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HomeMy WebLinkAboutPermit D18-0127 - AT&T MOBILITY - EQUIPMENT UPGRADES AND MAINTENANCEAT&T MOBILITY 3516 S 146 ST EXPIRED 12/03/18 D18-0127 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0040000315 3516 S 146TH ST BLDG Project Name: AT&T MOBILITY DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D18-0127 6/6/2018 12/3/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: ARK VIA NELLE LLC 18107 NORMANDY TER SW , NORMANDY PARK, IL, 98166 DREW PARKER 1351 E IRVING PARK ROAD , ITASCA, IL, 60143 MASTEC NETWORK SOLUTIONS INC (CONST) 806 S DOUGLAS RD 11TH FLOOR, CORAL GABLES, FL, 33134 MASTENS876KN MASTEC NETWORK SOLUTIONS 22263 68 AVE S , KENT, WA, 98032 Phone: (630) 634-4932 Phone: (866) 545-1782 Expiration Date: 5/14/2019 DESCRIPTION OF WORK: AT&T EQUIPMENT UPGRADES AND MAINTENANCE ON EXISTING ROOFTOP CELL SITE. Project Valuation: $15,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $690.95 Occupancy per IBC: U Water District: 125 Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: tiC)A–Vj Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions1attached to this permit. Signature: t— " ` �l� Print Name: f �%/v f"- � �✓�l/ Date: (0/(to ia–dl (t This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 3: Provide an emergency shut down switch for fire department use for the antenna array or a study produced by a qualified Electrical Engineer indicating the distances required to provide for firefighter safety when conducting roof operations on the building. 2: These plans were reviewed by Fire Marshal 51. If you have any questions, please call Tukwila Fire Marshal's Office at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL � 1 CITY OF TUKWI.:A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 004000-0315 3516 South 146th Street Tukwila, WA 98168 Tenant Name: AT&T Mobility PROPERTY OWNER Name: Drew Parker Name: ARK Via Nelle, LLC. City: Itasca State: IL Zip: 60143 Address: 18107 Normandy Terrace SW Email: drew.parker@mastec.com City: Normandy Park State: WA Zip: 98166 CONTACT PERSON — person receiving all project communication Name: Drew Parker Address: 1351 E. Irving Park Road City: Itasca State: IL Zip: 60143 Phone: (630) 634-4932 Fax: (630) 250-1353 Email: drew.parker@mastec.com GENERAL CONTRACTOR INFORMATION Company Name: MasTec Network Solutions Address: 1351 E. Irving Park Road City: Itasca State: IL Zip: 60143 Phone: (630) 634-4932 Fax: (630) 250-1353 Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line 2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Suite Number: Floor: New Tenant: ❑ Yes ARCHITECT OF RECORD Company Name: GPD Group Professional Corp. Engineer Name: Company Name: City: Akron State: OH Zip: 44311 Phone: (330) 572-2100 Fax: (330) 572-2102 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: GPD Group Professional Corp. Engineer Name: Address: 520 South Main Street, Suite 2531 City: Akron State: OH Zip: 44311 Phone: (330) 572-2100 Fax: (330) 572-2102 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095)1 � Name: ,S1 ex- Il e- J or-IC-Sbl`V1\t�>tS Address: -2,2,2,6- Usk44 kve s City: lc ,e" �� State: 6iiP n Z Page 1 of 4 V BUILDING PERMIT INFORMATIOI W6-431-3670 Valuation of Project (contractor's bid price): $ 15,000 Describe the scope of work (please provide detailed information): AT&T equipment upgrades and maintenance on existing rooftop cell site. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ Z.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications1Forms-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor See drawings 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ® None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications1Forms-Applications On Line \2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFO1 ATION — 206-433-0179 Scope of Work (please provide detailed information): See attached CDs. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District 0 ...Tukwila 0 ...Sewer Use Certificate 0 .. Highline ❑...Valley View ❑ .. Renton ❑ ...Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ..▪ .Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) 0 .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage 0 .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line 0 ...Permanent Water Meter Size... 0 ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO # WO # WO # ❑ ...Deduct Water Meter Size Private 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — N Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Drew ?at- ei- Date: 03/13/2018 Print Name: Drew Parker Day Telephone: (630) 634-4932 Mailing Address: 1351 E. Irving Park Road Itasca IL 60143 H:'Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1 I.docx Revised: August 2011 bh City State Zip Page 4 of 4 f DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $428.54 D18-0127 Address: 3516 S 146TH ST BLDG Apn: 0040000315 $428.54 Credit Card Fee $12.48 Credit Card Fee R000.369.908.00.00 0.00 $12.48 DEVELOPMENT $396.46 PERMIT FEE R000.322.100.00.00 0.00 $391.96 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $19.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14669 R000.322.900.04.00 0.00 $19.60 $428.54 Date Paid: Wednesday, June 06, 2018 Paid By: KATHERINE KENNEY Pay Method: CREDIT CARD 087227 Printed: Wednesday, June 06, 2018 2:26 PM 1 of 1 ' SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/06/2018 02:25:25 PM CREDIT CARD SALE VISA CARD NUMBER: **********6137 K TRAN AMOUNT: $428.54 APPROVAL CD: 087227 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic. convergepay. com/V irtualMerchant/transaction. do?dispatchMethod=printTran... 6/6/2018 Cash Register Receipt City of Tukwila i^\ DESCRIPTIONS PermitTRAK ( ACCOUNT QUANTITY �` PAID $262.41 D18-0127 Address: 3516 S 146TH ST BLDG Apn: 0040000315 $262.41 Credit Card Fee $7.64 Credit Card Fee R000.369.908.00.00 0.00 $7.64 DEVELOPMENT $254.77 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14393 ;5 R000.345.830.00.00 0.00 $254.77 $262.41 Date Paid: Wednesday, May 02, 2018 Paid By: CHRISTINE LANDEN Pay Method: CREDIT CARD 056188 Printed: Wednesday, May 02, 2018 7:55 AM 1 of 1 SYSTEMS 11/1/2018 City of Tukwila Department of Community Development DREW PARKER 1351 E IRVING PARK ROAD ITASCA, IL 60143 RE: Permit No. D18-0127 AT&T MOBILITY 3516 S 146 ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/3/2018. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/3/2018, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, -41) Rt Bill Rambo Permit Technician File No: D18-0127 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 •:ivI a sTe c Network Solutions MasTec Network Solutions 1203 114th Avenue SE Bellevue, WA, 98004 (425) 214-9749 AT&T DESIGNATION: ANALYSIS CRITERIA: SITE DATA: Site USID: FA #: Client #: Site Name: Codes: STRUCTURAL ANALYSIS REPORT 25588 10092691 SG19 RIVERTON NORTH GPD GROUP Professional Corporation James Grant 520 South Main Street, Suite 2531 Akron, OH 44311 (206) 204-7398 cscheks@gpdgroup.com GPD# 2018723.04.25588.01 January 19, 2018 TIA-222-G, ASCE7-10, 2015 IBC & 2015 SEBC 110 -mph Ultimate (3 -second gust) with 0" ice 85 -mph Nominal (3 -second gust) with 0" ice Ss = 1.490g & Si = 0.558g 3516 South 146th Street, Tukwila, WA 98168, King County Latitude 47° 28' 22.728" N, Longitude 122° 17' 14.064" W Market: WASHINGTON 40'-10" Rooftop Penthouse w/ FRP Canisters Mr. Daniel Kelly, GPD is pleased to submit this Structural Analysis Report to determine the structural integrity of the aforementioned structure. The purpose of the analysis is to determine the suitability of the structure with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Canister Stress Level with Proposed Equipment: Rooftop Stress Level with Proposed Equipment: 51.8% Adequate Pass Pass We at GPD appreciate the opportunity of providing our continuing professional_seuices to you and MasTec Network Solutions. If you have any questions or need further a$sistance on this -or any other projects please do not hesitate to call. Respectfully submitted, John N. Kabak, S.E. Washington #: 50892 EXP 01 /16 /19 CC 1 cl;.Y 30 2Jt3 ity of Tukwita n I'iil!_s a .V D. 1/19/2018 RECF,IVED CITY OFTUKWILA MAY 02 2018 P .RNd9T CENTER lBOI27 520 South Main Street . Suite 2531. Akron, Ohio 44311 . 330-572-2100. Fax 330-572-2101 . www.GPDGroup.com GPD Group, Professional Corporation 40'-10" Rooftop Penthouse w/ FRP Canisters - Structural Evaluation AT&T USID: 25588 SUMMARY & RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T Mobility to MasTec Network Solutions. This report was commissioned by Mr. Daniel Kelly of MasTec Network Solutions. This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3 - second gust wind speed of 110 mph converted to a nominal 3 -second gust wind speed of 85 mph per section 1609.3.1 as required for use in the TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category B with a maximum topographic factor, Kzt, of 1.000 and Risk Category 11 were used in this analysis. Seismic loads were determined from hand calculations based upon code requirements listed within the "Analysis Criteria" on the cover page of this report. In accordance with the code provisions, wind loading and seismic loading were not applied concurrently. Seismic loads were found to not control. STRUCTURE SUMMARY AND RESULTS Member Capacity Results Canister Support 51.8% Pass Construction Drawings Rooftop 1 Adequate Pass ANALYSIS METHOD RISA (Version 16.0), a commercially available analysis software package, and hand calculations were used to calculate primary member stresses for various dead, live, wind, ice, snow and seismic load cases. Selected calculations from this analysis are included in Appendices B & C. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed without a detailed site visit. DOCUMENTS PROVIDED Document Remarks Source Radio Frequency Data Sheet RFDS Name: STTLWASG19, updated 11/1/2017 MasTec Construction Drawings Not Provided N/A Original Structural Design Not Provided N/A Original Foundation Design Not Provided N/A Geotechnical Report Not Provided N/A Canister Design TRK Project #: 0378-090, dated 10/17/2003 Seattle DPD Previous Structural Analysis TRK Project #: 0378-090, dated 10/2/2003 AT&T Previous Construction Drawings Glotel Project #: J4968 Rev. 2, dated 10/28/2016 AT&T 1/19/2018 Page 2 of 4 40'-10" Rooftop Penthouse w/ FRP Canisters - Structural Evaluation AT&T USID: 25588 ASSUMPTIONS This structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the structure. