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HomeMy WebLinkAboutPermit D16-0010 - AT&T MOBILITY - ANTENNASAT&T MOBILITY 16500 SOUTHCENTER PKWY EXPIRED 11/06/16 D16-0010 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 DEVELOPMENT PERMIT 6437300020 Permit Number: 16500 SOUTHCENTER PKWY Project Name: AT&T MOBILITY Issue Date: Permit Expires On: D16-0010 5/10/2016 11/6/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: CHA SOUTHCENTER LLC 16500 SOUTHCENTER PARKWAY , SEATTLE, WA, 98188 RONNIE HYDE Phone: (562) 900-3698 16780 AGATE POINT RD NE , BAINBRIDGE ISLAND, WA, 98110 MASTEC NETWORK SOLUTIONS INC Phone: (866) 545-1782 806 S DOUGLAS RD 11TH FLOOR , MIAMI, FL, 33134 MASTENS876KN Expiration Date: 5/14/2017 MASTEC NETWORK SOLUTIONS INC Address: 806 S DOUGLAS RD 11TH FLOOR , MIAMI, FL, 33134 DESCRIPTION OF WORK: REMOVE (6) EXISTING ANTENNAS AND REPLACE WITH (6) NEW ANTENNAS. ADD (6) ADDITIONAL RRH'S ALL ON EXISTING UNISTRUT MOUNTS. INSTALL (1) NEW LTE CABINET ON PLINTH ON EXISTING EQUIPMENT PLATFORM. Project Valuation: $18,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Fees Collected: $757.78 Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE 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: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No 0' Permit Center Authorized Signature: j 4i1 (. � �G�� Date: v I 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 conditions attached to this permit. Signatury— yta!"�-- Date: Print Name: 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: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 11: Applicant shall provide an emergency shut off for both A/C and D/C power to the antenna array. Equipment room shall have fire alarm installed and tied into the main building fire alarm panel. This can be a condition of approval for the corresponding building permit, D16-0010. Contact the Tukwila Fire Marshal at (206)575- 4407 with any questions regarding this requirement. 12: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUA _LA 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: '1 (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.: 643730020 16500 Southcenter PKWY. Tukwila, WA 98188 Tenant Name: AT&T Mobility PROPERTY OWNER Name: Ronnie Hyde Name: CHA Southcenter, LLC City: Bainbridge Island State: WA Zip: 98110 Address: 16500 Southcenter PKWY Email: ronnie.j.hyde@inte-grat-ed.cotn City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Ronnie Hyde Address: 16780 Agate Point Rd. NE City: Bainbridge Island State: WA Zip: 98110 Phone: (562) 900-3698 Fax: Email: ronnie.j.hyde@inte-grat-ed.cotn GENERAL CONTRACTOR INFORMATION Company Name: Mastec Network Solutions Address: 4401 Northside PKWY STE 600 City: Atlanta State: GA Zip: 30327 Phone: Fax: Contr Reg No.: MASTENS876KN Exp Date: 05/14/2017 Tukwila Business License No.: H:\Applicalions\Forms-Applications On Line \2011 Applications\Pcrmit Application Rcviscd - 8-9-1 I.docx Rcviscd: August 2011 bh Suite Number: N/A Floor: N/A New Tenant: ❑ Yes VI..No ARCHITECT OF RECORD Company Name: Integrated Design Services Group Architect Name: Jon Boutilier Address: 2200 E. Williams Field Rd. 2nd floor Suite 2 Cit': Gilbert State: AZ Zip: 85295 Phone: (602) 769-9068 Fax: Email: jon.b.boutilier@inte-grat-ed.com ENGINEER OF RECORD Name: Company Name: AMMTec Consultants Nt 2--J02/ . .o /07)0--G_ Engineer Name: Alan Money t` Address: 2447 West 12th Street Suite #1 City: Cit': Tempe State: AZ ------------- Zip: 85281 Phone: (480) 927-9696 Fax: Email: alan@ammtec.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 1�TV-+` Nt 2--J02/ . .o /07)0--G_ Address: 5 t` 6-`. CO,— ,ae.,ry City: State: Zip: Page 1 of4 BUILDING PERMIT INFORMATI - 206-431-3670 Valuation of Project (contractor's bid price): $ 18,000 Describe the scope of work (please provide detailed information): Remove (6) existing antennas and replace with (6) new antennas. Add (6) additional RRH's all on exising unistrut mounts Install (1) new LTE cabinet on Plinth on existing equipment platform. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes 0.. 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 0 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? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit 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 1' Floor 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 0 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? 0 Yes 0 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 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): 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 ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. 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") 0 ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ El ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities O ...Frontage Improvements ❑ ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut O .. Pavement Cut ❑ .. Looped Fire Line 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation 0 .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # O ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 11. FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water ❑ ...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:\Applicat ions \Forms -Applications On Line \2011 Applications \Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES - 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 AU HO IZED AGENT: Signature Date: Print Name: Ronnie Hyde Day Telephone: (562) 900-3698 Mailing Address: 16780 Agate Point Rd. NE Bainbridge Island WA 98110 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS I ACCOUNT I PermitTRAK QUANTITY I PAID $939.52 D16-0009 Address: 5711 S 152ND ST BLDG 1 Apn: 1157200370 $469.76 DEVELOPMENT $447.60 PERMIT FEE R000.322.100.00.00 0.00 $443.10 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $22.16 TECHNOLOGY FEE R000.322.900.04.00 0.00 $22.16 D16-0010 Address: 16500 SOUTHCENTER PKWY Apn: 6437300020 $469.76 DEVELOPMENT $447.60 PERMIT FEE R000.322.100.00.00 0.00 $443.10 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $22.16 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R8421 0.00 $22.16 $939.52 Date Paid: Tuesday, May 10, 2016 Paid By: INTEGRATED DESIGN SERVICES GRO Pay Method: CREDIT CARD 021159 Printed: Tuesday, May 10, 2016 10:12 AM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila Receipt Number R7270 DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $576.04 D16-0009 Address: 5711 S 152ND ST BLDG 1 Apn: 1157200370 $288.02 DEVELOPMENT $288.02 PLAN CHECK FEE R000.345.830.00.00 0.00 $288.02 D16-0010 Address: 16500 SOUTHCENTER PKWY Apn: 6437300020 $288.02 DEVELOPMENT $288.02 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R7270 R000.345.830.00.00 0.00 $288.02 $576.04 Date Paid: Friday, January 08, 2016 Paid By: INTEGRATED DESIGN Pay Method: CHECK 1682 Printed: Friday, January 08, 2016 12:51 PM 1 of 1 rIPRITIFfSYSTEMS PROJECT DESCRIPTION, ., .,r;cai / t . �- l!� .,,-.)1!ng •1,� [C x'33 Piping r� r , r'r,� r f�•I <:' � rr _ `d ` plans P .hot.I r pY„^ ,ova! froom, the i f t , Fannin livisia1 i Of C ���� � '� •• i r `approved By: �7"Ch� W� l h ,at&t at&t Mobility AT&T AMOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 REPLACE (6) EXISTING AT&T ANTENNAS, (2) PER SECTOR. INSTALL (6) NEW AT&T ANTENNAS, (2) PER SECTOR, ON EXISTING ROOF MOUNT TOWER SYSTEM. 