wi ss i . 6 =FotT,o=ZTAN 0 <s.,NLc rosHNYMETAL Fo =NCD6 N_CTory APPLY wPvaoP _ANT OXDunoN PANT sREMOVE DEBRIS ON A DAILY BASS DEBRIS NO,REMOVED IN A TIME,,SHION.11 PF REMOVED BOTHERS RESPONSIBLE a MAHE ATO WAVERS10 INDUSTRIAL AVE.,SUITE3 O ]. GROUNDING YORE CONYLC F.n_L e_3-CRIMPCTAP COMPRESSION TYPE SELT BOLTS ARE Nor ACCEPTABLE. RE210MM REPRESENTATIVE,DEBRIS SHALL BE L.rn DFRr T. RFAND SED OF LEGALLSUBCONTRACTOR SHALL BE CHM.,ACCONLIINGL,REMOVAL C13 DEBRIS SHALL 3E Y USE OF TH THE PROPERTY'S DUMPSTERIS MAHWAH,NJ 07430 CONNECTORSS ALLDECaMED.IS NG HYDRA CN MFNC TOOLS.THAN 13.c.C. 1 CERHLNCTORTI LEVEL ONFRMAVAIAe CP T Lr AI LXS,h„U, Y PEDESTALAND FC,SE ENGINEER OF SERVICESM AND FAULT 9 —5 10.COPPER I FAN, UBMIT COST 11.COPPER BUSESTTED 9 NON-OXIDIZINGENT APPLIED.NO FINGERPRINTS OR DISCOLORED SROLNDIN_ SNP GAS CONTRACTOR TO 09u ERs SPECIFICATION.ON TO UPGRAD APPROVAL OFla 568 SU,,ED GO,,OTATIC,THE CONTR,13.31SNALL SERVICE AND/OR UPGRADE SERVICE FEEDERS AND V COMPANY 13 HARDWARE(LE OLS WASHERS.ETC.)s TO BE STAINLESS STEEL 1 UTILITY COMPANY DOTS AND LP GAS PIPES..PER FS ON 13.THE ENTIRE SYSTEM SI IALL BE GALLEY GROUNDEDAND EQUIPMENT ANCHCITSANO BONDING NUTS D WITH A AND PROPERLY BONDED N THEEXSTNGLI RAMAKER GROUND CONDEOTORS. NINTHECINDEDUP,.,ENTBRArvLHLRGU BG,ALLBEGROUNDEDv.rHA DLLSIZED EGDPMENT 13 CONTR.:OR,13,3,111 111,,THE TOTAL NUMBER OF SERVICE EN:RANCE DSCONNLOTS 14.INSTALLG BUSHINGS ON ALL ME I ALLCCONDUITS AND BOND TO. E EQUIPMENT GROUND DI,INT I ILPANELBOARO. XCLUSIVE AND DEDICATED SERV CE [mploycE-mnJ LITETYCOMPANY AND AUTHORITY H n'.L L.,lHAleEr FOR THE NEW IwDADDED r.,HEUO.,. ASPER TEC. LC, _.ml. rt 15. (fi0AJ 643-4100 ,v I re,BkeFc6m GROUND .. TSHALL BE EHARD ABASE - - ACCOMMODATE HE LLH NDARDAPT .TEA HIGHER THAN INCOMING EQUIPMENT ADIOS UTILITY REDREOL .THE HARDWARE SECURING EMOP S A F ..:RU..I_ u:nT THE MICR FROM t4. EQUIPMENT/PROTECTIONS ONS r.US a OF — Ah.sau UR_Tc mCH sFASTENI_. COMPANYAC RATE. 16.APPLY THOMAS 4BET55 KORLTSIIIELD CR APEROVED EDUVALE,PRIOR TO MAKING Mn OHANCAL CONNECTIONS. E 1].SHALL BE NL -eas"D..H_.ERT N.WHERE GALVAN¢NG 6REMOVEO FROM .