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The structure member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. • 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 5. Loading interpreted from photos is accurate to ±5' AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 6. Canister connection details are assumed to be accurate as supplied in the design documents by TRK (Project #: 0378-090, dated 10/17/2003 & 10/2/2003). 7. Seattle DPDs microfilm library did not have records pertaining to the original design or construction of the building. Material grades have been assumed based on conservative estimates and prior experience. 8. All existing and proposed loading was obtained from the provided RFDS (Name: STTLWASG19, updated 11/1/2017) and is assumed to be accurate. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the structure. 1/19/2018 Page 3 of 4 40'-10" Rooftop Penthouse w/ FRP Canisters - Structural Evaluation AT&T USID: 25588 DISCLAIMER OF WARRANTIES GPD has not performed a site visit to the structure to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the structure elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the structure or foundation. This report does not replace a full structure inspection. The structure and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Structural Analysis are limited to a computer analysis of the structure and theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing structural standards and code. Wind forces resulting in structure vibrations near the structure's resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time -domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub -component and connection of an existing structure. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed structure. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable structure manufacturer. Typical telecommunication structures are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the structure with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a structure collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the structure. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this structure. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. 1/19/2018 Page 4 of 4 40'-10" Rooftop Penthouse w/ FRP Canisters - Structural Evaluation AT&T USID: 25588 APPENDIX A Structure Analysis Summary Form 1/19/2018 'H 8 Date 10/17/2003 10/2/2003 10/28/2016 ice with similar analyses. The information contained in this summary report is not to be used independently from the PE stamped tower analysis. Design Parameters Design Code Used TIA-222•G, ASCE7.l0 2015 IBC 8 2015 SEBC Location of Tower (County, State) King, WA Nominal Wind Speed (mph) 85 (3 -second gust) _ 0 Ice Thickness (in) Risk Category (I, II, III) 11 Exposure Category (B, C, D) B Topographic Category (1 to 5) 1 Analysis Results (% Maximum Usatte Existing/Reserved + Future + Proposed Condition Canister Support (%) 51.8% Rooftop (%) Adequate Building Adequate? Yes Antenna Mount Transmission Line Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Int./Ext. 3 Panel Kathrein 742-264 80/240/330 5 Unknown FRP Canisters 3 Panel Kathrein 80010764 80/240/330 Within FRP Canisters 3 RRH Alcatel Lucent RRH4x25-WCS-4R Wall Mounted 3 TMA Andrew E15Z01P39 Wall Mounted 6 TMA Powerwave LGP 21401 Wall Mounted 3 RRH Alcatel Lucent RRH2x60.850 Wall Mounted 3 RRH Alcatel Lucent B25 RRH4X30.4R Wall Mounted 3 RRH Alcatel Lucent RRH2x40W-07L Wall Mounted nor to the Installation of the proposed loading configuration in order for the results of this an lysis to be valid. Antenna Mount Transmission Line Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment Int./Ext. 3 Panel Kathrein 80010798 80/240/330 Within FRP Canisters 3 RRH Alcatel Lucent RRH4x25-WCS-4R Wall Mounted evations. Antenna Mount Transmission Line Quantity Type Manufacturer Model Azimuth Quantity Manufacturer Type Quantity Model Size Attachment ' Int./Ext. 40'-10" Rooftop Penthouse w/ FRP Canisters - Structural Evaluation AT&T USID: 25588 APPENDIX B Canister Analysis 1/19/2018 8ding Code Specifications IBC Edition: 2015 TIA/EIA Code: G Nominal Wind Speed (No Ice). 85 mph (3-s gust) Nominal Wind Speed (With Ice) = 30 mph (3-s gust) Ice Thickness 0 in Exposure Category B Topographic Inputs Topographic Feature: N/A •AII forces are unfactored. Appurtenances Section Sets Shielding No Ice Ice Output No Ice Ice Output Length (in) Side (Longest seeing wind) (in) Other Side (in) Calculated Dc, for ice weight (in) Dc, for ice weight (in) Area Type (Round or Flat) K User's Wind Multiplier Normal Wind Force (Ib/ft)• Normal Ice Wind Force (Ib/ft)• Ice Weight (Ib/ft)" 144 4.5 4.5 Flat 4.50 Round 1.00 1.00 8.57 0.00 0.00 •AII forces are unfactored. Appurtenances Shielding No Ice Ice Output Hei Height (in)Front g Width (in)Side Depth in p ( ) Wt (lbs)Type yp for Area Front Shielding (%) Side Shielding (%) K, and/or block shielding Normal Wind Force (lbs)* Wt (lbs) (no ice)* Normal Wind Force (lbs) (w/ ice)* Wt (lbs) (only ice)* 78.5 14.8 6.7 81.4 Flat 100% 100% 1.00 0.00 81.40 0.00 0.00 'AN forces are unfanored. 2 x GPD Lester, Connor 2018723.04.25588.01 25588 (SG19) RIVERTON NORTH Rendering SK - 1 Jan 18, 2018 at 4:12 PM Canister.Loaded.r3d 0 GPD Lester, Connor 2018723.04.25588.01 25588 (SG19) RIVERTON NORTH Section Sets SK -2 Jan 18, 2018 at 4:16 PM Canister.Loaded.r3d z x Loads: LC 8, 1.2 Dead + 1.6 Wind © 135` - No Ice GPD Lester, Connor 2018723.04.25588.01 25588 (SG19) RIVERTON NORTH Governing Load Combination SK -3 Jan 18, 2018 at 4:18 PM Canister.Loaded.r3d Member Code Checks Displayed (Enveloped) Results for LC 1, 1.4 Dead Cock E`03.1 0 75- GO uo- 75 GPD Lester, Connor 2018723.04.25588.01 25588 (SG19) RIVERTON NORTH Member Capacities SK -4 Jan 18, 2018 at 4:19 PM Canister.Loaded.r3d Company : GPD Designer IIIRISA JModeluName : 25588 (SG19) RIVERTON NORTH Jan 18, 2018 4:17 PM Checked By: Hot Rolled Steel Properties Label Therm (\1 E5 F) Densitvfk/ft^3j Yield(ksil Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Hot Rolled Steel Section Sets Label Shape Type Design List 1 12' Mount Pipe P4 STD. Column Joint Boundary Conditions Pipe Material Design ... A [in2] Ivy [in41,Izz [in4] J [in4] 7.233 17.233 A53 Gr.B Typical 3.174 14.465 X Rnt f k-ft/rad] 7 Rot tie -ft/ radl 1 N1 Reaction Reaction Reaction Reaction Reactiony Reaction 2 N30 Reaction Reaction Reaction N5 N2 Member Primary Data Label I Join 1 M1 N5 N1 12' Mount Pipe colu... Pipe A53 G.. Typical 2 M2 N5 N2 RIGID None None RIGID Typical 3 M3 N5 N3 RIGID None None RIGID Typical 4 M4 N5 N4 RIGID None None RIGID Typical 5 M5 N5 N6 RIGID None None RIGID Typical 6 M6 N10 N7 RIGID None None RIGID Typical 7 M7 N10 N8 RIGID None None RIGID Typical 8 M8 N10 N9 RIGID None None RIGID Typical 9 M9 N10 N11 RIGID None None RIGID Typical 10 M10 N16 N17 RIGID None None RIGID Typical 11 M11 N17 N18 RIGID None None RIGID Typical 12 M12 N18 N19 RIGID None None RIGID Typical 13 M13 N19 N16 RIGID None None RIGID Typical 14 M14 N15 N12 RIGID None None RIGID Typical 15 M15 N12 N13 RIGID None None RIGID Typical 16 M16 N13 N14 RIGID None None RIGID Typical 17 M17 N14 N15 RIGID None None RIGID Typical 18 M18 N16 N28 RIGID None None RIGID Typical 19 M19 N17 N25 RIGID None None RIGID Typical 20 M20 N18 N26 RIGID None None RIGID Typical 21 M21 N19 N27 RIGID None None RIGID Typical 22 M22 N23 N20 RIGID None None RIGID Typical 23 M23 N23 N21 RIGID None None RIGID Typical 24 M24 N23 N22 RIGID None None RIGID Typical 25 M25 N23 N24 RIGID None None RIGID Typical 26 M26 N28 N25 RIGID None None RIGID Typical 27 M27 N25 N26 RIGID None None RIGID Typical 28 M28 N26 N27 RIGID None None RIGID Typical 29 M29 N27 N28 RIGID None None RIGID Typical 30 M30 N29 N30 RIGID None None RIGID Typical RISA -3D Version 16.0.0 [C:\...\...\...\...\...\Rev. 0\RISA\Canister.Loaded.r3d] Page 1 Company : GPD : 2018723.04.2588.01 Designer er : 25588 (SG19) RIVERTON NORTH Jan 18, 2018 4:17 PM Checked By: Basic Load Cases BLC DescriDti 1 Dead DL Y -1 1 1.4 2 12 0 12 2 No Ice Wind 0 deg None 8 0 0 -902.986 1 8 5 3 No Ice Wind 45 deo None 2 1.2 Dead + 1.6 Wind @ 0° - N... Yes Y 16 2 8 2 4 No Ice Wind 90 deg None 0 31.913 0 0 0 1 8 0 5 No Ice Wind 135 deg None min -1504.914 2 3 0.9 Dead + 1.6 Wind @ 0° - N... 2 8 0 6 No Ice Wind 180 deg None 1.6 0 5 0 max 1 8 0 7 No Ice Wind 225 deg None 0 2 8 1.2 Dead + 1.6 Wind @ 45° - ... 8 No Ice Wind 270 deg None 1 1.2 3 1.6 0 1 8 9 No Ice Wind 315 deg None 0 0 2 8 10 BLC 2 Transient Area L... None Yes Y 1 .9 24 1.6 0 11 BLC 3 Transient Area L.. None 0 0 0 56 0 12 BLC 4 Transient Area L.. None 6 1.2 Dead + 1.6 Wind @ 90° - ... Yes Y 24 1 1.2 13 BLC 5 Transient Area L.. None 0 0 56 0 14 BLC 6 Transient Area L.. None 7 24 Yes Y 15 BLC 7 Transient Area L.. None 4 1.6 0 0 56 0 16 BLC 8 Transient Area L.. None 0 24 8 17 BLC 9 Transient Area L.. None 1 1.2 5 1.6 56 0 Load Combinations D 1 1.4 Dead Yes Y 16 1 1.4 0 12 0 12 0 9 0 8 0 0 -902.986 0 216.627 5 -625.55 8 -5660.997 2 1.2 Dead + 1.6 Wind @ 0° - N... Yes Y 16 1 1.2 2 1.6 0 .012 0 31.913 0 0 0 0 0 0 0 4 min -1504.914 2 3 0.9 Dead + 1.6 Wind @ 0° - N... Yes Y 0 1 .9 2 1.6 0 5 0 max 0 10 0 1 0 14 0 4 1.2 Dead + 1.6 Wind @ 45° - ... Yes Y 2 1 1.2 3 1.6 0 0 0 0 0 0 5 0.9 Dead + 1.6 Wind @ 45° - ... Yes Y 1 .9 3 1.6 0 0 0 0 0 0 6 1.2 Dead + 1.6 Wind @ 90° - ... Yes Y 1 1.2 4 1.6 0 0 0 0 0 0 7 0.9 Dead + 1.6 Wind @ 90° - ... Yes Y 1 .9 4 1.6 0 0 0 0 0 0 8 1.2 Dead + 1.6 Wind @ 135° - .. Yes Y 1 1.2 5 1.6 0 0 0 0 0 0 9 0.9 Dead + 1.6 Wind @ 135° - ... Yes Y 1 .9 5 1.6 0 0 0 0 0 0 10 1.2 Dead + 1.6 Wind @ 180° - ... Yes Y 1 1.2 6 1.6 0 0 0 0 0 0 11 0.9 Dead + 1.6 Wind @ 180° - .. Yes Y 1 .9 6 1.6 0 0 0 0 0 0 12 1.2 Dead + 1.6 Wind @ 225° - ... Yes Y 1 1.2 7 1.6 0 0 0 0 0 0 13 0.9 Dead + 1.6 Wind @ 225° - ... Yes Y 1 .9 7 1.6 0 0 0 0 0 0 14 1.2 Dead + 1.6 Wind @ 270° - ... Yes Y 1 1.2 8 1.6 0 0 0 0 0 0 15 0.9 Dead + 1.6 Wind @ 270° - .. Yes Y 1 .9 8 1.6 0 0 0 0 0 0 16 1.2 Dead + 1.6 Wind @ 315° - .. Yes Y 1 1.2 9 1.6 0 0 0 0 0 0 17 0.9 Dead+1.6Wind@315°-.. Yes Y 1 .9 9 1.6 0 0 0 0 0 0 Envelope Joint Reactions Y Fi bl 1 N1max 902.672 16 336.992 1 625.548 12 5660.986 12 124.796 9 137t616 8 2 min -902.986 8 216.627 5 -625.55 8 -5660.997 8 -124.807 13 -1371.145 16 3 N30 max 1505.226 10 .012 2 31.913 8 0 1 0 1 0 1 4 min -1504.914 2 -.012 10 -31.912 12 0 1 0 1 0 1 5 Totals: max 613.572 10 336.992 1 613.713 14 6 min -613.572 2 216.635 9 -613.713 6 Envelope AISC 14th(360-10): LRFD Steel Code Checks Mem... Shape 1 M1 P4 STD. Code Check Loc[in LC Shear ... Loc[in] Dir LCphi... phi... hi*Mn y -y... hi*Mn z...CbEon 177 18 .049 123.531 12 49... 