3 HEXPORT ANTENNAS, 3 10 PORT ANTENNAS. NEW FIBER & D/C POWER CABLES FROM EQUIPMENT SHELTER TO NEW RRH LOCATION. INSTALL (6) NEW RRH UNITS ON NEW MOUNTS ON TOWER, (2) PER SECTOR. INSTALL (1) NEW LTE PURCELL CABINET ON PLINTH ON EXISTING EQUIPMENT PLATFORM. INSTALL (1) NEW CONVERTOR SHELF AND (1) NEW CONVERTOR MODULE IN EXISTING TE43 LTE CABINET. CONSOLIDATE EXISTING 2 GSM CABINETS INTO ( ) ONE AND REMOVE EMPTY GSM CABINET. THIS SITE IS EQUIPPED WITH (48) MARATHON BATTERIES AND (5) CORDEX 3.1 kw RECTIFIERS. THIS SITE WILL REQUIRE (26) MARATHON BATTERIES AND (5) CORDEX 3.1 kw RECTIFIERS TO MEET AT&T 002-290-347-v9 BBL; RUNTIME REQUIREMENTS. all c,f Tukwila R 1 qis<� F 1 +. 7 DIVISION I_ Mobility {L 0 "`"b�'' ..� til a s T e c PROJECT NUMBER: WAL01865 LTE 3C/4C Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 PROJECT INFORMATION SITE ADDRESS: 16500 SOUTHCENTERWA98188PKWY. ZONING DISTRICT: A URBAN CENTER TUKWILA, WA 98188 EXISTING USE: UNMANNED TELECOMMUNICATIONS FACILITY LATITUDE: 47' 27' 16.1" N NEW USE: UNMANNED TELECOMMUNICATIONS FACILITY LONGITUDE: 122' 18' U" W CONSTRUCTION TYPE: VB JURISDICTION: CITY OF TUKWILA A.P.N. 643730020 ■ SITE NUMBER WA6094 ■ SITE NAME TUKWILA W CONSTRUCTION DRAWINGS DESIGN CONSULTANT inte-grat-ed OE8ION BERVK:EB GROUP 16780 AGATE POINT ROAD NE BDGEISLAND, WA98110 OFFICE:E:(562) 900-3898 - FAX (602) 218-8820 RF DATA SHEET DATE ISSUED: 10/26/15 VERSION: 2.00 16500 SOUTHCENTER PKWY. DRAWING INDEX REV VICINITY MAP APPLICABLE BLDG. CODES AND STANDARDS TUKWILA, WA 98188 10013217-WA6409-T-1 TITLE SHEET 10013217-WA6409-GN-1 GENERAL NOTES 10013217-WA6409-A-1 OVERALL SITE PLAN 10013217-WA6409-A-2 EXISTING ENLARGED EQUIPMENT LAYOUTS 10013217-WA6409-A-3 NEW ENLARGED EQUIPMENT LAYOUTS 10013217-WA6409-A-4 EXISTING & NEW BUILDING ELEVATIONS 10013217-WA6409-A-5 CONSTRUCTION DETAILS 10013217-WA6409-RF-1 EXISTING & NEW ANTENNA CONFIGURATIONS 10013217-WA6409-RF-2 RF & EQUIPMENT DETAILS 10013217-WA6409-E-1 SCHEMATIC GROUNDING PLAN 1 1 1 1 1 1 1 1 1 1 DIRECTIONS: (RTC BUILDING 3: 16221 NE 72nd WAY, REDMOND, WA 98052): HEAD EAST ON NE 72ND WAY TOWARD 164TH AVE NE, 164 FT. TAKE THE 1ST RIGHT ONTO 164TH AVE N, 203 FT. TURN RIGHT AT BEAR CREEK PKWY, 0.3 MI. TURN LEFT AT LEARY WAY NE, 0.3 MI. TAKE THE RAMP ONTO WA -520 W, 5.0 MI. TAKE THE EXIT ONTO 1-405 S TOWARD RENTON, 14.6 MI. TAKE THE SOUTHCENTER BLVD AND MALL EXIT 0.5 MI. SHARP RIGHT AT SOUTHCENTER BLVD, 0.2 MI. TAKE THE 1ST RIGHT ONTO 61ST AVE S, 0.1 MI. TURN RIGHT AT TUKWILA PKWY, 0.2 MI. CONTINUE ONTO SOUTHCENTER PKWY SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. BUILDING CODE: [INTERNATIONAL SITE NUMBER WA6094 PROJECT NUMBER WAL01865 SITE NAME TUKWILA DESTINATION WILL BE ON THE LEFT. BUILDING CODE (IBC), 2012 AS ADOPTED BY THE LOCAL JURISDICTION] ELECTRICAL CODE: SEAL [NATIONAL FIRE PROTECTION ASSOCIATION (NEPA) 70 - 2012, NATIONAL ELECTRICAL LIGHT, NOPBY TOE LOCAL JURISDICTION] LIGHTNINGG PROTECTION ION CODE: [NFPA 780 - 2002, LIGHTNING PROTECTION CODE] SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. et �/' , x.. j� 10013217-W ISIONS 1 No Ch-tr`,^^ ` cht-01 i�'� mido. to the scop � 'r . s r '' Z • • � r n r : r iCr c r ' ovp1 of 1 r. i ...+2 iq Division- -. Y<, .-. f++"1 f �r ,hqp••�� K ._. •;:i i:,�,,. ro a F W bran JLbmlttal • . ''� N"'}. a a _1 ._ n STRANDER BLVD. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, THIRTEENTH EDITION P Rc i -re. _ ANSI/TIA 222-G, STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. � ,, Ss"AP• r 2616 First Review, Second/Final Review Must be within ' - - - - - -,- - TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR 90 Days or this Review Becomes Final. - . 1f - ` . TELECOMMUNICATIONS A. 07 2016 OUTBACK STEAKHOUSE BSP O■1(0� oo r v /� ` SOUTHCENTER PKWY. PROJECT = INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100(RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT EEE C2 NATIONAL ELECTRIC SAFETY CODE, LATEST VERSION TELCORDIA GR -1275, GENERAL INSTALLATION REQUIREMENTS ANSI T1.311, FOR TELECOM - DC POWER SYSTEMS - TELECOM, ENVIRONMENTAL PROTECTION FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL GOVEfZM"WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT THE 'SPECIFIC REQUIREMENT SHALL GOVERN. .r- • ; I� A JAN 0 8 2016 SCAEr il/c ci O SUBCONTRACTOR 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 RESPONSIBLEcc FOR THE SAME. DRAWN BY: CW 1 CHECKED BY: JM I APPROVED BY: JB FA #: 10013217 DESCRIPTION FINAL CONSTRUCTION DRAWINGS RRH UNITS MOVED TO TOWER SITE c=.> m �^ F' au'�) 1 Cc) err 1rc ..:,; - - ...., () tt� . • -.-; a+ -^• --- .. - „a ., • - '•' u �R.EvlE.tNE� FOR CODE COMPLiANC 3 APPROVED ti � 1� ,� `�' �ja - J LU p ` �V W�\ c e� `� u r s ' NW RICHMOND ' 2-! � Duce: /,,, ' � M6 5TTr NORTH DATE SI ? p T,P,ARTICIPANTS y SJ D = n . -- NUMBER NAME BUIL D'(�(�OMtt f N 0 V L.IJ tt l �jl Y V S'ON A/E JON BOUTILIER INTE-GRAT-ED DESIGN SERVICES GROUP 602-796-9068 SAC RONNIE HYDE INTE-GRAT-ED DESIGN SERVICES GROUP 562-900-3698 RF ANNE LE AT&T WIRELESS 425-614-5641 LANDLORD T.B.D. CHA SOUTHCENTER, LLC 206-575-8220 SAC MNGR PAM ROY MASTEC NETWORK SOLUTIONS 425-214-7000 A&E MNGR DANIEL KELLY MASTEC NETWORK SOLUTIONS 425-214-9749 UULC: Knowwhat's UTILITIES UNDERGROUND LOCATION CENTER 1-800-424-5555 OR 811 WWW.CALLBEFOREYOUDIG.ORG/WASHINGTON below. 3 WORKING DAYS UTILITY NOTIFICATION PRIOR TO CONSTRUCTION IF USING 11 "X17" PLOT. DRAWINGS WILL BE AT HALF SCALE. SHEET TITLE TITLE SHEET Call before you dig SHEET NUMBER T-1 DKe• polo GENERAL NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: CONTRACTOR - MASTEC SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) OWNER - AT&T MOBILITY OEM - ORIGINAL EQUIPMENT MANUFACTURE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. DELETED 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. DELETED. 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. ROUTING OF TRENCHING SHALL BE APPROVED BY CONTRACTOR. 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OFF ALL SCRAP MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE (ACI) 301. 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS UNLESS OTHERWISE SPECIFIED. ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. 15. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 25741-000-3APS-AOOZ-00002, "GENERAL CONSTRUCTION SERVICES. 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK MAY NEED TO BE SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. 19. SINCE THE CELL SITE MAY BE ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE MONITORS ARE REQUIRED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. ELECTRICAL INSTALLATION NOTES: 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO CONTRACTOR FOR APPROVAL. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDLA. ELECTRICAL INSTALLATION NOTES CONT.: 4. CABLES SHALL NOT BE ROUTED THROUGH LADDER -STYLE CABLE TRAY RUNGS. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, l4 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS WHERE PERMITTED SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. USE LOW PROFILES TIE WRAPS. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (6 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE SINGLE CONDUCTOR 2 AWG SOLID TINNED COPPER CABLE, UNLESS OTHERWISE SPECIFIED. 13. POWER WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI -CONDUCTOR, TYPE TC CABLE (12 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED. 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO LESS THAN 75'C (90'C IF AVAILABLE). 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (LE., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. 