->r++re�.e� "N a :• 18.ALL TERMINATIONS AK EC UIP MEM LNCLOSTRLS PANELS.FRAMES OF EQUIPMELP,NE',FRE REPOSES I FOR GROUNDING ��OF NEW SEL CR s s LBEPERFORMEDZN,TWO HL n.TED TONGUEMPRLS,JN TYPE VWTH STAINLESS STEEL 0%P�.EL LpY `0 p R G Cdr 414 r uNO Nc (in 114r �: '" * s g 70 ALL amps AN,SUP 0012,EISED TO SUPPORT THE GROUNDING SYS r LIA CONDUCTOR AND PVC CONDUITS SHALL BE PVC E CONDUCTOR TEST AN H DOES y '� �I 1 AND THAT RT n NOT EXCEED 5.8 OHMS.FFCCEDE A COPY OF TESTING REPO',INCI UD,THE METHOD O AND INSTRUMENTS RESISTANCE ,� 2 N 08754 s" 22.COAX CABLE SHALL BE GROUNDED',EWEN`,I FEEL V4-111 N P CI AN I LPN,COAT( LL ADDr BE GROUNDED AT EKE BASE OF t. e KNE IS MORE FROM THE TOWER AN M DW ADDITIONAL GROUND 41 I-INLL FE ADDED 24..BEFORE CABLE ENTERS CABINET 6 dna o 4 IF Ya.ALL��.x Ic tTs.tl_ IR.w COMP tI�P�..NL APAP.ROVED EpUNALENT. 3 "2, 29,VERIFY ET F GROUND NG OONYNUITY BETWEEN THE TOL,R BASE EVE THE NEW YMOEILE CABINET GROUND FAR CONTRACTOR SHALL1 .:1 SOLID OR SERANDED CONDUCTORS ARF PERMITTED ALL LT 1 LIEN,DUCE,.CONDUCTORS MUST BE BARE EQUIPMENT GROW,1 EFDS '� SLLATEG2. TRACT.,f.T..F30 L HLU C.. EARS.n_,.0 ALS055a0 mAL 1 GROUNDING TE DE2525500 m 25.METAL CONDUIT sslca tanmo g CRO55 TOE 00 S 'A D U r LCp.. EOLi IRLA CONTINUOUS UnD LISTED BONDING TCIAE.PSP zNE..,of PROJEC TBLE. 1E TMOBLE. 1 • 2E CONNECTIONS TO THE GROUND DAPS LNOT DE DOUBLED,OR D B To ,Kc CONNECTIONS C.TP - GROUNDBUSSAaEPERMPRED PGG,EBLI s_I E 3SAA798J s v PROJECT INFORMATION. i IS CO U TOAs A,TH SIZED IN TO Bis EQUIPMENT N _ g e.ALUMINUMCGNDU0100GRCOPPER L..Ls _L UCTOR SHALL .r EE USED FOR LIN-NA CONNECTIONS. SARATOGA 2 SARATOGA SPRINGS,NY 12866 SARATOGA COUNTY 2 - PROTECTION GROUNDING CONDUCTORS SHAL I BF AVOIDED WHEN 4E'KENDS CAN BE ADEQUATELY EET Tr. B SUPPORTED.IN ALL CASES.BENDS SHALL BE MADE WITT A MINIMUM BENE RADIUS OF 6 INCH=S. o 9▪ s - AND NON-ELECTRICAL IAL BOXES FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING. GROUNDING NOTES 1 L. IN ACCORDANCE MrH NEC. . ..r SCALA 9 $ 31.GROUND ALL a=EQUIPMENT INCLUDING BUT NOT LIMITED TO COAX,DIPLEXERS,SURGE ARRESTORS.PENS.ANTENNAS.AND ANTENNA MAST PER NEC AND 7 MO26-. SCALE:NONE 000, v. € 45 . C3,313 105 AND PAY FEES RELATED TO ELECTRICAL WORK PERFORMED ON THIS PROJECT.DELIVER C05I55 OF ALL PERMITS TO 48180 g V .l.NW G-1 4 1 = _ ti. .d ®�: �,� c a�a T . .Mobile• a C���'° �O [L ��`, TAE U(FAT BUSBAK) CABEGROUND I aP OF HORD12oNTAL [ NORTHEAST LLC GTRHROUGHDENSECABLE TO E GE OF � - -2(BOND JUMPEwi41 �� TOOFAT STEEL ROEI HORIZONTAL �'/_ FIELD FABRICATED io RENO anR, IIII IIII 4SYLVANWAY PT PARA L[L GT.