99... 11317.631 11317.631 .518 2... H... RISA -3D Version 16.0.0 [C:\...\...\...\...\...\Rev. 0\RISA\Canister.Loaded.r3d] Page 2 40'-10" Rooftop Penthouse w/ FRP Canisters - Structural Evaluation AT&T USID: 25588 APPENDIX C Rooftop Analysis 1/19/2018 Project: 25588 (SG19) RIVERTON NORTH Proj. No.: 2018723.04.25588.01 Designer: OL Date: 1/18/18 Sheet: of General Information: Wind Speed (Ultimate): 110 MPH Wind Speed (Nominal): 85 MPH Risk Category: II Exposure: B Kd: 0.85 Kzt: 1.0 Enclosure: Enclosed GCpI: 0.18 GCpI: -0.18 Zg: 1200 ft a: 7.0 Kz: 0.75 qh: 19.9 psf Building Geometry: Ridge Height: 40.83 ft Eave Height: 36.83 ft Roof Type: Monoslope Width: 145 ft Length: 283 ft Roof Slope: <50 Mean h: 38.83 ft a: 14.5 ft 2a: 29 ft Pr ph wall pressure from Table 27.6-1 to height h • Additional load on MWFRS from all parapets and parapet surlitces mean roof ht. Pr ' 2.25 times the pressure determined from Table 27.6-1 for a height measured to the lop of the parapet Ord Parapet: z z, I a I Kz I qz I Pp Parapet: 20 ft 1200 ft 7.0 0.62 16.4 psf 37.0 psf fr Project Title: 25588 (SG19) RIVERTON NORTH Engineer: GPD Group Project ID: Project Descr: 2018723.04.25588.01 Printed: 18 JAN 2018, 3:38PM Wood Shear Wall Lic. # : KW -06004426 Description : Parapet Wall General Information Total Wall Length Number of Storys Story #1 Height Sheathing File = C:1Users\clester\Desktop\MASTEC-2.041012018-11REV-1.01EnerCalc\W00DFR-1.EC6 ENERCALC, INC. 1983-2017, Build:6.17,4.30, Ver:6.17.4.30 Licensee : GPD ASSOCIATES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 3.0ft Framing & Chord Material : 1 Wood Species : Douglas Fir - Larch 5.0ft Wood Grade : No.2 Fc - PrII = 600 psi Fc - Perp = 625 psi Specific Gravity = SDC : Seismic Design Category : Ft - Tension E 0.50 C 425 psi 1300 ksi Main Sheathing SDPWS 2015 Construction Table : 4.3A Wood Structural Panels, Sheathing, 3/8" Thk, 1-1/4" Min Pen, 6d Fstnrs Nominal Seismic Shear Capacities (plf) : 6" Spac. 400 3" Spac. 780 4" Spac. 600 2" Spac. 1020 Nominal Wind Shear Capacities (plf) : 6" Spac. 560 3" Spac. 1090 4" Spac. 840 2" Spac. 1430 Chord Data Chord Member Size for each level : Level 1 Chord Size : 2x4 Chord Cf: Opening ID Dist to Opening Dist to Left Edge Width Bottom See Chord Summary Tables for number of Chords required at each panel end. Comp: 1.0 Tens: 1.0 Max. Allow Stress Ratio : 1.0 : 1 Chord Area = 5.250 inA2 Opening Height ft ft ft ft ft ft ft ft ft ft ft Story 1 ---» All chords treated as fully braced about both axes C1 P1 C2 Project Title: 25588 (SG19) RIVERTON NORTH Engineer: GPD Group Project ID: Project Descr: 2018723.04.25588.01 Printed: 18 JAN 2018, 3:38PM Wood Shear Wall Lic. # : KW -06004426 Description : Parapet Wall Applied Concentrated Lateral Loads Load "Y" Location (ft) File = C:1Users\clester\Desktop\MASTEC-2.041012018-11REV-1,01EnerCalcIW0ODFR-1.EC6 ENERCALC, INC. 1983-2017, Build:6.17.4.30, Ver:6.17.4.30 Licensee : GPD ASSOCIATES Load Magnitude (kips) Dead Roof Live Live Snow Wind Seismic 5.0 Shear Panel Summary 0.0 0.0 0.0 0.0 0.9410 0.0 Panel Level Max Shear # Sides Shear Summary & Attachment ID # (kips) Load Comb Used Actual (plf) Allow Status Attachment Height/Width Ratio Actual Allow Notes P1 1 0.001 +1.20D+0.50Lr+0.50L+W 1 313.7 448.0 OK Use 6" at panel edges, 12" in field 1.67 3.50 Ratio OK Chord Summary Dist from CHORD DESIGN SUMMARY Chord Level Left Force # Req"d Member Stress ID # (ft) (kips) Load Comb @ Location Size Ratio Governs Status Cl 1 0.00 1.6 +1.20D+0.50Lr+0.50L+W 1 2x4 0.23 Comp OK Comp Values : Max. Down : 1.6 k Load Comb :+1.20D+0.50Lr+0.50L+W Max fc = 299 psi Allow F'c = 1,296 psi Tens Values : Max. Uplift : 1.6 k Load Comb : +1.20D+0.50Lr+0.50L+W Max ft = 299 psi Allow F't = 918 psi User-specified anchorage device : C2 1 3.00 1.6 +1.20D+0.50Lr+0.50L+W 1 2x4 0.23 Comp OK Comp Values : Max. Down : 1.6 k Load Comb :+1.20D+0.50Lr+0.50L+W Max fc = 299 psi Allow F'c = 1,296 psi Tens Values : Max. Uplift : 1.6 k Load Comb :+1.20D+0.50Lr+0.50L+W Max ft = 299 psi Allow F't = 918 psi User-specified anchorage device : Chord Naming Information : C : Item is a Chord L : Followed by level number # : Followed by chord number from left to right WL : Indicates Chord is on left edge of wall WR : Indicates Chord is on right edge of wall Project Title: 25588 (SG19) RIVERTON NORTH Engineer: GPD Group Project ID: Project Descr: 2018723.04.25588.01 Printed: 19 JAN 2018, 7:13PM Wood Beam Lic. # : KW -06004426 Description : Roof Joist CODE REFERENCES File = C:1UserslclesterlDesktop\MASTED-2.041012018-11REV-1.01EnerCalc\W00DFR-1.EC6 ENERCALC, INC. 1983-2017, Build:6.17.4.30, Ver:6.17.4.30 Licensee : GPD ASSOCIATES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Load Resistance Factor D Load Combination IBC 2015 Wood Species Wood Grade Beam Bracing : Douglas Fir - Larch Fb - Tension Fb - Compr Fc - Prll Fc - Perp : No.2 Fv Ft : Beam is Fully Braced against lateral -torsional buckling D(0.241) D(0.019995) L(0.02666) S(0.019995) i 875.0 psi 875.0 psi 600.0 psi 625.0 psi 170.0 psi 425.0 psi Density E : Modulus of Elasticity Ebend- xx 1,300.0 ksi Eminbend - xx 470.0ksi 31.20 pcf Applied Loads 2x10 Span = 16.0 ft Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0150, L = 0.020, S = 0.0150 ksf, Tributary Width = 1.333 ft, (Design Loads) Point Load : D = 0.2410 k @ 1.0 ft, (Point Load) Moment : W = 0.7280 k -ft, Location = 1.0 ft from left end of this span, (Wind Force) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.916: 1 2x10 1,522.98psi 1,663.20 psi +1.20 D+1.60 L+0.50 S+1.60 H 7.766ft = Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.307 in Ratio = 0.000 in Ratio = 0.792 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # Max Stress Ratios M V X. IFN Ci Cr 624 >=360 0 <360 242 >=180 0 <180 esgnOK" = 0.314: 1 2x10 92.13 psi = 293.76 psi +1.20 D+1.60 L+0.50 S+1.60 H = 0.000 ft Span # 1 Moment Values Cm C t CL Mu fb Fb Shear Values Vu fv Fv +1.40D+1.60H Length = 16.0 ft 1 0.542 0.270 +1.20D+0.50Lr+1.60L+1.60H Length = 16.0 ft 1 0.808 0.287 +1.20D+1.60L+0.50S+1.60H Length = 16.0 ft 1 0.916 0.314 +1.20D+1.60Lr+0.50L+1.60H Length = 16.0 ft 1 0.492 0.209 +1.20D+1.60Lr+0.50W+1.60H 0.60 1.100 1.100 0.80 1.100 1.100 0.80 1.100 1.100 0.80 1.100 1.100 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.21 676.59 2.40 1,343.66 2.71 1,522.98 1.46 818.14 0.00 1247.40 0.00 1663.20 0.00 1663.20 0.00 1663.20 0.00 0.00 0.00 0.00 0.55 59.40 220.32 0.00 0.00 0.00 0.78 84.31 293.76 0.00 0.00 0.00 0.85 92.13 293.76 0.00 0.00 0.00 0.57 61.35 293.76 0.00 0.00 0.00 Project Title: 25588 (SG19) RIVERTON NORTH Engineer: GPD Group Project ID: Project Descr: 2018723.04.25588.01 Printed: 19 JAN 2018, 7:13PM Wood Beam Lic. # : KW -06004426 Description : Load Combination Roof Joist Max Stress Ratios File = C:1Users\clester\Desktop\MASTEC-2.041012018-11REV-1.01EnerCalc1W00DFR-1.EC6 ENERCALC, INC. 1983-2017, Build:6.17.4.30, Ver:6.17.4.30 Licensee : GPD ASSOCIATES Moment Values Shear Values Segment Length Span # M V X C FN Ci Cr Cm C t CL Mu fb Fb Vu fv Fv Length = 16.0 ft 1 0.418 0.165 0.80 1.100 1.00 1.00 1.00 1.00 1.00 1.24 695.65 1663.20 0.45 48.46 293.76 +1.20D+0.50L+1.605+1.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =16.0 ft 1 0.837 0.294 0.80 1.100 1.00 1.00 1.00 1.00 1.00 2.48 1,391.48 1663.20 0.80 86.40 293.76 +1.20D+1.60S+0.50W+1.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.758 0.250 0.80 1.100 1.00 1.00 1.00 1.00 1.00 2.25 1,260.87 1663.20 0.68 73.50 293.76 +1.20D+0.50Lr+0.50L+W+1.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.504 0.154 1.00 1.100 1.00 1.00 1.00 1.00 1.00 1.87 1,047.81 2079.00 0.52 56.43 367.20 +1.20D+0.50L+0.50S+W+1.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.588 0.175 1.00 1.100 1.00 1.00 1.00 1.00 1.00 2.18 1,221.84 2079.00 0.59 64.26 367.20 +1.20D+0.50L+0.70S+E+1.60H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.514 0.197 1.00 1.100 1.00 1.00 1.00 1.00 1.00 1.91 1,068.84 2079.00 0.67 72.31 367.20 +0.90D+W+0.90H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.329 0.091 1.00 1.100 1.00 1.00 1.00 1.00 1.00 1.22 683.92 2079.00 0.31 33.27 367.20 +0.90D+E+0.90H 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 16.0 ft 1 0.209 0.104 1.00 1.100 1.00 1.00 1.00 1.00 1.00 0.78 434.95 2079.00 0.35 38.19 367.20 Overall Maximum Deflections Load Combination Span Max. "" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.750L+0.750S+0.450W+H 1 0.7917 7.883 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum Overall MINimum +D+H +D+L+H +D+Lr+H +D+S+H +D+0.750Lr+0.750L+H +D+0.750L+0.750S+H +D+0.60W+H +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H +D+0.750L+0.750S+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only Lr Only L Only S Only W Only E Only H Only 0.690 -0.046 0.410 0.623 0.410 0.570 0.570 0.690 0.383 0.410 0.549 0.669 0.690 0.219 0.246 0.410 0.213 0.160 -0.046 0.499 0.046 0.199 0.412 0.199 0.359 0.359 0.479 0.226 0.199 0.380 0.499 0.479 0.147 0.119 0.199 0.213 0.160 0.046 ROOFTOP SEISMIC DEMANDS ON NONSTRUCTRUAL COMPONENTS 25588 (SG19) RIVERTON NORTH ®®e 2018723.04.25588.01 Seismic Force Calculations Per 13.5 1 Wp= 0.34 kips (Governing RISA 3D Reactions) S, 1.490 MS Design Maps (2012 IBC) S1= 0.558 USGS Design Maps (2012 IBC) Sds= 0.99 ASCE 7-10, Section 11,4.4 Ip= 1.00 ASCE 7-10, Section 13.1.3 z= 40.83 ft (Height in structure at point of connection) h= 45.00 ft (Average roof height of structure) Z = h— 0.91 ASCE7-10, Section 13,3-1 Architectural Component Limited deformability elements and attachments ASCE 7-10, Table 13.5-1. Rp 2.50 ASCE 7-10, Table 13.5-1 Bp= 1.00 ASCE 7-10, Table 13.5.1 Seismic Force (Fp)= 0.15 kips - Per ASCE7-10, Section 13.3-1 Fp Check= OK ASCE7-10, Section 13.3-1 E„ = 0.07 kips Wind / Seismic Load Comparison Wind Controls Wind Base Shear & Uplift Uplift 1.1 kips Shear 0.7 kips Know what's below Call before you dig. l t.