21. LIQUID -TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON -CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. ELECTRICAL INSTALLATION NOTES CONT.: 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. GROUNDING NOTES: 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GESS) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. TESTS SHALL BE PERFORMED IN ACCORDANCE WITH 25471-000-3PS-EG00-0001, DESIGN & TESTING OF FACILITY GROUNDING FOR CELL SITES. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE BRIDGE AND THE TOWER GROUND BAR. 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. 10. MISCELLANEOUS ELECTRICAL AND NON -ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 11. METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 12. GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE (E.G., NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. 13. ALL TOWER GROUNDING SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF ANSI/TIA 222. FOR TOWERS BEING BUILT TO REV G OF THE STANDARD, THE WIRE SIZE OF THE BURIED GROUND RING AND CONNECTIONS BETWEEN THE TOWER AND THE BURIED GROUND RING SHALL BE CHANGED FROM 2 AWG TO 2/0 AWG. IN ADDITION, THE MINIMUM LENGTH OF THE CR EWED FOR � TO 10 FEET. CODE COMPLIANCE APPROVED MAY 0 5 2016 mat&t Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 �MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed DESIGN SERVICES t3RO%W 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900.3698 - FAX (602) 218-8820 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 SITE NUMBER WA6094 PROJECT NUMBER WAL01865 SITE NAME TUKWILA SEAL ' Fist Review, Second/Final Review Must be within'. 90 Days or this Review Becomes Final. J1fw07..89I6 Z:v" M O 0 T 1 ■ itt DESCRIPTION FINAL CONSTRUCTION DRAWINGS RRH UNITS MOVED TO TOWER N N 0 r7 W cc 0 SHEET TITLE GENERAL NOTES GENERAL NOTES 1 SHEET NUMBER GN -1 City of Tukwila BUILDING DIVISION LEGEND — SUBJECTBOUNDARY LINE - - — - — - - - RIGHT-OF-WAY F-WAY CENTERLINE ,,,,t1.1 a t&t RIGHT-OF-WAY LINE - - ADJACENT BOUNDARY UNE - Mobility AT&T MOBILITY SECTIONAL BREAKDOWN LINE RTC BUILDING 3 y y OHP 01.1e OVERHEAD POWER LINE •' %P ^ ,'c° BURIED POWER LINE 16221 NE 72nd WAY ; �r j �.. . r y �,, ••t - , y y �1Ir .ki 1, :;,- t. ; d �� { :C '.. v� REDMOND, WA 98052 �,�. a1 4" , 4' 4'/1 +X' •{. 4' 7i-rr ,'.•a r u:rr r 4. BURIED GAS LINE i \ FY'r a }4 PROPERTY LINE I I ol1 c•HT OVERHEAD TELEPHONE UNE CCT n, -. - thA BURIED TELEPHONE UNE --W -w -- W —w — BURIED WATER LINE —„s s s BURIED SANITARY SEWER .: M a S T e C Network Solutions ; ,r M 4 . 350'-0"f ',Pi'',� k .:� �� S it —so =D so-- BURIED STORM DRAIN 1203 114th AVE SE BELLEVUE, WA 98004 — (- ,.,.�p .^ P 3�\ Zo O. , A '. - DITCH LINE/FLOW LINE ROCK RETAINING WALL DESIGN CONSULTANT `-tXISTING PARKING t�y� `+Jr7' G Z J O ! . -r 'i' '�� „1,,,,.. 0` ;u 7 ') -':•j ��3 t VEGETATION LINE X — X — X CHAIN UNK FENCE inte-grat-ed er 3�'•4 �g�y *),a, 4W4' ' ar. r,,s y uu \ , ' {} ,1 c� / H��' ,sir 7 .,, , a N`r '�'�y N• d O d x o na. Q , nM V''' J'c.,".0 W Xi l At � °4'ti 7 0 0 ❑ WOOD FENCE - x — x — x — x — x - BARBED WIRE/WIRE FENCE LJ TRANSFORMER -9- FIRE HYDRANT LIGHT STANDARD L GATE VALVE P � POWER VAULT W WATER METER(562) flE31GN 3ERVICE86ROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE 9003698 -FAX 602 218-9820 ( ) PROPERTY LINE `z, i o 'r+•l'' (� ../g!• a ,^�ILz. - - r+ 1 N °«s- UTILITY Box A FIRE STAND PIPE c, UTILITY POLE 0 CATCH BASIN, TYPE I 5— POLE GUY WIRE W CATCH BASIN, TYPE II 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 APPROX. 255' \ r ' m GAS VALVE o 510N SITE NUMBER WA6094 ` - \ S 3�, Sa -y �y ya f„:,,,,,-1.,:6.,,,,,,,,.-H, / _ u k.i;;;;N, i+'4 :,d' ; ) , / \\ �(,/-7,-,„`i ` y L ` ° ® GAS METER BOLLARD T I TELEPHONE VAULT . MAIL BOX PROJECT NUMBER WAL0A w z” dq �` 4° +'�� 4 3..o. 37' r � 4 criV sr° L. `�jsP �, a �,r r J 3' y `r2a_ 01 4 / {, "�° rt-y PROPERTY TELEPHONE RISER .-'3?. 1 SPOT ELEVATION SITE NAME E n +,,40 SEE o y "ze ra °£% ��+ f i �,„'w LINE a+'- APPROX. 600.05' TUKWILA N 1+4 EQUIPMENT PLAN ..•,, 1 �-tr 1 {! SEAL w X y 5,' '1. o aa' t+ 'r (.., a0 �O ar Tif, 'Y,r slja e ,�' r y•'a �`18 o �- ,0= N; ; u v 0 1� '„n,,, e! t 1 NOTE: a d i y� �i,a ALL PROPOSED AT&T ANTENNA, ,.v4,;:::•; 3•,a•_, ... ` MOUNTING HARDWARE AND ,r 4 ''�' 201'-3” -y EQUIPMENT TO BE PAINTED TO EXISTING �. 1 SETBACK 6 1 MATCH EXISTING. _ f l g� f� 1 A.l >t 1 aw PARKING Y ' �q kil y� Q air 3 b 1W4 A Y J___ ei VJ CC SEE ANTENNA . �-1`2''' First PLAN {,,,0`' a„° � � 90 Days or this Review Becomes Final. x PROPERTY LINE li N�`t� 2076 J � ! IJ Z APPROX. 197.67' ti urs REVIEWED FOR Lli T CODE COMPLIANCE ' g' ° ��' � Q No 6 o 'Sift , — EXISTING / % w 1O N x 4, a y EXISTING N �j BUILDING N `° ' \N';!%1a g _R,a'. MAY 0 5 2416 m Lu r Z z qa 3 O ' % BUILDING o O i �j o z it 7 % f jFyti a. a , wa` d _�_ ✓r t� 'l .. co O 1- .., say, a a _ 3ta4 ¢ M zo 0 Lr i �' �sar` k Y- '' �:r - City of Tukwila —' P Z � , �r ± + P' ,: `^"1 --- m Ce z v, * {.� � o= . BUILDING DIVISION ~ 4T+1 t 1 0 J 4 :` 4 i 4 ' TL# 64373 0020 ,\-ri'%,,, w 1 r Z Li _ ct CC � o ,� Ci i o ,� i `.'� 0 �'Lli4 r� ' o i V7eP,y c � J ,�E � � r `�' P, �i�' � �. 1,0 Le) \ LO \ J LVf « � ,.�' Af °i `fie ,./' dii .{,a t n Ci rVr `.'L o Ci ° �t ,a 1'�r+Y —P, a� 0,-..., r ° • o `-S j wF' Yi` • %. �. tC. 04' U 0] IW— ,- n '\uti':J' �,��c' \.f4J' \, i �i ,. . . �l� tk`ca ,1y/ �,L /,h�� j r\� (( 'J' 1 L(f a 5�3 \J-+7t%tN5 c Ski ,1'ixs a �i N 5 V '\�h^F r _ v., ��/'1i' IlliZ\ Z 0 ,- J'.r EXISTING BUILDING7 _ PROPERTY LINE / Know what's .for below. call before you dig O G O APPROX. 350' 1-800-424-5555 SHEET TITLE OVERALL SITE PLAN /i(31W EXISTING FULL SCALE 1” = 40' SNEET ONO 81.4÷1.4_1„4_40' 40' 0 a0' 80' d BUILDING7 SHEET NUMBER NORTH HAL sNES uN LE 1" = 80' OVERALL SITE PLAN 1 *,-1 27'-4" (E) EQUIPMENT PLATFORM /,,,W/7 /////1/ r - EXISTING ROOFTOP PARAPET /// (E) TE40 BBU CABINET W/ (20) MARATHON BATTERIES (E) GSM CABINET (E) GSM CABINET TO BE CONSOLIDATED AND REMOVED (E) AT&T PLATFORM (E) FIBER BOX rL F N / EXISTING ROOFTOP \ EXISTING EQUIPMENT LAYOUT L --J (E) LTE 94212 CABINET MOUNTED TO POST ON UNISTRUT (E) UMTS CABINET (E) LTE GPS ANTENNA (E) UMTS GPS ANTENNA (E) TE41 ARGUS PDU W/ (8) MARATHON BATTERIES (E) TE40 BBU CABINET W/ (20) MARATHON BATTERIES (E) AC PANEL (E) HOFFMAN BOX (E) STEP DOWN TRANSFORMER (E) TE43 LTE CABINET (E) CABLE TRAY REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 City of Tukwila BUILDING DIVISION NORTH mat&t Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 •:-MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed DESIGN SERVICES GROUP 18780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 SITE NUMBER WA6094 PROJECT NUMBER WAL01865 SITE NAME TUKWILA SEAL first Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. 