- caoun0 Roo L r0 TOP OF Il`i\ STRANDED INSULATED "" "" PARSIPPANV,NJ 07054 .,!k PARALLEL OWZ.CO OR HOwZONTAL PIPE TYPE v5(VERTICAL PEI, MOUNTED ON PAR NOR SUPPACfE) TYPE YA-2(COPP[K LUGS) IIA891!!11, 1111H1-1 a oecnora or GH ovsan DOWN AT 45• Taro HOLE-LorvcaMRL CABLE TAP aloes TANTENNA HI, 1,OWER ' � HORIZONTAL CABLES CAL STEEL LENGTH g PIPE TINNED. INCLUDING ` v e ,y 5:'' ' TINNED.SOLIDa, R�aB I L TO aEITranscend ss a 1.111144201.1 USED TO 2' Y i� GROUND BAR CONNECT TO 10 INDUSTRIAL AVE.,SUITE 3 3 OR GROUND TYPE TA C SIP., 4111r0- Tm[ TEE of HORIZONTAL \�f EQUIVALENT SYSTEM MAHWAH,NJ 0]430 Il , CABLE TAP TO TOP RUN AND TAP CABLES THROUGH ILA ��f1 (J OF GROUND ROD THROUGH VERTICIL Tl.PC `1 yy TYPE GTTAAS STEED SURFACE OR pppgLLELTMC CROSS OF HORIZONTAL CONTRACTORTO UTILIZE KOPRSHIELO S T STHROUGH CABLE IDE OF GROUND TO TO THE IDE OF ARLES THROES,LAPPED ANO (THOMAS 6:BETTS,OR EQUIVALENT ON $ THROUGH TO GROUND ROD EITHER HORIZONTAL NOT CUT. LUG CONNECTIONS 0 OR VERTICAL PIPE GROUNDING DETAILS GROUNDING DETAIL T SCALE.NTS O SCALE:NTS R A M A K E R TIN SOLID FROM ANTENNA ♦ ' KoevnR DOWN TOAC GBEECT 1.ALL MOUNTING HaRDWMGROUND I/�ie® LOPPERTBSSBaR ER 5 w C BCd L Was P Y IT AT A END A • - Oo ON 6",1z 16 Er Q < � © zNOLEE CAN BELLONGLBAR S OLr ry (608 643 4100 akerc5m Y GROUND BARS 0/ TINNED G,TYPOLID COPPER-\.�� - w 3 Y-wRz ! ♦ ENTRE ASSEMBLY AVAILABLE FROM ® Fi' .- LUG tt t • NEWTON INSTRUMENT CAT.NO. L ° e NOTE:MNMUM OF .. °24 s A I i WEATHERPROOFNG KIT 2106080010 AS /�/ I°o�° ° (N9THREADS TO BE 144*).e n 2 TG811442OM. ^/ ® °y BLE 1.1. �• IFI DME r E ° a° A o ■ TEP. ■� APPROVED 0 &S FLAT WASHER �i • oNN r. y TYP� L �E OF NEwr _LEGEsrs Nur I '1 P G •1 - OM, SE SPOT WASHER TYP. L R 0A L.o, )-(1)O"P 9 ANTENNA.CABLE N. 0 0 -. TON- I(1ran1;m * GROW],VANE AS L•••p o IVAErvr. 1 ALL E188 STAINLESS STEEL m /i��-r I_al (C I NEEDED 1.00■ c-Lu is EQUIVALENT © .TON H Tr1 n�.,.�s-IA.A GS Z ��., € USB BOR NFY .. PRIOR �]A 087544�T�?