~QUi1 :.7 . M•ecr r<ic ai 1Yj Electrical Plumbing t� Gas Piping City of Tuktiv;Ia BUILDING O UISIOL'J BUILDING CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES: 2015 INTERNATIONAL BUILDING CODE 2014 NATIONAL ELECTRIC CODE TIA-222—G OR LATEST EDITION PROJECT INFORMATION AT&T PROJECT DFSCRIPTION; REMOVE: — (3) EXISTING PANEL ANTENNAS FROM POSITION 4 (1 PER SECTOR) —(3) EXISTING TMAS FROM POSITION 1 (1 PER SECTOR) RELOCATE: — (3) EXISTING PANEL ANTENNAS FROM POSITION 1 TO POSITION 4 (1 PER SECTOR) — (3) EXISTING RRHS FROM POSITION 4 TO POSITION 1 FOR EXISTING L7 (1 PER SECTOR) INSTALL: — (3) PROPOSED PANEL ANTENNAS IN POSITION 1 (1 PER SECTOR) — (3) PROPOSED RRHS IN POSITION 1 FOR WCS (1 PER SECTOR) — (3) 4C BCEM CARD — (3) CORDEX RECTIFIERS TO POWER PLANT PACE #: MRWOR029444/MRWOR029334 PTN #: 3801A0DB79 APPLICANT: AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND. WA 98052 CODE INFORMATION; PARCEL ID: 004000-0315 ZONING CLASSIFICATION: HDR JURISDICTION: CITY OF TUKWILA BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE .SITE LOCATION (BASED ON NAD 83): LATITUDE: 47' 28' 22.61" N (47.47294T) LONGITUDE: 12T 17' 13.77" W (-122.287158') TOP OF STRUCTURE AGL: ±51.8'-0" BASE OF STRUCTURE ASML: ±345.9' GENERAL INFORMATION: 1. TRAFFIC IS UNAFFECTED. J FGAI DESCRIPTION; ADAMS HOME TRS PLAT BLOCK 2 PLAT LOT 30 J2FDS RFDS V 2.00 11/01/2017 pROPFRTY OWNER: ARK VIA NELLE, LLC. 18107 NORMANDY TERRACE SW NORMANDY PARK, WA 98166 SITE ACQUISITION' MASTEC DAN KELLY 22263 68th AVE S, KENT. WA 98032 EMAIL: Daniel.KellyOmastec.com OFFICE: (425)214-9749 CONSTRUCTION MANAGER; MASTEC 1203 114TH AVE SE BELLEVUE. WA 98004 CONTACT: TBD PERMITTING: L C"'''Ift 1 0 c!ii RQ��TCT MANAGER: �'U�� 11II11 Pian review E pre'/a 13 Ei`i v t to errors cnJ omissions. Approval of ccn tr u;;ticn documento cots not authorize the violation of any adopted code cr ordinance. Receipt of approved Field Copy and conditions is acknowlodgod: By: teit,---L^Az dal/UW.6/4*, Date: rd u'a' CT INFORMATION ENGINEER: CONTACT: PHONE: GPD GROUP PROFESSIONAL CORPORATION 400 NOR1r 114/ b T�ljwrlrw AKRON, O 1 (j� �{IVt/C( JABITDING DIVISION (206) 204-7398 at&t mobility RIVERTON NORTH SG19 10092691 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LOCAL MAP } w AR: O 1S4' 9 Sa%brw/r7nf a 3 ClemMtay �,:. Bww.d:�t South Stat'an AP^1r,t HGrtIWS NO SCALE DRIVING DIRECTIONS START FROM SEATTLE—TACOMA INTERNATIONAL AIRPORT: HEAD SOUTHEAST ON AIRPORT EXPRESSWAY TOWARD DEPARTURES DR (56 FT). USE THE LEFT LANE TO KEEP LEFT (0.1 MI). KEEP LEFT(0.5 MI). CONTINUE ON AIRPORT EXPRESSWAY. DRIVE FROM WA -518 E AND 51ST AVE S TO TUKWILA (3.0 MI). SLIGHT LEFT ONTO AIRPORT EXPRESSWAY(0.8 MI). KEEP RIGHT AT THE FORK. FOLLOW SIGNS FOR WA -518 E/INTERSTATE 5/INTERSTATE 405 AND MERGE ONTO WA -518 E (1.3 MI). TAKE THE 51ST AVENUE 5 EXIT TOWARD SOUTHCENTER PKWY (0.2 MI). TURN LEFT ONTO 51ST AVE 5 (0.7 MI). TAKE 5 144TH ST TO 42ND AVE S (0.5 MI). TURN LEFT TOWARD S 144TH ST (302 FT). TURN LEFT ONTO 5 144TH ST (0.5 MI). TURN LEFT ONTO 42ND AVE 5 (0.1 MI). TURN RIGHT AT THE 1ST CROSS STREET ONTO 5 146TH ST. DESTINATION WILL BE ON THE RIGHT (0.3 MI). ARRIVED AT 3516 S 146TH ST. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. Rf s11^1.MS No changes E,hlii hl rr;idsr to the scn0P of work withal t pr'c.r app -oval ct Tuk,.,tia Blinding C`vision NOTE: Revisions Vliii rcquirf: p to n.,.,, '"n subrryttli may ini. and 4u e CidA none! Wren rt'tinw Ire; ci r _--- CODE CC: ,LIJLIANCE MAY 302010 � v City of Tukwila BU1LDMG DIVISION RECEIVED MAY 0 3 2018 TUKWILA PUBLIC WORKS DRAWING INDEX SHEET NO: SHEET TITLE T-1 TITLE SHEET GN -1 LEGENDS, ABBREVIATIONS & CONSTRUCTION INSPECTIONS GN -2 GENERAL NOTES C-1 OVERALL SITE PLAN C-2 COMPOUND PLAN & EQUIPMENT LAYOUT C-3 TOWER ELEVATION & NOTES RF -1 EXISTING ANTENNA CONFIGURATION RF -1.2 PROPOSED ANTENNA CONFIGURATION RF -2 ANTENNA & RRH DETAILS RF -3 SIGNAGE DETAILS E-1 GROUNDING DETAILS E-2 ELECTRICAL NOTES PROJECT MANAGER: N I 9 0 i CONSTR. MANAGER: APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: LANDLORD: 04/25/18 REVISED PER CUENT COMMENTS RF MANAGER: 4/5/18 ISSUED FOR CONSTRUCTION SITE ACQUISITION: _._201,91444,427 RECE:V E1) RECEIVED OPPS MANAGER: ZONING AGENT: coinv J� ' f,1 Mi iLA CONSTR. MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR. MANAGER: P1 l/ MAY 02 2018 TRANSPORT: EQUIP. ENGINEER: COMPLIANCE: �/� 1ji}!T CENTER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER. OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME at&t mobility -IasTec Network Solutions GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 PROJECT NO: 2018723.04.25588.01 DRAWN BY: AGL CHECKED BY: JG PIKES 04/16/2020 1 R 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LTE— ROOFTOP SHEET TITLE TITLE SHEET 1 SHEET NUMBER T-1 1 1 04/25/18 REVISED PER CUENT COMMENTS 0 4/5/18 ISSUED FOR CONSTRUCTION 5 A _._201,91444,427 REVIEW PIKES 04/16/2020 1 R 6 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LTE— ROOFTOP SHEET TITLE TITLE SHEET 1 SHEET NUMBER T-1 EXOTHERMIC CONNECTION MECHANICAL CONNECTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING BAR 0:^s= GROUND ROD III TEST GROUND ROD WITH INSPECTION SLEEVE 111II� ---T�I I '' SINGLE POLE SWITCH DUPLEX RECEPTACLE di) DUPLEX GFCI RECEPTACLE FLUORESCENT LIGHTING FIXTURE i I (2) TWO LAMPS 48-T8 L SMOKE DETECTION (DC) I� • ■ 9 0 •❑ -T � Lf/ 1 F I , Ji SO AB ANCHOR BOLT INT INTERIOR ABV ABOVE LB(S) POUND(S) AC ALTERNATING CURRENT LF LINEAR FEET ADDL ADDITIONAL MAS MASONRY AFF ABOVE FINISHED FLOOR MAX MAXIMUM AFG ABOVE FINISHED GRADE MB MACHINE BOLT AIC AMPERAGE INTERRUPTION CAPACITY MECH MECHANICAL ALUM ALUMINUM MFR MANUFACTURER ALT ALTERNATE MGB MASTER GROUND BAR ANT ANTENNA MIN MINIMUM APPROX APPROXIMATE MISC MISCELLANEOUS ARCH ARCHITECTURAL MTL METAL ATS AUTOMATIC TRANSFER SWITCH MTS MANUAL TRANSFER SWITCH AWG AMERICAN WIRE GAUGE MW MICROWAVE BATT BATTERY (N) NEW BLDG BUILDING NEC NATIONAL ELECTRIC CODE BLK BLOCK N0.(4) NUMBER BLKG BLOCKING NTS NOT TO SCALE BM BEAM OC ON CENTER BTC BARE TINNED COPPER CONDUCTOR OPNG OPENING BOF BOTTOM OF FOOTING CAB CABINET (P) PROPOSED P/C PRECAST CONCRETE CANT CANTILEVERED CEC CALIFORNIA ELECTRIC CODE PCS PERSONAL COMMUNICATION SERVICES CHG CHARGING PCU PRIMARY CONTROL UNIT CLG CEILING PRC PRIMARY RADIO CABINET CLR CLEAR PP POLARIZING PRESERVING COL COLUMN PSF POUNDS PER SOUARE FOOT COMM COMMON PSI POUNDS PER SOUARE INCH CONC CONCRETE PT PRESSURE TREATED CONSTR CONSTRUCTION PWR POWER CABINET DBL DOUBLE QTY QUANTITY DC DIRECT CURRENT RAD RADIUS DEPT DEPARTMENT RECT RECTIFIER DF DOUGLAS FIR REF REFERENCE DIA DIAMETER REINF REINFORCEMENT DIAG DIAGONAL REO'D REQUIRED DIM DIMENSION RET REMOTE ELECTRIC TILT DWG DRAWING RMC RIGID METALLIC CONDUIT DWL DOWEL RRH REMOTE RADIO HEAD (E) EXISTING RRU REMOTE RADIO UNIT EA EACH RWY RACEWAY EC ELECTRICAL CONDUCTOR SCH SCHEDULE EL ELEVATION SHT SHEET ELEC ELECTRICAL SIAD SMART INTEGRATED DEVICE EMT ELECTRICAL METALLIC TUBING SIM SIMILAR SPEC SPECIFICATION ENG ENGINEER E0 EQUAL SO SQUARE EXP EXPANSION SS STAINLESS STEEL EXT EXTERIOR STD STANDARD FAB FABRICATION STL STEEL STRUCT STRUCTURAL FF FINISH FLOOR FG FINISH GRADE TEMP TEMPORARY THK THICKNESS FIF FACILITY INTERFACE FRAMEs TOWER MOUNTED AMPLIFIER FIN FINISHED)• FLIT FLOORTN TOE NAILIN. TOA TOP OF ANTENNA FDN FOUNDATION FOC FACE OF CONCRETE TOC TOP OF CURB TOE TOP OF FOUNDATION FOM FACE OF MASONRY FOS FACE OF STUD TOP TOP OF PLATE (PARAPET) FOW FACE OF WALL TOS TOP OF STEEL FS FINISH SURFACE TOW TOP OF WALL FT FOOT TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM FTG FOOTING TYP TYPICAL GA GAUGE UG UNDERGROUND GEN GENERATOR UL UNDERWRITERS LABORATORY GFCI GROUND FAULT CIRCUIT INTERRUPTER UNO UNLESS NOTED OTHERWISE GLB GLUE LAMINATED BEAM UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM GLV GALVANIZED GPS GLOBAL POSITIONING SYSTEM UPS UNITERRUPTIBLE POWER SYSTEM GND GROUND (DC POWER PLANT) GSM GLOBAL SYSTEM FOR MOBILE VIF VERIFIED IN FIELD HDR HEADER W WIDE HGR HANGER W/ WITH HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD HT HEIGHT W.P. WORK POINT IGR INTERIOR GROUND RING WP WEATHERPROOF IN INCH WT WEIGHT ' ''. _ .._... � e f _ :: I - 1 (I .' i - `J i FA + ` - + - S 1 COLI: (,•i1 �1�.L� i •-' ? �TMA i^•++W,P, j. e' c'+ F 21:',3 �; I �1 V L iJ I tj i ���� mobility • = a sTe c Network Solutions ♦ A ._ GPD GROUP Professional Corporation 520 South Main Street, Sude 2531 Akr311 330.572.2100 Fan 3305 22102 EMERGENCY LIGHTING (DC) Y� SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW LED- 1-25A400/51K-SR4-120-PE-DDBTXD 1 CHAINLINK FENCE —•—•—•—•—•—•—•—•—•— 0 0 e 0 0 0 0 0 WOOD/WROUGHT IRON FENCE 0 0 0 0 WALL STRUCTURE W44//4/.4/./.47.44447/174/1//4/1/.47././1 LEASE AREA _ _ PROPERTY LINE (PL) — —"— '—"—' SETBACKS - - i • PROJECT NO: 2018723.04.25588.01 DRAWN BY: AGL CHECKED BY: JG 1AAAAMAAAAvAWA AAAAAAAAAAAAAAAWA ICE BRIDGE FAYA�����AYAYAWAvAvAvA �� AYAvAvAvAvAvAvAvAvAvAvAvAvAvAvAvAvA CABLE TRAY ............................ .. •. . . . . . ......................... WATER LINE - 0 — 0 — 0 — . — . — . — . — . — . — 0 - 1 04/25/18 REVISED PER CLIENT COMMENTS 4/5/18 ISSUED FOR CONSTRUCTION UNDERGROUND POWER ♦ , . , .. '0 FOR REVIEW nU A n"T UNDERGROUND TELCO — — — - rn - '"' OVERHEAD POWER—0'—p1-0'-01—M"-01—"— 1�T� "SSI, -` �' pF 3 C�' Gl•� �T O tq V r ' �• ° i • 1.' `,. 