07- e016 m 0 0 cc Q 0 w 0 U w 2 Z 0 0 u.. DESCRIPTION FINAL CONSTRUCTION DRAWINGS RRH UNITS MOVED TO TOWER N N 0 N 0 FULL SCALE 1/2" = 1'-0" (22834 SHEET ONLY) 4' 2' 0 2' 4' HALF SCALE 1/4" = 1'-0" (11817 SHEET ONLY) SHEET TITLE EXISTING ENLARGED EQUIPMENT PLAN SHEET NUMBER A-2 EQUIPMENT PLA NEW EQUIPMENT LAYOUT • jr'i / i 27'-4" (E) EQUIPMENT PLATFORM '. • EXISTING ROOFTOP PARAPET (E) TE40 BBU CABINET IN/ (20) MARATHON BATTERIES (E) GSM CABINET W/ CONSOLIDATED EQUIPMENT (N) PURCELL LTE CABINET ON PLINTH, INSTALL (N) 3C/4C RADIO CARDS, (E) FIBER BOX (E) AT&T PLATFORM EXISTING ROOFTOP 12'-9" - 1T (E) LTE 9412 CABINET MOUNTED TO POST ON UNISTRUT (E) UMTS CABINET (E) LTE GPS ANTENNA (E) UMTS GPS ANTENNA (E) TE41 ARGUS PDU IN/ (8) MARATHON BATTERIES (E) TE40 BBU CABINET W/ (20) MARATHON BATTERIES (E) AC PANEL (E) HOFFMAN BOX (E) STEP DOWN TRANSFORMER (E) TE43 LTE CABINET INSTALL (1) CONVERTER SHELF & (1) CONVERTER MODULE (E) CABLE TRAY REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION NORTH mat&t Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 --MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 <1111 inte-grat-ed DESIGN CONSULTANT OESIGN SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 SITE NUMBER WA6094 PROJECT NUMBER WAL01865 SITE NAME TUKWILA SEAL "First Review, Second/Final Review Must be within• 90 Days or this Review Becomes Final. pel D7, EOM u. DESCRIPTION FINAL CONSTRUCTION DRAWINGS RRH UNITS MOVED TO TOWER N to O 0 FULL SCALE 1/2" = 1'-0" (223(34 SHEET OHLT) 4' 2' 0 2' 4' 1..' HALF SCALE 1/4" = 1'-0" (11x17 SHEET ONLY) SHEET TITLE NEW ENLARGED EQUIPMENT LAYOUT SHEET NUMBER A-3 (E) SURGE SUPPRESSOR (E) AT&T ANTENNA (2) PER SECTOR TO BE REPLACED (E) MICROWAVE ANTENNAS (OTHERS) / (E) AT&T ANTENNA ✓ (2) PER SECTOR TO REMAIN (E) RRH UNIT (2) PER SECTOR TO REMAIN (E) EQUIPMENT PLATFORM (E) BUILDING 82'-8" T.O. (E) BUILDING RAD CENTER (E) AT&T ANTENNAS cn cn EXISTING EAST BUILDING ELEVATION mat&t Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 •MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed OESION SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 SITE NUMBER WA6094 PROJECT NUMBER WAL01865 SITE NAME TUKWILA FULL SCALE 3/32" = 1'-0" (]304 SHEET ONLY) 16' 8' 0 4' 8' 12' 24' HALF SCALE (11.17 SHEET pelt 3/64" = 1'-0" (E) SURGE SUPPRESSOR (N) AT&T ANTENNA (2) PER SECTOR (N) RRH UNIT (2) PER SECTOR -ON (N) MOUNT (N) SURGE SUPPRESSOR (E) AT&T ANTENNA (2) PER SECTOR (E) RRH UNIT (E) EQUIPMENT PLATFORM (2) PER SECTOR (E) MICROWAVE ANTENNAS (OTHERS) 71111— I 1I (E) BUILDING 82'-8" T.O. (E) BUILDING 94'-0" RAD CENTER (E) & (N) AT&T ANTENNAS NEW EAST BUILDING ELEVATION REVIEWED FOR CODE COMPLIANCE APPROVED MAY 052016 City of Tukwila BUILDING DIVISION 2 SEAL _. ___._.—._- --.._._-_-_----------- (First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. P44 07, &716 m 0 Lu CL 2 } Lu U Lu U DESCRIPTION FINAL CONSTRUCTION DRAWINGS RRH UNITS MOVED TO TOWER to N LO O M Q O FULL SCALE 3/32" = 1'-0" (22,434 SHEET ONLl1 16' 8' 0 4' 8' 12' 24' HALF SCALE 3/64" = 1'-0" (11x17 SHEET ONLY) SHEET TITLE EXIST NG & NEW BUILDING ELEVATION SHEET NUMBER A-4 NOTE: REFER TO SHEET A-3 FOR FLX16WS CONFIGURATION TO BE UTILIZED. FLX 6WS CABINET FLX 6WS CABINET (STACKED) (STACKED W/ 14" PLINTH) FLX16WS CABINET FLX 6WS CABINET ON/ 14" PLINTH) REAR VIEW DOOR OPENING 6.39" 12.67" NOTES* ALCATEL—LUCENT RRH 1. ALCATEL—LUCENT (ALU) VIA AT&T SUPPLIES RRH, RRH POLE—MOUNTING BRACKET. SUBCONTRACTOR SHALL SUPPLY POLE/PIPE AND INSTALL ALL MOUNTING HARDWARE INCLUDING ALU RRH POLE—MOUNTING BRACKET. ALU INSTALLS RRH AND MAKES CABLE TERMINATIONS. 2. FOR POLE DIAMETERS FROM 6" TO 15", ALCATEL—LUCENT CAN SUPPLY A PAIR OF POLE MOUNTING METAL BANDS WITH BOLTING WELDMENT. 3. NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION LEFT SIDE FRONT DOOR RAIL FACE REAR WALL TOP VIEW ALCATEL—LUCENT SUPPLIED POLE MOUNTING BRACKET (SEE NOTE 2) MIN. 2" O.D. TO MAX. 6" O.D. PIPE, GALVANIZED (SEE NOTE 2) RIGHT SIDE ISOMETRIC VIEW m }at&t v`" Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 {•MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed OESIGN SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 SITE NUMBER WA6094 PROJECT NUMBER WAL01865 SITE NAME TUKWILA SEAL IMO Cli• ISG 0 2016 First Review, Second/Final Review Must be within 90 Days or this Review Becomes Final. ' 07. 2016 DRAWN BY: CW' CHECKED BY: JM' APPROVED BY: JB FA #: 10013217 DESCRIPTION FINAL CONSTRUCTION DRAWINGS RRH UNITS MOVED TO TOWER 'n E.0 Wr- 1— o M N N >G W O •— SHEET TITLE DETAILS & SPECIFICATIONS SHEET NUMBER PURCELL LTE CABINET DETAILS RRH UNISTRUT PIPE MOUNTING DETAIL A-5 414000 AND SCHEDULE PROPOSED COAX CONFIGURATIONMECH. EXISTING COAX CONFIGURATION AND SCHEDULE &t SECTOR A AZIMUTH RADCENTER POS. OF ANT. VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED SECTOR A AZIMUTH RADCENTER POS. OF ANT VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED � J GSM 1900/850 100' 94'-0" Al KATHREIN 742-265 1'/4' 2• YE5 (2) 2-tRICSSON KRY 112 71/2 0 2 7/8" 92'/10V YES GSM 1900/850 100' 94'-0" Al KATHREIN 742-265 1 '/4' 2' YES (K)11121 ;5 �2 0 2 7/8" 92'/100' YES Mobility UMTS 1900/850 100' 95'-0" A2 KATHREIN 742-265 278" 2' YES (2) LGP 21401 0 47/8" 121' YES UMTS 1900/850 100' 95'-0" A2 KATHREIN 742-265 7/8' 2' YES (2) LGP 21401 0 2 7/8" 121' YES AT&T MOBILITY RTC BUILDING 3 LTE 850 CS 125' 95'-0" A3 KATHREIN 80010892 7/2.5' 0' YES NONE 2 FIBER FIBER 0' YES GSM 1900/850 100' 94'-0" A3 KATHREIN 742-265 1'/4' 2' YES (t) 1-ERICSSO KRY 112 71/2N 0 2 7/8" 927100' YES 16221 NE 72nd WAY LTE 1900/700 125' 95'-0" A4 KATHREIN 800-10866 2.5'/7' 0' YES NONE 2 FIBER FIBER 0' YES LTE 1900/700 125' 95'-0' A4 POWERWAVE P65-17- 7 T / 0' YES NONE 2 FIBER FIBER 0' YES REDMOND, WA 98052 SECTOR B AZIMUTH RADCENTER POS OF ANT VENDOR MODEL ELEC. TILT MECH.XLH-RR TILT RET TMA RRH NUMBERCCOF AX COAX 0 LENGTH DIPLEXED SECTOR 8 AZIMUTH RADCENTER POS. OF ANT. VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED �� T GSM 1900/850 220' 94'-0" B1 KATHREIN 742-265 1'/0' -3' YES (1) 015009978 0 4 7/8" 86'/100' YES GSM 1900/850 220' 94'-0" B1 KATHREIN 742-265 1' 0' / -3' YES (1) 1-E15S09P78 0 2 7/8" 86'/100' YES a S e c UMTS 1900/850 220' 95'-0" 82 KATHREIN 742-265 477 -3' YES (2) LGP 21401 0 2 7/8" 121' YES UMTS 1900/700 220' 95'-0" B2 KATHREIN 742-265 477 -3' YES (2) LGP 21401 0 2 7/8" 121' YES Network Solutions LTE 850/WCS 235' 95'-0" B3 KATHREIN 80010892 1.5'/2.5' 2 YES NONE 2 FIBER FIBER 0' YES GSM 1900/850 220' 94'-0" 83 KATHREIN 742-265 170' -3' YES NONE 0 2 7/8" 86'/100' YES 1203 114th AVE SE LTE 1900/700 235' 95'-0" 84 KATHREIN 800-10866 2.5'/1' 2' YES NONE 2 FIBER FIBER 0' YESLTE 1900/700 235' 95'-0" B4 KATHREIN 80010766 0'/0' 2' YES NONE 2 FIBER FIBER 0' YES BELLEVUE, WA 98004 SECTOR C AZIMUTH RADCENTER POS. OF ANT. VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED SECTOR C AZIMUTH RADCENTER POS. OF ANT VENDOR MODEL ELEC. TILT MECH. TILT RET TMA RRH NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED DESIGN CONSULTANT GSM 1900/850 345 94'-0" 01 KATHREIN 742-265 275' 2' YES (KRY2) 2-ERICSSON11271/2 0 4 7/8" 91'/100' YES GSM 1900/850 345' 94'-0" 01 KATHREIN 742-265 2'/5' 2' YES 1RICSSZN (1)-E 0 2 7/8" 917100' YES UMTS 1900/850 345' 95'-0" C2 KATHREIN 742-265 578' 2' YES (2) LGP 21401 0 2 7/8" 121' YES UMTS 1900/850 345' 95'-0" C2 KATHREIN 742-265 5'/B' 2' YES (2) LGP 21401 0 2 7/8" 121' YES inte-grayed LTE 850/WCS 345' 95'-0" C3 KATHREIN 80010892 472.5' 2' YES NONE 2 FIBER FIBER 0' YES GSM 1900/850 345' 94'-0" C3 KATHREIN 742-265 2'/5' 2' YES (1) 11E2105/2 0 2 7/8" 91'/100' YES DESIGN SERVICES GROUP LTE 1900/700 345' 95'-0" A4 KATHREIN 800-10866 2.5'/4' 2' YES NONE 2 FIBER FIBER 0' YES LTE 1900/700 345' 95'-0"04 POWERWAVE P65-17- XLH -RR 7 4' / 2' YES NONE 2 FIBER FIBER 0' YES 16780 AGATE POINT ROAD NE NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 SITE NUMBER * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. NEW ANTENNA SCHEDULE 4 EXISTING ANTENNA SCHEDULE 2 WA6094 (N) RRH UNITS (2) PER SECTOR C4 ON (N) MOUNT LTE �� PROJECT NUMBER NOTE: STRUCTURAL ANALYSIS REQUIRED & DONE BY OTHERS WAL01 B65 SITE NAME TUKWILA (E) AT&T ANTENNA (1) PER SECTOR TO BE REPLACED (E) AT&T ANTENNA (1) PER SECTOR TO BE REPLACED C4 (0) GSM TMA (E) AT&T ANTENNA C3 LTE (1) PER SECTOR (2) PER SECTOR GSM TO REMAIN TO REMAIN C2 UMTS j9S� ! q1 (E) UMTS TMA SEAL A]�J, .-( yRW"'cf '4' 4tcg-09, Sips e,G 20/6 `First Review, Second/Final Review Must be wlth(n` 90 Days or this Review Becomes Final. s a. 07. 