�'i• .EN::NSERAION INTO LUG BARREL AND ORM:Pi N., OR Ru Gcao�ND SYSTEM 0 EOuvaL,=NT...o .,NE,,ON INS N1 CO.CAT NO 33121 DR HARDER AND BESS BARS RORTor.,:INC N .LLT Nc.NT:-ONIDEVIION COMPOUND DLIVE1ELN ALL ° '\�",'- I ` 1 GROUNDING DETAIL O GROUNDING DETAIL O GROUNDING DETAIL O •'� $ SCALE 8 $ STEP I: STEP 2: SLOT FOR ADJUSTABLE BAND CLAMP ° mono ISSUED PS FIN, -- - C NARK',D<-E DESCRIPr ON -_- GROUNDING Y<5520 HARDWARED EMBLY PvaecT ln� IswU IOrzOzO m IF4 ,�I`-LEu°un�E u6 GROUND LEAs 1y,•OIn.,MHz. =����=i= 3SAA798J HE El s Ns , TOANTENNA PROJECT, €R STEP 3: STEP a ANTENNA CARL CABLE 55 RAILROAD PLACE 4 BTS CABINET GROUND SARATOGA SPRINGS,NY 12866 I r_ y_ Ell STS SARATOGA COUNTY ,y ELECTRICAL TAPE OVER WEATHERPROOFING MASTIC TAPE o TME ,4 66 MG STRANDED COPPER y PUTTY GROUND WIRE(GROUND TO GROUNDING DETAILS € 9 , GROUND BM WITH STANDARD g GROUNDING KITS) I SCALE:NONE -8 I LAE N GROUNDING DETAIL © GROUNDING DETAIL O mio 48180 a,.& G-2 4 8 3 LEGEND: EXISTING GROUND CABLE T • •Mobile• I' - - PROPOSED GROUND CABLE • MECHANICAL CONNECTION NORTHEAST LLC I. . EXOTHERMIC CONNECTION 4SYLVAN WAV 3333 33 PARSIPIW NJ 07054 N GROUND E SECTOR GROUND EBAR PERNNATO I _Z 8 MANUFACTURERS SPECIFICATIONS Tm. i. AT EACH SECTOR. RDPOBED GROUND LEAD WITH PIPE TVP. Transcend Wireless I SECTOR GROUND BPRPoBED GNDOPOSED 10 INDUSTRIAL AVE.,SUITE 3 € coax caBLE Jam, MAHWAH,NJ 07430 a GROUND BAR hORM -.411 A �� GROUND Paovos ExIST STING SECTOR la a ED EQUIPMENT CAB NET GROUND BAR,ttP PRDPDBEDBA TERVDABNETPER MANUFACTURER'S SPECIE CATIONS • 71:8A0,7.73=41: AKER X 1x o \ loyaoOrvmtl $ SCALE NTS ANTENNA GROUND DETAIL O 0 wxw ramaker.com .•\ GROUND PROPOSED RAU / ERMANRUOTUREns �EFryEw Y >PER MANUFACTURERS ttPx-. // -<,, 4,7.'.** PC6PELa,� 0,5, a^w., "TY, ,+rv Y ''''''',/,', HHH *4. 1 st/x/yr ,'� TY My / GROUND PROPOSED ANTENNA T. PER MANUFACTURERS sIi nI'm z SPECIFICATIONS TVP f i, X � Y / 087544 77. *I ii- 3 ti 4 Y "T�,/" XY'riL < k ^y /-->v:"`x '�''J-„ ,4/04// L Me.e�r..r. ��.�3$ 49 1 �, EXISTING SECTOR GROUND ¢ g b,�I! BAR Tw PER SECTOR 3SAA798J s s 1,,..........%., , fr!! roan 5 \ / O RAILROAD PLACE a . /1 SARATOGA SPRINGS,NY 12866 15 �' / SARATOGA COUNTY �, sxeETTne GROUNDING DETAILS 3 SCALE:NONE PLATFORM GROUNDING PLAN O SECTOR GROUNDING PLAN O 48180 _ SCALE NTS SCALE NTS „ * G-3 V