1..? w � 5577{ t : \ONA OVERHEAD TELCO "' °" '° / Mon — M0n — Morn — MOP — MP — LW. — MM•n —M0n OW. — UNDERGROUND TELCO POWER — _ _ ABOVE GROUND POWER -�-•� .or w—•v—•n—m. •o. .or—•cr—w ABOVE GROUND TELCO - - - - -'�' -'4f -'n' -•Of -•O' -"0f -"0f - ABOVE GROUND TELCO/POWER -•mn-ern-�n-M-M-•arn-l0rn-•orn-•MTn- WORKPOINT I - 04/26/ 18 SECTION REFERENCE ® ® IRES 04/ 16/20 0 F IF DETAIL REFERENCE ® _ R 5 A VIOLATION OF LAW FOR ANY PERSON, UNLESSOFAA U EEY ASED PRE OFESSIONAL ENGINEER, UNDER THE ICTION TO ALTER THIS DOCUMENT. City of Tukwila BUILDING DIVISION RECEIVED q� �. ilf ((�� +'� �� OFTUV [� a�/ 02 f 4Ai 2018 (� PERMIT CENT ER RIVERTON NORTH WA6428 T RIVERT, WA RTH 3516 SOUTH 146TH STREET 8168 LTE— ROOFTOP SHEET TITLE LEGENDS, ABBREVIATIONS & CONSTRUCTION INSPECTIONS SHEET NUMBER GN -1 LEGEND 1 ABBREVIATIONS 2 NOT USED 3 GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - MASTEC CONTRACTOR: (CONSTRUCTION) OWNER - AT&T ENGINEER - GPD GROUP 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT I5 THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL 8E WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS. ELECTRIC. AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED. PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER. AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER. EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE. AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH. STUMPS, DEBRIS. STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND 'TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED. WILL MEET FM STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTINQ 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 5% AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE RFDS. REFER TO ND -00246. 49. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 50. CONTRACTOR SHALL RECORD THE SERIAL /, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. 52. ANTENNAS SHALL HAVE A 4'-0" MIN CENTER TO CENTER HORIZONTAL SEPARATION. TORQUE REQUIREMENTS 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 54. ALL RF CONNECTIONS. GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, ANTENNA BRACKET METAL. 55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). FIBER & POWER CABI E MOUNTING 60. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 61. THE TYPE TC -ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS. OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CABLE NOTES 63. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 62. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 63. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND -00027 LATEST VERSION. 64. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 65. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 66. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 67. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. GENERAL QABLF AND FQIIIPMFNT NOTES 68. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA. TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 69. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 70. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 71. ALL OUTDOOR RF CONNECTORS CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 72. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50' F. RE EB. PAINT COLOR I'tfED RD. C. FOR REGULATED UTOWERS, FAA/FCC ST BE APPROVED BAPPROVED PAINT ISY BUILDING /R REQUIRED. CITY �.,lr D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 73. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW TEt AY 02 2018 MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-0", ADDITI¢IVIN� 1Nniur fem REQUIRED. ru� fL� g� (V��w �x+ C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 74. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 75. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFf'ING TEIEANTENNA. ANDCTHE1C0AX-..0 NFIGU'TION IS THE CORRECT MAKE AND MODELS. PRIOR TO INSTAL TION CODE CC:,!, IANCE 76. ALL CONNECTIONS FOR HANGERS. SUPPORTS. BRACIN., ETC. SHALL-BEINSTALLED•PERNTOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATION' �'�� h-1 77. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL APPLICABLE, INCLUDING ALL HARDWARE. SAFETY ENFORCEMENT 12'-0" T -BOOM SECTOR ANTENNA MOUNT, t.11;:,;( 30 2C"i3 SAFETY IS OF PARAMOUNT CONCERN TO BOTH SITE WOR RS AND ^^ THE PUBLI ., .'1•a 1. CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO EALTH AQIVE19 THE vo 74ata IS RESPONSIBLE TO EDUCATE THEIR WORK FORCE OF THa'.E��S Aft, LIMIT T4EIRTEXPOSJRS HAZARDS. THIS EDUCATION SHALL INCLUDE BUT NOT ;:E t.V J APLIC,@BLEJTRAJNWG;CQLIRS AND CERTIFICATIONS. PROPER PERSONAL PROTECTIVE EQUIP OTHER PREVENTATIVE MEASURES WHICH MAY BE REASO ABLY EXPECTED. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER. OSHA. AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. 2. ALL SAFETY EQUIPMENT SHALL BE INSPECTED ACCORDING TO ALL OSHA AND INDUSTRY SCHEDULED INTERVALS AND ALL INSPECTIONS SHALL BE DOCUMENTED PER APPLICABLE CODES AND STANDARDS. 3. TOWER WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY. ALL TOWER WORKERS WORKING ON A TOWER MUST BE ADEQUATELY TRAINED AND MONITORED TO ENSURE THAT SAFE WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY OSHA, WHEN WORKING ON EXISTING COMMUNICATION TOWERS, EMPLOYEES MUST BE PROVIDED WITH APPROPRIATE FALL PROTECTION, TRAINED TO USE THIS FALL PROTECTION PROPERLY, AND THE USE OF FALL PROTECTION MUST BE CONSISTENTLY SUPERVISED AND ENFORCED BY THE CONTRACTOR. 4. ELECTRICAL WORK PRESENTS SPECIFIC THREATS TO THE HEALTH AND SAFETY OF WORKERS ON SITE. SPECIFICALLY ELECTROCUTIONS ARE THE FOURTH LEADING CAUSE OF DEATH ON CONSTRUCTION SITES. ALL ELECTRICAL WORKERS SHALL HAVE CURRENT.! CERTIFICATIONS WHICH SATISFY AU. TRAINING REQUIREMENTS FOR THE ELECTRICAL WORK THEY ARE PERFDRMING PER OSHA STANDARDS. ALL ELECTRICAL WORKERS SHALL ADHERE TO ALL SAFETY RULES AND REGULATIONS FOR WORKER AND PUBLIC SAFETY. ALL WORK SHALL BE PERFORMED BY QUALIFIED ELECTRICIANS TRAINED FOR THE TYPE OF WORK AND THE VOLTAGES PRESENT FOR EACH TASK. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, NEPA 70, AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. tes, at&t mobility 1 : MasTec ■ Network Solutions 0.11 GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 • PROJECT NO: 2018723.04.25588.01 DRAWN BY: AGL CHECKED BY: JG GENERAL CONSTRUCTION NOTES 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LTE- ROOFTOP SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 1 04/25/18 REVISED PER CUENT COMMENTS 0 4/5/18 ISSUED FOR CONSTRUCTION ♦ A 2/9/18 ISSUED FOR REVIEW GENERAL CONSTRUCTION NOTES 1 UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LTE- ROOFTOP SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 y•`•• • / 'EXISTING BUILDING ZEXISTING BUILDING 111111111 • I EXISTING AT&T SITE LOCATION (SEE SHEET C-2) ''EXISTING ASPHALT PARKING _biJr1;;- • • 4tttiI I�• o? ;oe�,?a'i ♦ I - i Y • • • j/// IIS �Ze% •••1!0::. M\1aaa•• •i `EXISTING ASPHALT PARKING? VICINITY MAP EXISTING BETA SECTOR ANTENNA (SEE SHEET RF -1) A�•o.9 I 9 , • r a --4.A2N: 004000-0315 ZONING: CC -C C..-T-litth 6 EXISTING GAMMA & BETA SECTOR ANTENNA — (SEE SHEET RF 1) .• Y EXISTING ALPHA SECTOR ANTENNA (SEE SHEET RF -1) — S 146TH ST — — EXISTING BUILDING ROOF AREA SCHEDULE ITEM AREA % COVERED ROOFTOP *11734 SF - ROOFTOP COVERAGE *708 SF 6% OTHER CARRIER'S EQUIP. ±20 SF 0.17% EX. CABLE TRAYS ±660 SF 5.6% EX. ANTENNA SCREENS *11.3 SF 0.09% EX. EQUIPMENT ±15 SF 0.13± NEW EQUIPMENT 2 SF 0.02% JSF SAFETY NOTE: AT&T HAS IMPLEMENTED RF SAFETY PROCEDURES AND ACTIONS ON THIS ROOFTOP SITE. ALL GENERAL SAFETY RECOMMENDATIONS WILL BE FOLLOWED IN ORDER TO COMPLY WITH FCC & COUNTY GUIDEUNES. R. COQT.-. CC: ._1 !AiNICE a 4� � ///// 1`a:•.1 7 3 0 2 13 City of Tukwila BUILDII G DIVISION Fri." ----EXISTING BUILDING BUILDING RECEIVED CITY OF T-i.i;.WiLA MAY 02 2018 Palatal- CENTER at&t mobility J -IlasTec Network Solutions GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 PROJECT NO: 2018723.04.25588.01 DRAWN BY: AGL CHECKED BY: JG 22-x34' SCALE: 1/16` = 1'-O' 11-x17' SCALE: 1/32• = 1'-0' 16'12' 8' 4' 0 :::::IS 16' OVERALL SITE PLAN CE _ �:�!71;F,�1'J>lJtl.1�1!11111 ,11"'"THEY ARE ACING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER 1145 DOCUMENT. RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LTE— ROOFTOP SHEET TITLE OVERALL SITE PLAN • 6. SHEET NUMBER C-1 1 04/25/18 REVISED PER CLIENT COMMENTS 0 4/5/18 ISSUED FOR CONSTRUCTION A 2/9/18 ISSUED FOR REVIEW 22-x34' SCALE: 1/16` = 1'-O' 11-x17' SCALE: 1/32• = 1'-0' 16'12' 8' 4' 0 :::::IS 16' OVERALL SITE PLAN CE _ �:�!71;F,�1'J>lJtl.1�1!11111 ,11"'"THEY ARE ACING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER 1145 DOCUMENT. RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LTE— ROOFTOP SHEET TITLE OVERALL SITE PLAN • 6. SHEET NUMBER C-1 EXISTING AT&T GPS ANTENNA - INSTALL (1) NEW 4C bCEM CARD IN EXISTING PURCELL CABINET 5'-6" EXISTING AT&T WOOD FRAME ENCLOSURE (LTE INSTALL (3) NEW CORDEX RECTIFIERS IN 1.1 EXISTING POWER 1.T PLANT EXISTING AT&T GPS ANTENNA j 1 •y1' EXISTING AT&T P CAB NET EXIST NG AT&T BBU WITH 20) MARATHON BATTERIES EXIS1ING • .. AT&T POWER CABINET WITH (8) MARATHON BATTERIES EXISTING AT&T TE43 CABINET • EXISTING AT&T DIPLEXERS EXISTING AT&T VERTICAL CABLE TRAY ROUTED UP EXTERIOR BUILDING WALL EXISTING SLIDING ACCESS GATES (TYP) O EXISTING AT&T CABLE TRAY EXISTING AT&T TELCO PANEL EXISTING AT&T GENERATOR PLUG GEXISTING ASPHALT PARKING EXISTING AT&T WOOD FRAME ENCLOSURE (UMTS) EXISTING BOLLARD (TYP) WIpII I �'• `• PI RR-,�5 EXISTING AT&TMTS CABINET I n _`' EXISTING AT&T POWER PANEL EXISTING AT&T METER W-0" 9'-3" EXISTING AT&T WOOD FRAME ENCLOSURE (GSM) EXISTING AT&T VERTICAL CABLE TRAY ROUTED UP EXTERIOR BUILDING WALL EXISTING AT&T GSM CABINET 8'-3" 7,-0" EXISTING AT&T WOOD FRAME ENCLOSURE (EMPTY) 1XISTING BUILDING? K V! LTA! rED 11C 1� CO .,:DLtANCE riI^':7 �.►,,�' 30 22cJ City of Tukwila BUILDEG DIVISION 8,-3" RECEIVED CITY OF IL;KAMILA MAY 02 2018 PERMIT CENTER tuosto at&t mobility •:IasTec Network Solutions GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 1 PROJECT NO: 2018723.04.25588.01 DRAWN BY: AGL CHECKED BY: JG 0 I • 1 04/25/18 REVISED PER CUENT COMMENTS 0 4/5/18 ISSUED FOR CONSTRUCTION ♦ A 2/9/.4 iR ISU9D FOR REVIEW i Dn 4 22"x34' SCALE: 3/8" = 1.