7016 C3 (E) AT&T C2 WCS n Vi NV ANTENNA (2) PER SECTOR C1 UMTS _ q1 GSM (E) UMTS TMA GSM (2) PER SECTOR AT&T ANTENNA RRH UMTS (1) PER SECTOR C1 GSM PERSECTOR / (2) TO(N) "' (E) RRH UNITS MTS (E) GSM TMA (2) PER SECTOR B4 (1) PER SECTOR TO REMAIN LTE '� TO BE REMOVED �GSM 82 PROVED BY: JB T"' CM M N DRAWINGS TO TOWER (0) UNITS64 \ (2) PER SECTOR LTE \,, 63 WCS ® WCS (N) AT&T ANTENNA 82 (1) PER SECTOR (0) ANTENNA ROOF UMTS © ` (E) ANTENNA ROOF UMTS ;.11. MOUNT B1� `�I LTE GSM (E) SURGE SUPPRESSOR TO REMAIN (1)TOTALMAY REVIEWED FOR CODEwCOMPLIANCE APPROVED 0 5 2016 DRAWN BY: CW I CHECKED BY: JM IAP FA #: 1001; FINAL CONSTRUCTIO RRH UNITS MOVED MOUNT A4 B1, LTE ® (N) SURGE SUPPRESSOR GSMla (1) TOTAL (E) SURGE SUPPRESSOR (1) TOTAL City of Tukwila DATE 1) \ h. N o n N BUILDING DIVISION cc o SHEET TITLE O FULL SCALE 1 /4" = 1'-0" 1 ULseEa7 AL 4'13' 8'w 41 FULL SCALE 1/4" = 1'-0" (2204 SHEET ONLY) 8' 4' 0 4' 8' EXIST NG & NEW ANTENNA CONFIGURATION NORTH ry.0 HALF1SCALE1,11 war 1/8" = i'-0" fi NORTH I J I"1 I I d. F1 I J HALF' SCALE 1/8" = 1'-0" 720002 0.01 SHEET NUMBER NEW ANTENNA CONFIGURATION 3 EXISTING ANTENNA CONFIGURATION '2. st&t ,.. : Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 (TYP.) 1 - OT�a[Y_ Rt CAUTIOlY ,„,._„ .y_ LRACKE- o � 148 7y 0,-.1-1', ;A;. E-A„.(' Msil • Network 1203 BELLEVUE, a s T e c Solutions 114th AVE SE WA 98004 MANUFACTURER: ,r_______, I ”. "I "1 14.8 6.7�t KATHREIN MODEL: 80010892 -- -- - ----\ MANUFACTURER: KATHREIN y -I -I - •I (0 ��II,, 1r11)) WEIGHT: 97 LBS DIMENSIONS: 106" X 14RF X 6.6" FREQUENCY: FREQUENCY: REFER TO RF DATA SHEEP '' ! MODEL: 80010866 WEIGHT: 77,2 LBS DIMENSIONS: 96.1" X 14.8" X 6.7" j. i j a (((e) FREQUENCY: REFER TO RF DATA SHEET - j , j Beyond this point: 14.8 !'. DESIGN CONSULTANT inte-grat-ed DESIGN SERVICEBGROUP 18780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 -FAX (602) 218-8820 Radio frequency fields beyond Radio 1renvency ti this 14.8 this point may exceed the FCC general Public exposure Mime, May air pasha aeons and alta quldWara or %whine In VMdm ananls, rsdb SneuNlty L ....E.71:7-", . —. . r-^,..-. -- - aide at site ' may exceed FCC ruIMI for human exposure. For your. safely, °bay all posted swans andIli silo qultlalinas lor wonting In radia frequency PWi're manta- - - _ ori -- - n -fir. 104 'LIF . \-- -../ 14.8o m .` m - 14.8 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 SITE NUMBER WA6094 NUMBER WAL01865 SITE NAME TUKWILA -111 01111111 1 k { Mr ,. RF oc1 rzr- - p PorroM ISI II tl tl i� RF cr,lN,-oR, r= TcPROJECT IIII� r 1 o .,,7 .-LI-JI - Gd NF .h r �' n o . 7 - Ei.TR :A, I l ACT a �T< i SEAL T c ' la't1`S O , 2126 00 Day.- Revex- _. .r.; Fn,' .: a c . TY � ._.c UMW(' E'.lF^ ICAL zM1 r� e : " TLI'VP ..N.4 Beyond this point: Radio frequency field's at this site e8Ceed the FCC rules ser human exposure. FaauH td oWy aM - - \ -';;Vr ;_LC • _ -, posted Pions and alts caldelrnar lot **Nos In radio bon M y. Mvlroncould :vault fin action* I Y --- „4„:„.....-.,, r REVIEWED FOR CODE COMPLIANCE /per [� {/��[(b ©ODiL COMPLIANCE /r�, �rlj( Ir t�ltryar �r'7�1; L�eY �4�a V as • RF WARNING SIGNAGE 7 NEW LTE 10 PORT ANTENNA DETAIL 6 NEW LTE HEXPORT ANTE+ • DETAILS 5 in GPS ANTENNA (PROVIDED BY AT&T - INSTALLED BY CONTRACTOR) 0.0. �/ 5 �j �` IWIA) 0 �U��J Ciiy[�o Tukwila iia �, 1 BUILDING DIVISION DRAWN BY: CW I CHECKED BY: JM I APPROVED BY: JB FA#: 10013217 DESCRIPTION 11 FINAL CONSTRUCTION DRAWINGS RRH UNITS MOVED TO TOWER 11 1 1/2" X 3'-0" MAX. PROVIDE APPLICABLE PIPE-TO-PIPE GALV. STEEL MOUNTING PIPE 81 . P!!IIIIOIO - -- — --- - CLAMP �- - E1111R1'U IC',. ` L• ry n irI 1--4"I: �. . o r<;.r�rtl M.: COAX GROUND KIT �II t r 1 q pr.a E:i� FRONT - 11' l ,� as : _s OLAR ICE BRIDGE POST COAX CABLE OR SIMILAR POST- FRONT SOLAR / SHIELD :� '! �-1 PIPSURGE RAYCAP "SQUID" DC (AS REQUIRED 11.5" SHIELD s ME p PROTECTOR BY ANTENNA MOUNTING ��_ MANUFACTURER) =�/ � �r OR JQe �� ASS �a` Iii "" TOWERE LEG ��� y� 7� 1" \ i " 10 BE INSTALLED WITHIN 16' OF _ 6 AWG GROUND WIRE TO 4; n ., RRH f��" MOUNTING ppp RADIO UNrr CADWELD ON POST OR RRH _ , s BRACKETS ELEVATION LUG ON GROUND BAR — MOUNTING_.-.i.. �� Y BRACKETS - ��: ,` ii i �� _ I ' - yen vlFy 5 o IEIr =I=I=}=U NOTES: ISD vlEw „ s Tiiile IW- O 11) ,- csj 12/30/15 in �� -rr r.,r-iF-m AIM 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY -=-- . _= oo MANUFACTURER: I - _--. n MANUFACTURER: MOUNTING BRACKET BY MANUFACTURER AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. J _ _ = ALCATEL-LUCENT MODEL RRH2X60-850 ---_ --- 1'-6 3/8" 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR 7 "_-- , MODEL:L-LUCENT RRH4X25-WCS-4R 31.5"2 MOUNT SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH -_-- HE GHT: 18.8" WIDTH: 11.5" c �•- WIDTH:EIGHT: 12" 'SQUID' ¢ O •- HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA, 7.- N. DEPTH: 9.0"FRONT DEPTH: 8.7" WEIGHT: 70 LBS 1400040116-4 -RAYCAP 60-10 MODEL DC6-48-60-18-BF WEIGHT: 32.8 U35 FRONT WEIGHT: 50.0 LBS SHEET TITLE RF & EQUIPMENT DETAILS 3. PROPOSED GPS MOUNTED A MINIMUM OF 10' FROM ANY TRANSMITTING ANTENNAS. 4. LUCENT, 408762045, KS245 35L10, 1:2 GPS SPLITTER, ASSEMBLY. USED FOR LTE GPS WHEN (2) NODE-B's ARE USED. DC SURGE PROTECTOR SHEET NUMBER R F-2 LTE GPS ANTENNA MOUNTING DETAIL4 RRH2x60 850 DETAIL 3 RRH4x25-WCS-4R DETAIL 2 SURGE SUPPRESSOR DETAIL 1 GROUNDING NOTES �______.--"II 7 \�;,�"'.`- 1 : e _ ..._>____0 �6) ` I © ✓ _ 0 / ' 0 CAD WELD (TYP). SEE DETAIL 1/E-2. Q EXISTING ANTENNA GROUND BUS BAR NEAR TOP OF MONOPOLE WITH COAX GROUND KIT. SEE DETAIL 5/E-2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 4/E-2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 3/E-2 FOR COAX GROUNDING. 0 w �--,i �'Ntt _ �*.e': Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 �•= /�+� 0 •/..Network "� • It ^ q `jr �'� --- pi: QQ EXISTING GROUND LEADS AT BASE OF MONOPOLE CONTINUING TO ROOFTOP GROUND RING. (NOT SHOWN — EXISTING IN PLACE) 0 #6 AWG ANTENNA MOUNT GROUND TO ANTENNA •0 •MasTec Solutions 7 0 , ' 1: � j I — GROUND BUS BAR (TYP OF 3) SEE DETAIL 2/E-2. 1203 114th AVE SE BELLEVUE, WA 98004 j ��y % 0 II • t II ' 0 0 EXISTING ROOFTOP GROUND FROM ANTENNA GROUND BUS BAR TO MONOPOLE GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 4/E-2. (NOT SHOWN — EXISTING IN PLACE) DESIGN CONSULTANT / / `j �\ 'I r i /, \ i (mu SCALE 3/B" = 1'-0" FULL SNRT A 4' 2' 0 1' 2' 3' 6' ® #6 AWG RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 2/E-2. inte'grat'ed DESIGN SERVICES GROUP % / \ ,'- NORTH 1 Fi Fl 11----I ., HALF SCALE 3/16" = 1'-0' (1111 SHEET ONLY) 0 #6 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 2/E-2. 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562)900-3699- RN( (602)218-8820 SCHEMATIC ANTENNA GROUNDING PLAN 2 (NOT SHOWN — EXISTING IN PLACE) 16500 SOUTHCENTER PKWY. © #6 AWG GPS ANTENNA TO TIE INTO EXISTING SYSTEM GROUND RING. (NOT SHOWN — EXISTING IN PLACE) 0 #6 AWG EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM GROUND RING. TUKWILA, WAMEM SITE NUMBER WA6094 PROJECT NUMBER WAL01865 t— SITE NAME �— I L-- �— 0 #6 AWG PROPOSED H—FRAME TO TIE INTO EXISTING SYSTEM GROUND RING. (NOT SHOWN — EXISTING IN TUKWILA I _- PLACE) 11 PROJECT CONSTRUCTION MANAGER TO VERIFY #2 SEAL •• F I ----. I r'� �� \ J r--- AWG BARE TINNED GROUND LEAD FROM BASE OF MONOPOLE TO ROOFTOP GROUND RING OR EQUIPMENT GROUND RING. (NOT SHOWN — EXISTING IN PLACE) \ \ I -c r �' 2.---.,11 — T I— ��F;s�� �� J '/ d rL — rr SION 0,6 Al• r I FL r .'1016 -- - "Rrst R eview, Secor d'Final Review Must be within O \\ GENERAL GROUNDING NOTES 90 Days or this Rev'ew Becomes Final. ____ <°^ _.. . ` \N.- 1. ALL DETAILS ARE SHOWN IN GENERAL. TERMS, —'� \•• \\ _ — — ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE m \ J p BS1�qI�Yy�D FORGROUND REVIEWED RUNS, AND OTHER METALLIC COMPONENTS USING WIRES AND CONNECT TO SURFACE m o 3 3 711-77__!Yj L— - 1 CODE COMPLIANCE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING w pvi, 1 rid z O cc o 0 r L J q �y ��}} iz o I,. APPROVED ENDSREQUI AND EXIT FROMNTOWERXORHIELD POLEAT USIINOGH d M DESCRIF NSTRUCTION 'S MOVED 1 I — MFR'S PRACTICES. Tom y7 MAY 0 5 20163. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL .. 0 WIRES SHALL BE COPPER THHN/THWN. ALL GROUND m City of Tukwila WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO 1 CHECKED I O T" ov a Z Z = ix m SOURCE. GROUNDING AND OTHER OPERATIONAL • • A� fns�Pt� (� BUILDING DIVISION REPRESENTATIVE. BE WITNESSED BY NETWORK CARRIER DRAWN BY: CW ^ o GROUNDING ROD NOTES (WHERE APPLICABLE) 5. REFER TO CURRENT NEL; GENERAL ELECTRICAL/' PROVISION AND COMPLY WITH ALL REQUIREMENTS OF \` \ c N csi 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE GROUNDING STANDARDS.LL 6. ¢ o THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT SYMBOL DESCRIPTION SYMBOL DESCRIPTION ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE SHEET TITLE WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2. A 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE FULL SCALE 1/2" = 1'-0" ("" SHEET °'-» . ? 4' F' 2 ® COPPER GROUND ROD ►,1 TEST WELL • CADWELD CONNECTION ENE GROUND BAR APPROVAL OF DESIGN BY AUTHORIZED AT&T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING SCHEMAT C GROUNDING PLAN MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/CSHEET SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. .1 1 __,. 1/4"= 1.-0" H'Q7 SIDE SPLICE CADWELD 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY NUMBER NORTH SHEET ■ ft t DIFFICULTIES INSTALLING GROUNDING SYSTEM '1 SCHEMATIC GROUNDING PLAN 1 INTO EXISTING �G,, FIELDVGROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. E- • NOT USED 11 NOT USED 10 NOT USED 9 NOT USED NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL c NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL 8Y ANTENNA CONTRACTOR (CADWELD TYPE–GL) NEW 4"x 24" 1/4" thk COPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O°0 0 00 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 C_ 0 24" FIELD VERIFY #2 SOUD BARE TINNED COPPER WIRE CADWELD (TYPE–GL) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 NOT USED 7 NOT USED 6 GROUND BAR City of Tukwila BUILDING DIVISION mat&t Mobility AT&T MOBILITY RTC BUILDING 3 16221 NE 72nd WAY REDMOND, WA 98052 •1MasTec Network Solutions 1203 114th AVE SE BELLEVUE, WA 98004 DESIGN CONSULTANT inte-grat-ed DESIGN SERVICES GROUP 16780 AGATE POINT ROAD NE BAINBRIDGE ISLAND, WA 98110 OFFICE: (562) 900-3698 - FAX (602) 218-8820 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 SITE NUMBER WA6094 PROJECT NUMBER WAL01865 SITE NAME TUKWILA SEAL First Review, Second/Final Review nni-Jsf be within 90 Days or this Review Becomes Final. ten. 07. PQ/6 _ _ _ _ COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER #6 AWG FROM ANTENNA CABLE GROUND KIT 0 0010 l0 i00x00 •TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO BUILDING SERVICE GROUND OR GROUND RING NOTE: GROUND BARS AT BOTTOM OF SHALL ONLY USE EXOTHERMIC — GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO - METAL TOWER/MONOPOLE TOWERS/MONOPOLES STRUCTURE WELDS. ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KR (TYPICALLY) 12" TO 24" 120" MAX. #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 & 2 CABLE CONNECTOR NOTFS; 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO–PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. COAX JUMPER (TYP.) TO ANTENNAS CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 ANTENNA CABLE TO BTS EQUIPMENT (TYP.) WEATHERPROOFING KIT (TYP.) GROUND KIT (TYP.) #6 AWG ISOLATE FROM TOWER HALO w/ #2 TO LOWER TOWER BUS BAR COPPER ANTENNA GROUND BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF MONOPOLE OR UTILITY POLE )DOTES TO GROUND RING DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO–PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. TYPE TA TYPE VN TYPE VV TYPE VS TYPE NQ TYPE VB TYPF SS TYPE PT TYPE GT TYPE GY TYPE OR TYPE RI 02 0 0 cc0 0 a 2 r 00 W S m ce K DESCRIPTION FINAL CONSTRUCTION DRAWINGS RRH UNITS MOVED TO TOWER N in O NT N W Q O SHEET TITLE GROUNDING DETAILS GROUND WIRE INSTALLATION 4 CABLE GROUND KIT CONNECTION 3 GROUND CABLE CONNECTIONS 2 CADWELD GROUNDING CONNECTIONS SHEET NUMBER E-2 Tee CONSUUrAM'S PLLC CONSULTING ENGINEERING SERVICES January 07, 2016 Job Number: AZ -2332.001 Inte-grat-ed Design Services Group LLC 2200 East Williams Field Road 2nd Floor, Suite 200 Gilbert, Arizona 85295 Attention: Jason Malpass FILE Subject: Structural Analysis for Rooftop Installation AT&T's. Antennas and Equipment Site: WA6094 / "Tukwila" 16500 Southcenter Pkwy, Tukwila, WA 98188 WAL01865 LTE 3C/4C, FA#10013217 Dear Mr. Malpass: Propos REVIEWED FOR BADE COMPLIANCE APPROVED MAY 0 5 2016 City efTukwila This letter summarizes our analysis regarding the capacity of an existing monopole for tiiU&d it GID1VIStON AT&T's proposed antennas and equipment installation. Our analysis included a review of current building codes and a comparison of new codes to the codes at the time of the referenced previous design, an analytical review of code differences, a review of numerous site photographs taken during a recent site visit and provided by Inte-grat-ed Design Services, and preparation of this report. We understand that it is proposed to replace add new equipment at the mount so that the mounts will include the following: Proposed Equipment (Location 47° 27' 16.1" N, 122° 18' 38.9" W): 1) (3) Three LTE/WCS Antenna, Manufactured by Kathrein Model 80010892 2) (3) Three 1900/700 Antenna, Manufactured by Kathrein Model 800-10866 3) (3) Three RRH2x40 by Alcatel -Lucent, Model RRH2x60-850 850MHz 4) (6) Three RRH2x60 850 by Alcatel -Lucent, Model RRH2x60-850 850MHz 5) (3) Three RRH4x25 WCS-4R by Alcatel -Lucent, Model B25 RRH4x25-WCS-4R 6) (1) Surge Suppressor by Raycap, Model DC2-48-60-9E Cc:Y 0" 'ri i iLA JAN 0 8 2016 PERMIT CENTER Previous Building Code Requirements: 2009 Seattle Building Code and ASCE 7-05 (Minimum Design Loads for Building and Other Structures) for a 3 -second gust wind speed of 85 mph (ASCE Table 1609.3.1). Current Building Code Requirements: Washington State and 2012 International Building Codes, and ASCE 7-10 for a 3 -second gust wind speed of 110 mph. Using allowable stress design method of load calculations the design value for wind is sgrt(0.6(1102)) mph or 85.2 mph (Section 2.4.1 equation 5). 