-0- 11"x17" SCALE: 3/16" = 1'-O" 2 1 0 2' EQUIPMENT LAYOUT • =epIQFc 04/16/2020 �E is A VIOIAHDN OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. • RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LTE— ROOFTOP SHEET TITLE EQUIPMENT LAYOUT SHEET NUMBER C-2 EXISTING AT&T UMTS ANTENNA IN POS. 4 REMOVED THE PASSING STRUCTURAL ANALYSIS FOR THE EXISTING TOWER AT THIS SITE WAS COMPLETED BY GPD GROUP PROFESSIONAL CORPORATION ON JANUARY 19, 2018. CONFORMING TO TA -222-G. THE ROOFTOP HAS SUFFICIENT CAPACITY. ACCORDING TO THE PASSING STRUCTURAL ANALYSIS, a t 8eit "........---/mobility TO BE EXISTING AT&T LTE ANTENNA IN EXISTING AT&T RRH IN POS. 1 POS. 4 TO BE RELOCATED TO BE RELOCATED TO P1 EXISTING EXISTING AT&T OTHER CARRIER TMAs IN POS. 1 TO EXISTING AT&T BE REMOVED FRP ANTENNA SHROUD ANTENNAS (TYP) STRUCTURAL ANALYSIS NOTE 3 - TO REMAIN (TYP.) EXISTING AT&T (2) FRP SHROUDS EXISTING BULDING 1, TOP OF EXISTING AT&T FRP SHROUD IN ACCORDANCE WITH RF DATA SHEET DATED NOVEMBER 1, 2017 VERSION 2.0 ■■I a sTe c Network Solutions kTOP OF /'48'-10" A.G.L. 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PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED CONSTRUCTION ESTIMATED LENGTHS. 2. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH DIGITAL LEVEL. 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND -00027, REFER TO THE LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 6.COMMENDATIONS REGARDING BOTHCONTRACTOR THE INSTALLATION AND T FOLLOW ALL CGR TURER'S UNDI GRE OF ALL COAXIAL CABLES, CONNECTORS. ANTENNAS, AND ALL OTHER EQUIPMENT. 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. 8. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES ASA COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 9. CONTRACTOR SHALL PROVIDE STRAIN -RELIEF AND CABLE SUPPORTS ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN -RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 10. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH SNAP IN HANGERS IF APPLICABLE. ON A RET FOR FOR +r�'' •, IN NEW 11111111111111111111111111 IIIIIIIIIIIIIIII(IIIjIII�III IIIIIIIIIIjIIIII�IIIIIII IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111111 GRADE 0 SW CORNER OF BUILDING •❑. 1 1 m m ❑ 1 1 1 W_ ID LJ J..LJ m ID m D ❑ m m 03 E❑ m m D[ D $0•-0" A.G.L. 1 0 \ PROJECT NO: 2018723.04.25588.01 DRAWN BY: AGL - -. CHECKED BY: JG ♦ A 22"z .0.0.0.0 SCALE: 3/32" = 1'-0" EXISITING BUILDING EAST ELEVATION 1 11"x1717"" SCALE: 3/64" = 1'-0" 8 4 0 8' 1 04/25/18 REVISED PER CUENT COMMENTS EXISTING RELOCATED LTE NOTE: 0 4/5/18 ISSUED FOR CONSTRUCTION l A 2/9/ AIEW,, FOR REVIEW ) AT&T ANTENNA IN POS. 4 EXISTING RELOCATED RRH UNIT IN POSITION (1 PER SECTOR, PROPOSED AT&T LTE ANTENNA IN POS. 1 AT&T 1 3 TOTAL) CONTRACTOR SHALL MATCH EXISTING CONCEALMENT FOR NEW EQUIPMENT. {{�� TY '�,Y� A ♦ 8•,, 1� ��•��`� I„�'.'" ��v 41, V ,;,� •... A #r� A '`�' ••; II i ^ kA,��� •-f^:' y<u dir�I 5137; r� ` �G(. ° le411S`-011C { �••`. 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I 1❑ m m m 0] �•I••� CO W ❑❑ —, RIVERTON NORTH 3516 SOUTH 6 468H STREET LTE— ROOFTOP TUKWILA, WA 98168t.�r;Y O AGL ' t ���F C City c BUIL ."1': SHEET TITLE BUILDING ELEVATION SHEET NUMBER C-3 NOT USED 6 22"934" SCALE: 3/32" = 1'-0" PROPOSED BUILDING EAST ELEVATION 2 11"z17" SCALE: 3/64" = 1'-0" 8 4 0 B. .- a" &" . :,_� mobility EXISTING ANTENNA CONFIGURATION AND CABLE SCHEDULE (N) =NEW (X) =EXISTING (XR) = EXISTING/RELOCATED SECTOR POS STATUS ANTENNA ANTENNA rE HEIGHT AZIMUTH TMA/RRU DC SURGE AND DISTRIBUTION CABLE TYPE (XG) =EXISTING/GROUND (E) = ELECTRICAL (M) = MECHANICAL A 1 EXISTING KATHREIN 742-264 (X) 45'-0" AGL 80' (1) 1-E15Z01 P39_(L9) (X) (1) RRH2x60-850 (X) (1) 825 RRH4X30-4R (X) 1 FC12 X ((1)) DC2 (X) (1) DC, (1) FIBER (X) 4 EXISTING KATHREIN 80010764 (X) 45'-0" AGL 80' (2) 2-LGP 21401_(U9) (X) (1) RRH2x40W-07L (X) (2) COAX (X) 1 EXISTING KATHREIN 742-264 (X) 45'-0" AGL 240' (1) 1-E15Z01P39_(L9) (X) (1) RRH2x60-850 (X) (1) B25 RRH4X30-4R (X) (1) DC2 (X) (7) DC, (1) FIBER (X) •• a sTe c Network Solutions B 4 EXISTING KATHREIN 80010764 (X) 45'-0" AGL 240' (2) 2-LGP 21401_(U9) (X) (1) RRH2x40W-07L (X) (2) COAX (X) ,�, ���� �`"� 1,,,. �� WEDOF 1 EXISTING KATHREIN 742-264 (X) 45'-0" AGL 330' (1) 1-E15Z01P39_(L9) (X) (1) RRH2x60-850 (X) (1) B25 RRH4X30-4R (X) (1) DC2 (X) (1) DC. (1) FIBER (X) CITY 4t( O2 2}O 18 /'._ GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 4 EXISTING KATHREIN 80010764 (X) 45'-0" AGL 330' (2) 2-LGP 21401_(U9) (X) (1) RRH2x40W-07L (X) (2) COAX (X) e� e.c� r ��) PL.�L1 ah o CENTER EXISTING ROOFTOPJ EXISTING AT&T FRP ANTENNA SHROUD -. - - Y _ � - ACCESS HATCH `EXISTING TO REMAIN ------- (3) EXISTING AT&T RRHs (1 PERWALKING SECTOR) FOR POSITION 4 TO BE RELOCATED TO POSITION 1 (TYP. OF 3 SECTORS) I ROOFTOP EXISTING AT& ROOFTOP CABLE TRAY (TYP) PADS ♦ • PROJECT NO: 2018723.04.25588.01 DRAWN BY: AGL _ _----I/SECT ZtMUT EXISTING PARAPET ,CHECKED BY: JG •• .-' oma'" _ EXISTING AT&T ROOFTOP FIBER CATONDUIT -7 f r ,. - r -, l-_ -. - --� y. J j • �G T BRID .41 SEEXCTOR, FIBER CABLE (1 PER �� ) EXISTING BUILDING .. - .. - z ._,. ' .... 1 1 04/25/18 REVISED PER CUENT COMMENTS •'1 4/5/18 ISSUED FOR CONSTRUCTION • r r, r 4441'4,* O ( w •\ EXISTING PARAPET) 1 • \ -- - i EXISTING AT&T7 ROOFTOP CABLE TRAY ^� A 2/9/78 U • FOR REVIEW y A \A (3) EXISTING AT&T PANEL 1 •` A:, t��� �,� ` " _ 0 "��S""4V 17 !,O, c• : "4I �0 •. a• • 60 0.,,,,), �3\ Soh P1' ANTENNAS IN POSITION 4 TO BE 1. REMOVED (KATHREIN 80010764) ZEXISTING (6) EXISTING AT&T RRH (2 PER SECTOR) IN POSITION 1 TO BE REMAIN (TYP. OF , -- --. ----• • BUILDING ROOFTOP—] 3 SECTORS) - _ _ _ -- _ 1) EX15TING'AT&T - - ! L- i \ ��y 55771 ff�� '(- vim. Q �C gn C21StVS .l �, i s1 V ^7. ,\ r�� ‘41p+,ti1AL S' 'ti" • tr •;; . '.:` 04/26/18 EXISTING PARAPET `EXISTING EXISTING AT&T BUILDING ANTENNA MOUNT _ iDOyFIBER DC2'SURGE• • r ' P"" 015JRIBYTION TO 'REMAIN -. 1.1' 11 d C ` ! I a •. EXISTING AT& ROOFTOP ,/ CABLE TRAY —EXISTING ROOFTOP—' TO REMAIN _ - - `-rF" 1 . a..� (TYP) ROOFTOP PADSG EXISTING HYBRID 7 FIBER CABLE �o\- ---- - .. - GEXIST NG yoA n i / _ _ - - EXISTING A is •!! -j-- �11 -i_ 3 LI - T rno;cxriRcs TL1,1 01/16/2020 Ft UNIT 10 n Lnwit.,N LESS THEY ARE ACTING LA I -OR ANY R THE PERSON, ECTION OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. J BUILDING c�, ROOFTOP -7 Gy •• •♦• ••• ••• EXISTING AT&T FRP ANTENNA SHROUD FIBER SPO (1 PERNCCCCCC®9941J.., SE BOX ! TOR, 3 T $ `1 u�+`.�71la • ,4• • G AT&T • TO REMAIN ZIMUTH L SEC A:- TO RE V RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET T 8 LTE— •ROOFTOP TMA I TMA IN POSITION 1 gO.T „_Y� ����® l (1 PER SECTOR, T —�rt• y . . -_•' _ (3) EXISTING AT&T ^� 3 TOTAL) TO BE . •\ PANEL ANTENNAS (1 • •- _^ --'. REMOVED J _•0♦ ;.75 PER SECTOR) IN • ) '_• ' r`1 r---�G; ,('\l`%��J POSITION 1 TO BE `t6 i - RELOCATED POSITION 4 (TYP, OF 3 SECTORS) KATHREIN 742-264) EXISTING PARAPET -x • - R•'6J.c,� p•O p. a, - S - -- �-5 - EXISTING CABLE EXISTING HYBRID (1 AT& ROOFTOP TRAY (TYP) AT&T FIBER CABLE PER SECTOR, 3 TOTAL) (6) (2 EXISTING PER SECTOR) AT&T TMAs FOR _.._._ _'- --- - !..--- 7 SHEET TITLE ANTENNA CONFIGURATIONS __-' `- POSITION 4 TO REMAIN (TYP. OF 3 SECTORS) SHEET NUMBER RF -1 EXISTING 22"x34" SCALE: 1" = 1'-0" ANTENNA LAYOUT & SCHEDULE 11"x17" SCALE: 1/2" = 1'-0" 1 6" 0 1' 1 ti4z1=0,-)„,..., atsct mobility PROPOSED ANTENNA CONFIGURATION AND CABLE SCHEDULE 'RFDS V. 2.0 DATED 11/1/17 (N) = NEW (X) = EXISTING (XR) = EXISTING/RELOCATED SECTOR POS STATUS ANTENNA ANTENNA RAD CENTER AZIMUTH TMA/RRU DC SURGE AND DISTRIBUTION CABLE TYPE (XG) = EXISTING/GROUND (E) = ELECTRICAL (M) =MECHANICAL A 1 PROPOSED KATHREIN 80010798 (N) 45'-0" AGL 80' (1) RRH2x60-850 (X) ((1) RRH2825 x4OWX 07L4(XR)) (1) RRH4x25-WCS-WR (N)--/ (1)(1)DC2 (X)) (1) DC, (1) FIBER (X) 4 EXISTING KATHREIN 742-264 (XR) 38'-0" AGL 80' (2) 2-LGP 21401_(U9) (X) (2) COAX (X) 1 PROPOSED KATHREIN 80010798 (N) 45'-0" AGL 240' (1) RRH2x60-850 (X) (1) 825 RRH4X30-4R (X) (1) RRH2x40W-07L (XR) (1) RRH4x25-WCS-WR (N) (1) DC2 (X) (1) DC, (1) FIBER (X) llasTec Network Solutions B 4 EXISTING KATHREIN 742-264 (XR) 38'-0" AGL 240' (2) 2-LGP 21401_(U9) (X) (2) COAX (X) _ RECEIVED l4 1 PROPOSED KATHREIN 80010798 (N) 45'-O" AGL 330' (1) RRH2x60-850 (X) (1) 625 RRH4X30-4R (X) (1) RRH2x40W-07L (XR) (1) RRH4x25-WCS-WR (N) (1) DC2 (X) (1) DC, (1) FIBER (X) CITY OOF�1'�In'I ILA 02016 2 �- --- A /'._ GPD G RO U P Professional Corporation 5205w01 Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 c 4 EXISTING KATHREI(XR)42-264 41'-0" AGL 330' (2) 2-LGP 21401_(U9) (X) (2) COAX (X) MAY L Pr-nalirr CENTER _ - / EXISTING ROOFTOP ACCESS HATCH EXISTING AT&T FRP / ANTENNA SHROUD EXISTING TO REMNN _ `- -_--- l ROOFTOP EXISTING AT& ROOFTOP WALKING CABLE TRAY (IYP) PADS " PROJECT NO: 2018723.04.25588.01 DRAWN BY: AGL /• SECTOR --- .1 80• AZIMU EXIS11NG PARAPET CHECKED BY: JG \ , _--- -- ..•=.1 •• -...... [gip F v` - - - --- p EXISTING AT&T ROOFTOP FIBER CONDUIT --n ' y - EXISTING AT&T HYBRID FIBER CABLE (1 PER , SECTOR. 3 TOTAL) ♦ EXISTING BUILDING ROOFTO7 I r - - I- 1 -1_j_ '' -( 7 T x ♦♦•,- —♦♦ / PROPOSED RRH (1 -_ 1 04/25/18 REVISED PER CLIENT COMMENTS ■ .>] PER POSITION SECTOR) IN 1 -- t_ - - - - 0 4/5/18 ISSUED FOR CONSTRUCTION \\ (TYP. OF 3 SECTORS) 0 2/9/ it IEU r FOR REVIEW /J EXISTING PARAPET) If 11 `EXISTING AT&T ROOFTOP CABLE TRAY - _---- -- i p.(pP;z0,0(Y( (3) EXISTING RELOCATED AT&T I SF- p P PANEL ANTENNAS IN POSITION (6) EXISTING AT&T RRH (2 PER SECTOR) IN POSITION 1 (TYP. OF` J^ '-- - -- ,C,L/' /Qf \\'{+S' 1v'�,. Ci � PI C>, Cij '- 1.�. ' i a ahr =1.3„, 55771 ``l C�1S1�%�'v 4;4 t� ; ;NiSAIis C:1 A` G 04/26/18 . q,A 4 (KATHREIN 742-264) -EXISTING BUILDING ROOFTOF�j 3 SECTORS) (3) EXISTING AT&T RRH (1 PER SECTOR) IN POSITION 1 (TYP. OF - --- - ---' - / 3 SECTORS) - ----- -, �.. _..t +' L.- `O -EXISTING BUILDING ROOFTOP-7 EXISTING PARAPET' EXISTING EXISTING AT&T BUILDING ANTENNA MOUNT - - ,I'' f (1) FIBER DE2EXISTING TSUROE}'I ',AC!: DISTRIBUTiON ^i0 ,_ • r 1.. L". REMAIN E r ' EXISTING AT& ROOFTOP CABLE TRAY (TYP) ROOFTOP-] TO REMAIN - - -- j i•5 • M��,��I EXISTING ROOFTOP PADS EXISTING HYBRID WALKING FIBER CABLE �p , 7 / yG'A / : / - -- -- r j ---- J _ - - --, EXI } i I/ �t�/ - - �1.,�1. TING AT&T t+{e �.,;-tA y F�i�Es n411 ��ron CE IS A WOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, `- TO ALTER THIS DOCUMENT. 