2447 W 12th Street, Suite 1 Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 WA6094 SA with Increased Antennas on Monopole DIIo' 0010 1 } January 7, 2016 Job Number: AZ -2332.001 Impact of Installation: AMM'iW OIVNtiIMAM'1' The proposed antennas will be installed at the same elevation as the existing equipment and have been calculated to have an increase in the total wind force from 939 lbs to 1,128 lbs and the moment acting on the monopole from 11.3 ft -lb to 13.5 ft -lb which increases both the wind forces and the moment acting on the pole by 20% which is significant. However, based on the calculations the pole and related mounts have sufficient capacity to support the new loads. Relative to the capacity of the pole and mounts, the additional load due to wind and weight is considered to be relatively light. Based on the above, the proposed antenna addition is insignificant and does not impact the structural integrity of the monopole. Please note that calculations are based on a minimum pole diameter of 12 inches with a minimum thickness of /4 inch and a maximum length of 12 feet. Conclusions: The replacement equipment weight and configuration alteration is insignificant to the overall project loading conditions. We therefore conclude that the existing monopole can support the AT&T installation as presented on the Inte-grat-ed plan (refer to Site: Tukwila, Site Number: WA6094, Project Number: WAL01865 LTE 3C/4C). During field installation the pole dimensions and lengths should be measured and it should be documented that project minimums as described above have been met. We trust that this provides you with the necessary information at this time. If you have any questions regarding the investigation, please contact our office. Respectfully submitted, Alan E. Money P.E. Senior Engineer WA6094 SA with Increased Antennas on Monopole Page No 2 CONI UUJV'FS Structural Calculations for At&t Mobility PNW Tukwila 16500 Southcenter Pkwy, Tukwila, WA 98188 Basis of Design 1 Calculation of Design Wind Loads & Effective Projected Areas 2 Seismic Calculations 3 Average Equipment Sizes 4 Structural Calculations 5 January 07, 2016 AIIM TI CONSULTANTS 2447 W 12th Street, Suite 1 Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 f AMMIN CoNsuiJrrs GENERAL NOTES & BASIS OF DESIGN 1. BUILDING CODE TIA-222-G 2. GRAVITY DESIGN: Pool and Appurtunances EXPOSURE B 3 SECOND WIND GUST 110 (mph) Sail Cloth Ventilation Reduction: Seismic Design Category = Risk Category = I= N/A D 11 1.0 Live Load: 20 (psf) Dead Load: 15.00 (psf) Ice Thickness 0 (in) 3. SOILS: Soil bearing pressure Minimum footing depth 12 (inches) Unless local conditions are greater 1,000 psf Soil lateral bearing pressure 100 psf CONCRETE 1. CODES AND STANDARDS. Comply with the following Codes: A. ACI 318, "Building Code Requirements for Reinforced Concrete". B. ACI 347, "Recommended Practice for Concrete Form Work". 2. MATERIALS shall conform to the following: A. Cement; ASTM C150, Type V, Portland Cement. B. Hard rock aggregates: ASTM C33 Lightweight aggregates: ASTM C330 C. Water shall be potable. 3. MIX DESIGNS: A. The maximum slump shall be 4" w/o plasticizer added. B. Use pea gravel and/or plasticizer in congested areas. D. Air entrainment: ASTM C260 E. Fly ash: ASTM C618 F. Calcium chloride SHALL NOT be used. C. Limit fly ash to 20% of the total cement. D. Concrete mixes shall conform to the following: Type of Concrete Member 28 Day Strength (psi)* W/C Ratio Dry Weight (pcf) Max Aggregate Size (inches) Entrained Air (%) Min Cement Per CY (lbs) Footings & Slabs on Grade 2,500 0.45 150 3/4 3 ±1 517 *(Special Inspection not required) 4. CONSTRUCTION: 5. FOOTINGS: A. Mechanically vibrate concrete during placement. B. Center footings on structure above, UNO. C. Exterior footings to be embedded a minimum depth. STEEL 1. CODES AND STANDARDS. Comply with: A. CRSI "Manual of Standard Practice". B. ACI "Detailing Manual", ACI 315 (or SP -66). Reinforcing: 60 ksi A-615 - Grade 60 Roof Decking: 50 ksi A-792 - Grade 50 Bolts ASTM A36, ASTM A307 as specified on details 3. CONSTRUCTION: HSS Tube: Pipe: 46 ksi A -500 36 ksi A-501 A. Detail, bolster, and support all rebar. Tie bars securely with proper clearances before casting concrete. B. Use rebar free flaky rust, grease, dirt, and other materials, which affect bond. C. Minimum lap splices (inches): Bar # #3 #4 #5 #6 Inches 16 20 24 33 D. Make cold bends. DO NOT use heat. DO NOT re -bend a previous y bent bar. E. Minimum concrete cover: (securely position and anchor rebar prior to pour) Cast against and permanently exposed to earth Slabs -On -Grade (SOG) F. DO NOT weld reinforcing unless specifically noted. 3 (inches) Center of slab, UNO CLIENT: PROJECT: At8tt Mobility PNW Prepared By: AEM Tukwila WAL01865 LTE 3C/4C, WA6074 18500 Southoontor Pkwy, Tukwila, WA 98188 Date: 01/07/16 7 W 12th Street, Suite 1 Tempe, AZ 85281 Phonc: (480) 927-9696 Fax: (480) 927- 4MMTi CONSULTANTS Calculaton of Design Wind Loads - Main Force Resisting Systems Height of Crest above Surrounding Terraine = Height Attenuation factor (f) = Height Above the Ground at the Base (z) = Velocity Pressure (qZ) TIA - 222 - G/IBC 2012 ft Exposure: C (Table 2 - 5) [40] Risk Category: II 3s Wind Gust (mph): 110 1.0 1.25 1.0 Where: qZ 0.00256*kz*kzt*kD*V2*I (S 2.6.9.6) [25] kZ 2.01(z/zg)(2/a) (T 2 - 5) [40] zg 900 (T 2 - 5) [40] a= 9.5 (T 2 - 5) [40] kZ 2.01(z/zg)(2/a) = 0.48 kz(min) 0.85 (T 2 - 5) [40] kzt= (1+ (ke*k )/kh)2 (S 2.6.6.4) [14] ke 1.0 (T 2 - 4) [40] . k1= 0.4 Topo Factor - 1 (S 2.6.6.4) [ 14] kz,= kh= 3.5 2.718^(1.25*1/1) (S 2.6.6.4) [14] 1.3 kD 0.95 (Table 2 - 2) [39] (Tubular Pole Structure) V= 110 mph 1= 1.0 qz= 0.00256*0.85*1.3*0.95*110^2*1= 31.56 psf Gh= (S 2.6.7.3) [15] 1.10 Gh= 1.14 To Account for Appurtenances Effective Projected Area (EPA) (EPA), - Pole Structure (EPA)A - Appurtunances Pole Structure Ap = h*D h = 12.0 ft D = 12.000 in Ap = 12.0 ft C=1kz,kz^(05)(V)(D) = 49.975 32<C<64 Cr= 0.77 (Table 2-7) [41] (EPA), = CfAP 0.77*12 = 9.24 ft2 (S 2.6.9.1.2) [19] Force on Pole Structure Fst= qz*Gh*(EPA)S 332.4 lbs (S 2.6.9.1) [17] 3xisting Antennas/Eqp AAI = h*w h = 27.7 in w = 6.1 in ALt = 1.2 ft (EPA)AI Existing Antennas/Eqp ALTotai = 15.3 ft2 Force on Antennas/Eqp FA = q,*Gh*(EPA)A 551.0 lbs (S 2.6.9.2) [20] Add 10% for Mount 606.1 'roposed Antenna Eqp AA2 = h*w h = 24.0 in w = 6.9 in AL2 = 1.1 ft` (EPA)A For Antenna/Eqp ALTotal = 20.6 ft2 Force on Antenna/Eqp FA= qz*Gh*(EPA)A 740.0 lbs (S 2.6.9.2) [20] Add 10% for Mount 795.1 Existing Force = 939 lbs (S 2.6.9) [17] New Force = 1128 lbs Increase In Force = 20.1% Existing Moment = 11.3 kip -ft Increase In Moment = 20.1% New Moment = 13.5 kip -ft CLIENT: At&t Mobility PNW PROJECT: Tukwila Prepared By: AEM 16500 Southcenter Pkwy, Tukwila, WA 98188 Date: 01/07/16 2447 W 12th Street, Suite I Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 7111 CON6ULTAINT6 TIA 222-G Requirements - Equivalent Lateral Force Procedure IBC Earthquake Loads Site Classification Soil Site Class = Site Coefficients Ss = = Si = = Fa = = Fv= = SMS = SMl = L 1 D 0.185 0.06 1.6 2.4 USGS-Provided Output 16500 Southcenter Pkwy, Tukwila, WA 98188 Ss = 0.185 g SMS = 0.296 g SDS 0.197 g Si = 0.06 g SM1 = 0.144 g -.)1= 0.096 g REFERENCE IBC/CBC Table 1613.5.2/1613A.5.2 Mapped Spectral Accelerations: Short P USGS Report Mapped Sectral Accelerations: 1 sec Pe USGS Report Site Coefficient USGS Report Site Coefficient USGS Report 0.296 Max Spectral Accelerations: Short Perk USGS Report 0.144 Max Spectral Accelerations: lsec Perioi USGS Report Design Spectral Response Acceleration Parameters SDS = SDI = SDC = D] Seismic Design Category USGS Report 0.197 5% Damped Spectral Acceleration: Sho USGS Report 0.096 5% Damped Spectral Acceleration: 1 se USGS Report Equivalent Lateral Force Procedure T = Ct hot = Ct = x= hn = R= TL = Cs = Ds/[R/I] = where; Cs > Cs > St/[R/1] = Cs < /T[R/I] = Cs <'T2[R/1] = Design Value Cs = W= V= 0.129 0.020 0.750 12.00 1.500 6.000 Fundamental Period Period Parameter Period Parameter Structure Height Response Modification Factor Long -Period Transition Period 0.132 Seismic Response Coefficient 0.030 0.032 0.496 23.094 0.132 0.0001 Lower Limit Lower Limit for St > 0.6g Upper Limit for T < TL Upper Limit for T > TL Weight of Structure (kips) IBC/CBC Table 1613.5.6(1) & 1613A.5.6(2) ASCE 7-10 Eqn. 12.8-2 ASCE 7-10 Table 12.8-2 ASCE 7-10 Table 12.8-2 ASCE 7-10 Table 15.4-2 