7: •• S C+, G� •4•- �1 • �• •�'V1•� _•• 4�•� EXISTING AT&T FRP ANTENNA SHROUD TO REMAIN - - -� FI (1 L SECTOR .�ATO R SPOOL BOX _ ER SEC�PI, d3 OIA F • t REMAIN 11 1vp iii RIVERTON NORTH WA6428 3516 WATH 98168ET LTE- ROOFTOP 8Y AZIMUTH i t i *1� R r �' Le . —1.1—_� s 4.,...1 ` �' - • i ' (3) PROPOSED AT&T• ■� n � .• L) • •� PANEL ANTENNAS (1 C7:1-117 PER SECTOR) IN • _ -_- POSITION 1 (TYP. OF 3 SECTORS) KATHREIN 80010798) _ EXISTING PARAPET- � \1 ..gJ,,„7 pg0'.10 ... SF' _ 'N° -- '-`AT&T _- - -` - EXISTING CABLE EXISTING HYBRID (1 AT& ROOFTOP TRAY (TYP) T& S FIBER CABLE (6) EXISTING PER SECTOR, 3 TOTAL) SECTOR) AT&T FOR POSON E TMAs (2 PER ITL 4 TO _ - SHEET TITLE ANTENNA CONFIGURATIONS _ T REMAIN N TYP OF 3 SECTORS) RS SHEET NUMBER RF-1.2 22"x34" SCALE: 1" = 1'-0" PROPOSED ANTENNA LAYOUT 11"x17• SCALE: 1/2" = 1'-0 1 6 0" 1' 1 PROPOSED 2 3/8" ANTENNA PIPE MOUNT ANDREW P/N #. MT 220-108" MINIMUM LENGTH TYPICAL PER LTE APPLICATION �, �� . i' i4? �� ` Nil . i MOUNTING OPTIONS ARE INCLUDED PRODUCTS WITH ANTENNA PURCHASE 'I. PROPOSED ANTENNA MOUNTING BRACKET ANDREW P/N /. D65083 PROPOSED ANTENNA PROPOSED ANTENNA MOUNTING BRACKET ANDREW P/N #. DB380 II ll ��' �, . '` • .ii MOUNTING PIPE NEW PLATE MOUNT BRACKET ) PIPE MOUNT KATHREIN 80010798 1/4t1Z;d a at8cat �/ mobility DIMENSIONS, HxWxD: 1993z375x17Omm (78.5%14.8-x6.7") n P •:MasTec Network Solutions , A /'._ GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 6.7 NOTE:VERIFY EXISTING ATTACHMENTS NS A ALL MOUNTING ATTACHMENTS AND HARDWARE SHALL BE VERIFIED 8Y 1 14'8 ATTACHMENT MANUFACTURER PROPOSED ANTENNA SPECIFICATIONS NO SCALE 1 ANTENNA MOUNTING DETAIL NO SCALE 2 RRH MOUNTING DETAIL NO SCALE 3 ALCATEL-LUCENT RRH4x25-WCS-4R DIMENSIONS, WxD%H: 21.2"x11.97"x7.18" 0 1 PROJECT NO: 2018723.04.25588.01 o w" WEIGHT, WITHOUT MOUNTING KIT: 52.9 lbs DRAWN BY: AGL o ee� � �' 11.97" \ CHECKED BY: JGI r _ i r ' .='=': -, 11 oM' C 1 1 0 1 p o1 ? : o 113 e1 e.• oee n 1 04/25/18 REVISED PER CUENT COMMENTS ,7, • 110 gogo•or 0 4/5/18 ISSUED FOR CONSTRUCTION > two `A 2/•.g.. ..A,I KIREVIEW I " o e t ((-��. �iT a 7. S 1� r „T� r ~ c) • • e MA HIM ®IID® OA1 RRH SPECIFICATIONS DETAIL NO SCALE 4 DETAIL NOT USED NO SCALE 5 DETAIL NOT USER' -”' .T - -'' NO 6 55771 �',�Q� �[cts1iFsk. `� SSS `�� N l 04/26/1& } Citi ('C , ,/ ` nr r� ,1 : �.+ , n '2' 1U VOF 1, ,` 1d J 0 - t' al . City of Tu'w.'ila DUILL:1 .x. L1,`'-101cP EXPIRES 04/16/2020 rtz R ISA VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. % I RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TU LTE- WA98168 LTE- ROOFTOP RECA-!VEE Cal O F T UKWIL OF MAY 02 2018 PERMIT CENTER A SHEET TITLE ANTENNA & RRH UNIT DETAILS SHEET NUMBER RF -2 DETAIL NOT USED I NO SCALE I 7 DETAIL NOT USED NO SCALE 8 DETAIL NOT USED NO SCALE 9 .0, fro 4 0 ,, ,..k i . t ... d„, , 4.....0 at&t �� mobility 41 NOTICE �� CAUTIONS .:1•1 a s Te c Network Solutions Beyond This Point you are entering a controlled area where RF emissions may exceed the FCC General Population Exposure Limits. Follow all posted signs and site guidelines for working in a RF environment. Beyond This Point you are entering a controlled area where RF emissions may exceed the FCC Occupational Exposure Limits. Obey all posted signs and site guidelines for working in a RF environment. ALERTING SIGN ALERTING SIGN ALERTING SIGN (FOR CELL SITE BATTERIES' (FOR DIESEL FUEL) (FOR PROPANE) GENERAL SIGNAGE GUIDELINES .- GPD CROUP Professional Corporation 520 South Main sLTron, OH 44311 Sake 2531 Akron 330.572.2100 Fax: 330.572.2102 RRef:47CFR 1.1307(b) 0 aht •/ � `• RRef:, 47CFR 1.1307(b) F.� t •/ Structure Type INFO SIGN #1 INFO SIGN #2 INFO SIGN #3 INFO SIGN #4 Striping NOTICE SIGN CAUTION SIGN \• ALERTING SIGN S T A Towers Nbnopole/Nbnopine/Nbnopalm entrance gates, shelter doors OR on the outdoor cabinets climbing side of the Tower On the side of Antennas entrance gates, shelter doors OR on the outdoor cabinets At the height of the first climbing step, min. 9ft above ground Y B SCE Tow erslTowers withhigh voltage entrance gates, shelter doors OR on the outdoor cabinets climbing side of the Tow er On the side of Antennas entrance gates, shelter doors OR on the outdoor cabinets At the height of the first climbing step, min. 9ft above ground WARNING! " Cant ii PROPERTY OF AT&T • # PROJECT NO: 2018723.04.25588.01 DANGER DO NOT TOUCH TOWER! SERIOUS "RF' BURN HAZARD! MAINTAIN AN ADEQUATE CLEARANCE BETWEEN TOWER SUPPORTS AND GUY WIRES SITE FAILI.TUi TO WE1'AIL F�T'FDSIGNS GUIDELINES FOR WORRINGINARAD A O FREQUENCY ENVIRONMENT COULD RESULT It: SERIOUS INJURY. CONTACT CURRENT MAY PRESCRIBED IN ANSI/EEE EXCEED LIMITS P C95.1-1992 FOR COMM..) AUTHORIZED PERSONNEL ONLY DRAWN BY: AGL A C K ry PolesLight / Flag FbleS yyAND entrance gates, shelter doors OR on the outdoor cabinets on the no less pole, than 3ft below the Antenna and no less than 9ft above ground On the side of Antennas entrance gates, shelter doors OR on the outdoor cabinets CHECKED BY: JG • • 1 3 Wood Poles (JPA) entrance gates, shelter doors OR on the outdoor on the pole, no less than 3ft below the Antenna and no less than 9ft above ground On the side of Antennas entrance gates, shelter doors OR on the outdoor cabinets If GP max value of MT at antenna level is: 0-99%: Notice sign; over 99%: Caution sign at no less than 3ft below antenna and 9ft above ground • Cte,aut • IN CASE OF EMERGENCY, OR PRIOR TOLRility 1 04/25/18 REVISED PER CUENT COMMENTS 0 4/5/18 ISSUED FOR CONSTRUCTION PERFORMING MAINTENANCE ON THIS SITE, CALL 800-638-2822 AND REFERENCE CELLcabinets SITE NUMBER , A 2/!1/16 ISSUED FOR REVIEW J ALERTING SIGN •' F E E Mcrocells mounted on non JPA poles entrance gates, shelter doors OR on the outdoor cabinets on the pole, no less than 3ft below the Antenna and no less than 9ft above ground On the side of Antennas entrance gates, shelter doors OR on the outdoor cabinets Notice or Caution sign at no less than 9ft above ground: only if the exposure exceeds 90% of the General Public exposure at 6ft above ground or at outside surface of adjacent buildings NO SCALE `f / E F 0 E O \ _\ C E LY cE ALERTING SIGN INFO SIGN #4 T Roof Tops At all access points to the roof X X Rp� CERIFD C1 �� .� I! �� �� ny $ On Antennas X X X F Concealed Antennas X X X R antennas mounted facing outside the building X X X p 4AY 02 2016 INFORMATIONO antennas on support structure X X X Roofview Graph: mxn Allaopentn telmwieetionc antennas at this location. Remain at least 3 feet away from any antenna and obey all pouted ntg„a. Contact the ovnerts)ofthe antennafs) befom working closer than 3 feet r�mmr.mnnN. Contact, ATM' at prior to performing any Radiation area is within 3ft from antenna X antenna X 8 pp� CENTER either Notice or Caution sign (based on R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, ` TO ALTER THIS DOCUMENT. / A N Radiation area is beyond 3ft from antenna X adjacent to each antenna X iia diagonal, yellow g striping as to Roofview graph Roofview results) at antennaslbarrier enann•ormpeirs near AT&Tanmnaas. Thais Site, Conten if dmr/hatch/gate is found INFORMATION T E Church Steeples lo Access to steeple p adjacent to antennas if antennas are concealed On the side of Antennas Access to steeple p ... t - �' 11 C'A./..+ L.� 1 _ •- / al `.:.. , , - —r l Ca'ion sign at the r- antennas the management or this udaked. ACTIVE ANTENNAS ARE MOUNTED RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LTE— ROOFTOP INFORMACION 0 ON "DIE OITSIDE OF THIS BUILDING ❑ 11F2eINDTHISP 1T]. ❑ ONTwssrxocnmE • DI ea pro*.seO:mamasdete.®nnK.,�nes �..PnrAlai, P�esmmte�r md�.ed ���d ,p; , °..lo a,. ,mel m^pittam otos pesppt� de is signs we. de i�ey.r°Ana..an.mwo<;.o-ma�.�3pk+deb.nRa.. Conamiguese ,m ATPT antes de realbvr user mantenlmienln° a m.o- anb°esa A ar. " Ea.. b eabrmn bare nunwro p ..eanr�n�dnraaa.aa. STAY BACK AMINIMUM OF3 FEET FROM THESE ANTENNAS ContactA3HT., and romwtl.;. m pnmrben°w.ni r�� rmmtheen,enme"OanR Of ndabArxTme. N N A Water Stations Access to ladder adjacent to antennas If antennas are concealed On the side of Antennas Access to ladder ` ` a �r t:,..7 " i ` "' ` ,.' r' P ^ 'n "` 1 J Ca ion sign beside Info ign #1, min. 9ft rove ground SHEET TITLE SIGNAGE DETAILS • Notes for Rooftop ^ ,�.,. JC T 1 the aitfErtifias 31ie'§&atifr • atat • stat eat 1. Either NOTICE or CAUTION signs need to be posted at each sector as close as possible to: the outer edge of the striped off area outer dl 2. If Roofview shows: only blue = Notice Sign, blue and yellow = Caution Sign, only yellow = Caution Sign to be installed. D I! L .; :3 )'T 't I C". I SHEET NUMBER RF -2 3. Should the required striping area interfere with any structures or equipment (NC, vents, roof hatch, doors, other antennas, dish , tc . j, please notify AT&T to modify the striping area, prior to starting the work INFO SIGN #1 INFO SIGN #2 INFO SIGN #3 SIGNAGE GUIDELINES CHART t a mobility NOTE: GROUND LEAD INSIDE RUBBER GROMMET TO BE ATTACHED WITH X -CROSS ZIP TIES TO BRACKET. DO NOT USE SNAP -IN HANGERS AROUND GROUNDS. SECTOR ANTENNA \ •:MasTec Network Solutions ANTENNA PIPE MOUNT A /�� GPD GROUP TOP JUMPER CABLE (TY P., NEW #2 AWG NOT USED NO SCALE 2 NOT USED NO SCALE 3 Professional Corporation EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND 520 South Main Street, Suite 2531 Akron, OH 44311 BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT 330.572.2100 Fax 330.572.2102 NEWTON INSTRUMENT COMPANY, INC. EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION BUTNER, N.C. REQUIRED PART NUMBER DESCRIPTION SECTION "P" - SURGE PROTECTORS `+ PROJECT NO: 2018723.04.25588.01 GROUND TONO EXISTING SECTOR GROUND BAR --♦ RRUS UNIT(EC) (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) DRAWN BY: AGL i 1 1/4"x4"x30" SOLID GROUND BAR O GENERATOR FRAMEWORK (IF AVAILABLE) (#2 AWG) (SEE NOTE 2) (EC) TELCO GROUND BAR (#2 AWG) CHECKED BY: JG WALL MOUNTING DOUBLE CRIMP (EC) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (3/0) t i O2 2 A-6056 BRACKET CONNECTION (EC) FIBER GROUND BAR (#2 AWG) I j INTERIOR JUMPER CABLES O3 2 3061-4 INSULATORS GROUND © (EC) POWER ROOM REFERENCE GROUND BAR (AT&T) RECTIFIER FRAMES (#2 AWG) C 1 RING SECTION "A" - SURGE ABSORBERS 4O 4 3012-1 5/8"-11x1" H.H.C.S. (EC) INTERIOR GROUND RING (#2 AWG) 1 04/25/18 REVISED PER CLIENT COMMENTS O 5 4 3015-8 5/8" LOCKWASHER ' .,„.,� (EC) EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2 AWG) 0 4/5/18 ISSUED FOR CONSTRUCTION EX. SECTOR 11----1 GROUND BAR (1) PER SECTOR (TYP.) I1 �1 RAYCAP �� `+ (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1/o AWG) (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG) A 2/9/ R REVIEW DETAIL NOTES: � P. Sr , DC6-48-60-18-SF 1. EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID (SEE NOTE 1) SECTION "1” - ISOLATED GROUND ZONE \AS q , i ( ) UNIT COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. THE INSTALLER SHALL USE PERMANENT MARKER TO DRAW THE LIKE BETWEEN SECTION AND LABEL EACH SECTION ("P", -A", "I" WITH 1" HIGH LETTERS�� 13" 4„ 13� (AT&T) ALL ISOLATED GROUND REFERENCE (AT&T) GROUND WINDOW BAR !• - _" 1 L.. t`� �iiF HCS, �j EX. COLLECTION GROUND BAR .}7- NEW 2 AWG GROUND TO EXISTING1/4 COLLECTION GROUND f i BAR FIBER (MGB) REFERENCE � GROUNDING BAR DETAIL >e �r -No;scA i. 4 so�a<1 NGREEN, CU CONDUCTOR WITHSTR 600V, THWN-2 INSULATION n `I ,'J ` J `�4/26/18 EMPIRES: 02/03/2020 GROUND BAR ON WALL OR OR FLOOR 1 1 1 1 1 1 C j t4/ O �I 1 T iJ t �!'.li�� rr aM L_ »... ', . 3 0.,, fI �I�I R IS A VIOIAT ON OF LAW FOR ANT' PERSON, UNLESS THEY ARE ACTING UNDER TME DIRECTION OF A UCFTISED PROFESSIONAL ENGINEER, ` 70 ALTER THIS DOCUMENT. , EQUIPMENT CABINET!!! V,1 0 OO OO OO 1/16" 0 Er►cwrzE; CITY OF V KWILA RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET (GROUND ALL NEW CABINETS) MAYRIRRA 02 2A�fJ UU 8 TUKWILA, WA 98168 LTE— ROOFTOP EX. EQUIPMENT GROUND BAR ,F I (2) TWO EXOTHERMIC 10 BE USED WITH #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR .... -j P R MN CENTER t r� �I SHEET TITLE GROUNDING DETAILS • NOTE: BOND ALL METALLIC OBJECTS TO GROUND BAR AT EQUIPMENT LOCATIONS PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END SHEET NUMBER E-1 GROUNDING RISER DIAGRAM NO SCALE1 GROUNDING BAR DETAIL I NO SCALE I 5 NOT USED I NO SCALE I 6 • PART 1 - GENFRAI 1.1 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES. MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS. REGULATIONS, ORDINANCES. STATUTES AND CODES. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES INC.) 8. AT&T GROUNDING AND BONDING STANDARDS TP -76416 1.4 SCOPE OF WORK A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR. MATERIAL AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED. ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING. TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS. DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EOUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED. 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: A. CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACOUERED INSIDE IN ADDITION TO GALVANIZING. 2. LIOUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS. STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC. SINGLE CONDUCTOR. COPPER. TYPE THHN/THWN-2, 600 VOLT. SIZE AS INDICATED, #12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. 110 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND 18 AWG AND LARGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES. J -BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT. BRADY. OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD -FRONT, QUICK -MAKE, QUICK -BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE. SQUARE -D OR ENGINEER APPROVED EQUAL. D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: 1. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM 12 AWG CU EXOTHERMICALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFILL MATERIA.. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -(•)CS OR K2L-NCS (•) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON -TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL OB -22. ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING. AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE, SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCILING OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH -CONDUCTIVITY, HEAVY DUTY, LISTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH-STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH. MOLTEN WELDED TO CORE, 5/8"x10'-0". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS. AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 6. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 7. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER. AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. 2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS. RMC OTHERWISE NOTED. EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS, AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL OTHER NON -TRAFFIC APPLICATIONS (REFER TO 2008 NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. 8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE: 1. ALL POWER WIRING SHALL DESCRIPTION PHASE A PHASE B PHASE C NEUTRAL GROUNDING BE COLOR CODED AS FOLLOWS: 208/240/120 VOLT SYSTEMS BLACK RED BLUE WHITE GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOXES. OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR THIS PURPOSE. 3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING STANDARDS TP -76416. ND -00135. AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES. BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS. AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM. THE BUILDING STEEL COLUMNS. LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 8. APPLY CORROSION -RESISTANT FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE 16 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE, OR 6" BELOW THE FROST LINE. USE THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE. 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST UNE, USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER. A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE. TO GROUND THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS. 16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS, THE NON-COMPLYIN ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPL I G WITH THE ,SPECIFIED REQUIREMENTS -PROMPTLY AFTER RECEIPT OF NOTICE FOR c. 1. NON -C TEST P ALL FE CONDU MINUTE MPLWNCE. EDURES: z DERS SHALL HASV[E ®® NSU)AATION TESTED 7,FTER TORS RT CIRCU USING S 00'01iTDC PROVIDE' WPI11TeN! DOCUME 2. PRIOR 0 ENERGIZING CIRCUITRY, TEST WIRING DEV POLAR! CONNECT,,jJS.,L4 n R 3. MEASU E AND RE(30Rb=VOLTAGES BETWEEN PHASES SUBM A REPORT OF MAXIMUM AND MINIMUM VOLT 4. PERF GROUNDING GROUNDING TEST TO MEASURE GROUNDIN STAND 'D 3-P "FALL -DF -POTENTIAL" METHOD. SKETC NOTIFt if N01KE "AIIMGDIATE IF M Tilt I_: 'a [j�1• `t,; i "-•� tIetriwod, at&t mobility 4IasTec Network Solutions GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 'PROJECT NO: 2018723.04.25588.01 DRAWN BY: AGL CHECKED BY: JG • I ♦ 1 04/25/18 REVISED PER CLIENT COMMENTS 0 4/5/18 ISSUED FOR CONSTRUCTION A 2/9/16 AmIS61ED FOR REVIEW • P1 P Sr 1 INSTALLATION, BEFORE CONNECTION TO DEVICES. THE S AND GROUNDS.OER � q_jj ATIONAND FOR ALL T E U i['' jf,,,,,,yy • FOR ELCII OPI6KaWILA ND BETWEEN PHASE ���PCONDUCTORS � AND NEUTRALS. RESISTANCE OF GR4,i1 ING S'75TEM E918THE IEEE ROVIDE PLOTTED TEST VALUES AND LOCATION URED VALUE IS OVER 5 OHMS. PERMIT CENTER • +IR S• 02/03/2020 r ELECTRICAL NOTES rt IS A VIOLAHON OF LAW FUM ANY 1'tliSxJtt. UNLESS THEY ARE ACTING UNOER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ♦ RIVERTON NORTH WA6428 3516 SOUTH 146TH STREET TUKWILA, WA 98168 LTE- ROOFTOP SHEET TITLE ELECTRICAL NOTES SHEET NUMBER E-2 f1 COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0127 DATE: 05/02/18 PROJECT NAME: AT&T MOBILITY SITE ADDRESS: 3516 S 146 ST X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: AtOu Building Division II teri\ s-6 Public Works bT/iC '{ Fire Prevention Structural \IC) flf Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 05/03/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 05/31/18 Approved Approved with Conditions ❑ Corrections Required ❑ Denied ❑ (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW ❑ Staff Initials: 12/18/2013 MASTEC NETWORK SOLUTIOn,t�1C Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of )Labor & Industries Page 1 of 2 Search L&I A -Z Index Yelp My MI Workplace Rights Trades & Licensing MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT ERNEST, PRESIDENT DE CARDENAS, ALBERTO IGNACIO, VICE PRESIDENT Pita, George Louis, TREASURER CORPORATE CREATIONS NETWORK, AGENT CAMPBELL, CHARLES ROBERT, VICE PRESIDENT (End: 05/14/2015) Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 806 S Douglas Rd, 11th Floor Attn: Amarilis Cedeno CORAL GABLES, FL 33134 866-545-1782 Business type Corporation Governing persons ROBERT APPLE ALBERTO DE CARDENAS; GEORGE PITA; GEORGE L PITA; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MASTENS876KN Effective — expiration 05/14/2013— 05/14/2019 Bond Travelers Cas and Surety Co of America Bond account no. 105848234 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05/14/2013 04/26/2013 Expiration date Until Canceled Insurance Ace American Insurance Company $2,750,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 6/6/2018 MASTEC NETWORK SOLUTIONS INC Policy no. XSLG2787017a Received by L&I Effective date 09/01/2017 09/15/2017 Expiration date 09/15/2018 r Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 011,664-04 Doing business as MASTEC NETWORK SOLUTIONS INC Estimated workers reported N/A L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@Ini.wa.gov Account is closed. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 05/30/2017 Inspection no 317945101 Location 22263 68th Ave S Kent, WA 98032-1914 Inspection results date 04/27/2016 Inspection no 317940066 Location 18315 9th St E. Sumner, WA 98390 No violations No violations Page 2 of 2 c? Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Wash^ngton. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 6/6/2018