ASCE 7-10 Figure 22-12 ASCE 7-10 Eqn. 12.8-2 ASCE 7-10 Eqn. 15.4-1 ASCE 7-10 Eqn. 15.4-2 ASCE 7-10 Eqn. 12.8-3 ASCE 7-10 Eqn. 12.8-4 CsW = 0.000 Equivalent Seismic Base Shear (kips) ASCE 7-10 Eqn. 12.8-1 Fwind = 0.94 Wind Base Shear (kips) : Lateral Wind Shear > Seismic Base Shear : Wind Controls Design CLIENT: At&t Mobility PNW PROJECT: Tukwila Prepared By: AEM 16500 Southcenter Pkwy, Tukwila, WA 98188 Date: 01/07/16 2447 W 12th Street, Suite 1 Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 Antenna Type Model Number H (in) W (in) D (in) Weight w/brkts (lbs) Weight w/o brkts (lbs) at&t integrated LTE 1900/700 antenna 96 96.4 12.2 12.7 126 115 Kathrein GMS 850 742-265 75.4 10.3 5.5 65 50.7 Kathrein GSM 1900/850 742-265 75.4 10.3 5.5 Raycap Surge Protector 50.7 Kathrein LTE 1900/700 800-10764 98.8 11.8 6 76 71.6 Andrew UMTS 1900/850 DBXNH-6565B-R2M 72.7 11.9 46.3 Kathrein WCS 80010866K 96 11.8 6 61.7 Kathrein WCS/GSM 850 800-1010865 78.3 14.8 6.7 70.5 66.1 KMW LTE 1900/700 TE-X-UW-70-16-70-18-iR-AT 73.8 11.8 65 KMW LTE 700 AM -X -CD -17 -65 -00T -RET 96 11.8 5.9 60 Powerwave LTE 700 (P65 -17 -XLH -RR) 96 12 6 70 59 Kathrein LTE 1900/700 80010865K 75.6 14.8 6.7 66 deSpectra AM -X -CD -16 -65 -00T -RET 72 11.8 5.9 48.5 Commscope SBNHH-1D65B 72 11.9 7.1 50.71 Kathrein GSM 1900 742-264 51.8 10.3 5.5 36.4 Commscope SBJAH4-1D65B-DL 72.8 13.7 8.2 58 CCI TPA-65R-LCUUUU-H8 96 14.8 8.6 75 Powerwave LTE 1900/700 (P65 -17 -XLH -RR) 96 12 6 70 59 Alcatel - Lucent RRH RRH2x60-850 18.8 11.5 9 50 Alcatel - Lucent RRH RRH4x25-WS-4R 31.5 12 8.7 70 Alcatel - Lucent RRH RRH2x40-AWS 24 11.5 6 52 Alcatel - Lucent RRH Existing Average Area Kathrein GMS 850/1900 742-265 75.4 10.3 Powerwave LTE 1900/700 (P65 -17 -XLH -RR) 96 12 GMS 1900/850 742-265 8.7 12 UMTS 1900/850 742-265 8.7 12 Alcatel - Lucent RRH RRH2x60-850 18.8 11.5 Alcatel - Lucent RRH RRH2x40-AWS 24 11.5 Raycap Surge Protector DC6-48-60-18-8F "Squid" 24 11 Total = Average = 360.2 2 2 2 2 2 2 1 79.6 13 27.7 6.1 New Average Area Kathrein LTE 850/WCS 800-1010865 78.3 14.8 Powerwave LTE 1900/700 (P65 -17 -XLH -RR) 96 12 Kathrein GMS 850/1900 742-265 8.7 12 Kathrein UMTS 850/1900 742-265 8.7 12 Alcatel - Lucent RRH RRH2x40-AWS 24 11.5 Alcatel - Lucent RRH RRH2x60-850 18.8 11.5 Alcatel - Lucent RRH RRH2x60-850 18.8 11.5 Alcatel - Lucent RRH RRH4x25-WS-4R 31.5 12 Raycap Surge Protector DC6-48-60-18-8F "Squid" 24 11 ota1= 431.4 123. Average = 24.0 6.9 2447 W 12th Street, Suite 1 Tempe, AZ 85281 Phone: (480) 927-9696 Fax: (480) 927-9797 2 2 2 2 2 2 2 2 2 18 Calculate Sum of Moments 4MMTh CONSULT Total Height Pole AGS= Mid point of pole AGS= Wind Force on Pole= 12.0 ft 6.0 ft 332 lbs Base Moment (Pole)= Ave Antenna and Equipment Ht= Average Height of Antenna AFG= Wind Force on Antenna= Base Moment (Antenna)= 2.0 24.0 inches 13.0 ft 1128 lbs Sum Of Moments (MR) = 14.7 16.65 [(AGS) Above Ground Surface] kip -ft kip -ft kip -ft Check Pole Capacity Total Hpole = 12.0 ft Nominal Diameter= 12.500 inches t(nom) = 0.188 inches I.D. = 12.31 inches O.D. = 12.688 inches Z= 26.40 in3 Mu= Fy*Z/(Q*12) (n=1.67) Mu= 55.329 ft -kips Tube Type API5XL42 Fy = 42.0 ksi Es= 30 ksi MR(resultant) = Z(min)= FS = Check 16.65 ft -kips 7.94 in3 Ok 3.3 OK Check Mount Capacity Pipe Diameter = 2.375 in Pipe Wall Thickness = 0.143 in Pipe Length = 5 ft Section Modulas (Z) = 0.713 in4 Area Antenna = 1152 in2 Weight of Antenna = 100 lbs Number of Supporting Mounts = 1 Panel (Worse Case) = 8.1 ft2 Ma = ZFy/12 = (0.713in3)(35,000psi)/1.67 = 14943.1 in -lbs Pipe Bending = (31.6*8.1/144) + (100*12)(5) = 9029.4in-lbs OK CLIENT: PROJECT: At&t Mobility PNW Tukwila 16500 Southcenter Pkwy, Tukwila, WA 98188 Prepared By: AEM Date: 01/07/16 CON ULTA,ItiTS 10/3/2016 City of Tukwila Department of Community Development RONNIE HYDE 16780 AGATE POINT RD NE BAINBRIDGE ISLAND, WA 98110 RE: Permit No. D16-0010 AT&T MOBILITY 16500 SOUTHCENTER PKWY 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 11/6/2016. 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 11/6/2016, 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, Bill Rambo Permit Technician File No: D16-0010 -to 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 January 22, 2016 City of Tukwila Department of Community Development RONNIE HYDE 16780 AGATE POINT RD NE BAINBRIDGE ISLAND, WA 98110 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0010 AT&T MOBILITY - 16500 SOUTHCENTER PKWY Dear RONNIE HYDE, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: Carol Lumb at 206-431-3661 if you have questions regarding these comments. • There is no information on the size of the current equipment to compare with the size of the proposed equipment. See TMC 18.58 for wireless projects that are exempt from requiring a land use permit and those that require either a Wireless Type 1, 2 or 3 permit. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3655. Sincerely, Bill Rambo Permit Technician File No. D16-0010 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN JP WIROUCOPY TING SLIP PERMIT NUMBER: D16-0010 DATE: 04/27/16 PROJECT NAME: AT & T MOBILITY SITE ADDRESS: 16500 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n n Fire Prevention Structural n Planning Division Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/03/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 05/31/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0010 DATE: 01/12/16 PROJECT NAME: AT&T MOBILITY SITE ADDRESS: 16500 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: BriildinC411Psin g J:S Gi '\OtW Public Works AK AY/a- \-14- te c pi- Coyr- z 1-131 to Fire Prevention Planning Division al Structural El Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 01/12/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions Denied (corrections entered in Reviews) " (ie: Zoning Issues) DUE DATE: 02/09/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only j '^ CORRECTION LETTER MAILED: ►" "�� 1 N Departments issued corrections: Bldg 0 Fire 0 Ping PW 0 Staff Initials: 12/18/2013 Date: 27 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. /0 Plan Check/Permit Number: ❑ Response to Incomplete Letter # []' Response to Correction Letter # f ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # Project Name: 1\‘-! f t� Project Address: /&, 5b0 'G .- ",eazw Contact Person: ,o'--tr /-/„D» Phode Number: �(d Z. 9 3 (rte j 8 Summary of Revision: y P VS E Pe -n- - "1— ftv f =0 , S Bn rrE v v. c: / teOU L—I&?^00191 t-PL—00 RECEIVE_ CITY OF TUKWILA APR 2 7 7616 PERMIT CENTER Sheet Number(s): "Cloud” or highlight all areas of revision including date of reviion Received at the City of Tukwila Permit Center by: Zr Entered in TRAKiT on W:\Permit Center \Templates\Forms\Revision Submetal Form.doc Revised: August 2015 MASTEC NETWORK SOLUTIOI`TC INC hington State Department of abor & Industries Hoene Espanol Contact Safety & Health Claims & Insurance Search L&I Page 1 of 2 J Z Index Help My L&I 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: Contractor Licensing MIAMI, FL 33134 866-545-1782 Business type Corporation Governing persons ALBERTO DE CARDENAS GEORGE PITA; GEORGE L PITA; ROBERT APPLE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MASTENS876KN Effective — expiration 05/14/2013— 05/14/2017 Bond Travelers Cas and Surety Co of America Bond account no. 105848234 $12,000.00 Received by L&I Effective date 05/14/2013 04/26/2013 Expiration date Until Canceled Insurance Ace American Insurance Company $1,750,000.00 Policy no. XSLG27397359 https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 5/9/2016