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Permit D15-0184 - T-MOBILE - ANTENNAS AND REMOTE RADIO UNITS
T-MOBILE 12201 TUKWILA INTERNATIONAL BLVD D15-0184 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 Parcel No: 0923049120 Permit Number: D15-0184 Address: 12201 TUKWILA INTERNATIONAL Issue Date: 10/21/2015 BLVD BLDG B Permit Expires On: 4/18/2016 Project Name: T-MOBILE Owner: Name: INTERNATIONAL GATEWAY WEST Address: 12201 TUKWILA INTERNATIONAL BL , SEATTLE, WA, 98168 Contact Person: Name: COLIN ROBINSON Address: 733 7TH AVE, STE 209, KIRKLAND, WA, 98033 Contractor: Name: MASTEC NETWORK SOLUTIONS INC Address: 1825 PONCE DE LEON BLVD , CORAL GABLES, FL, License No: MASTENS863JS Lender: Name: COLIN ROBINSON Address: 733 7TH AVE, STE 209, KIRKLAND, WA, 98033 DESCRIPTION OF WORK: Phone: (360) 561-3311 Phone: (866) 545-1782 Expiration Date: 4/10/2016 MODIFICATION TO EXISTING WIRELESS COMMUNICATIONS FACILITY. MODIFICATIONS TO ROOF: REMOVAL OF 3 EXISTING PANEL ANTENNAS, ADDITION OF 3 NEW PANEL ANTENNAS AND THE ADDITION OF 3 REMOTE RADIO UNITS WITH CABLING Project Valuation: $20,000.00 Fees Collected: $824.42 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 20 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-466: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 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: Volumes: Cut: 0 Fill: 0 Number: 0 Water Meter: No Permit Center Authorized Signature: 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 theecconditions attached to this permit. Signature: -�— Date: �O " L?l"fg Print Name: T,,5rael 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: Readily accessible access to roof mounted equipment is required. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 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. 8: Building permit shall not be issued until corresponding WCF land use permit application L15-0041 has been approved. Type 1 WCF land use permit (1-15-0041) approved on 8/21/15. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" CITY OF TUK'rAA Community Development Department Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/, w,,,,iv.TukwilaWA. Qov Building Permit No. 1e' 0 Project No. Date Application Accepted: Date Application Expires: ' (For office use onl ) W CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be acceptedthrough the mail or by fax. "Please Print" SITE LOCATION King Co Assessor's Tax No.: 0923049120 Site Address: 12201 Tukwila INTL BLVD Tukwila, WA 98168 Suite Number: Floor: Roof Tenant Name: T-Mobile New Tenant: ❑ .....Yes O ..No PROPERTY OWNER Name: International Gateway West, LLC Address: 12201 Tukwila INTL BLVD City: Tukwila State: Wa Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Colin Robinson Address: 733 7th Ave Suite 209 City: Kirkland State: WA Zip: 98033 Phone: (360) 561-3311 Fax: Email: colin.robinson@cascadiapm.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: Vector Structural Engineers Engineer Name: `Roger Alworth SE Address: 9138 S State ST Suite 101 City: Sandy State: UT Zip: 84070 Phone: (801) 990-1775 Fax. Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A r 0//"/, t 1 OYl Address: ,C City: I G, State: t.A/ Zip:':? C-0 H:\Applications\Fotms-Applicatiom On Line\2011 ApplicationsTamit Application Revised - 8-9-11.docx Revised: August 2011 Pagel of 4 bh BUILDING PERMIT INFORMATI( - 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ 20,000 Describe the scope of work (please provide detailed information): Modification to existing wireless communications facility. Modifications to roof- removal of 3 existing panel antennas, addition of 3 new panel antennas and the addition of 3 remote radio units with cabling. Will there be new rack storage? ❑..... Yes LZ.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC I' Floor 2'd Floor Yd 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 91 .......No If ` yes , attach list of materials and storage locations on a separate 8-112 " 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:\Applications\Forms-Applications On Line\2011 AppGcationsTermit Application Revised - 8-9.11.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFC IATION — 206-433-0179 Scope of Work (please provide detailed information): Modification to existing wireless communications facility. Modifications to roof: removal of 3 existing panel antennas, addition of 3 new panel antennas and the addition of 3 remote radio units with cabling. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided 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 ADolication (mark boxes which at) ❑ ...Civil Plans (Maximum Paper Size — 22" x 34" ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way LZ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... " ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ " ❑ ...Sewer Main Extension.............Public ❑ ❑... Water Main Extension .............Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer WO# WO# WO# Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ... Deduct Water Meter Size Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billine: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forms-Applications On Linei2011 ApplicationsTefmit Application Revised - 8-9-I l.docx Revised: August 2011 Page 3 of 4 bh 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 AUTHORIZED AGENT: Signature: Date: 07/21/2015 Print Name: Colin Robinson for T-Mobile Day Telephone: (360) 561-3311 Mailing Address: 733 7th Ave Suite 209 Kirkland WA 98033 City state Zip H:Wpplicerions\Fotms-Applications On Liae\2011 ApplicationsTentut Application Revised - 8-9-I l.docx Revised: August 2011 Page 4 of 4 bh DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK $800.30 D15-0184 Address: 12201 TUKWILA INTERNATIONAL BLVD BLDG B Apn: $800.30 0923049120 DEVELOPMENT $800.30 PERMIT FEE R000.322.100.00.00 0.00 $482.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $313.50 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TOTAL:19 $800.30 Date Paid: Monday, July 27, 2015 Paid By: T-MOBILE Pay Method: CHECK 3124695 Printed: Monday, July 27, 2015 3:40 PM 1 of 1 I L#SYSTEMS Date Paid: Tuesday, July 21, 2015 Paid By: TMOBILE Pay Method: CHECK 3141850 Printed: Tuesday, July 21, 2015 2:23 PM 1 of 1 SYSTEMS INSPECTION RECORD �n Retain a copy with permit D(S` 10 g INSP TION NO. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr 'ect: c Type I;pectionP s �f Address: � �/� 1 4 Oate Call : Special Instructions: Date�W�antel J _ a.m. p.m. Requester: s� r t— z Phone No: Inspector: !r=� I Date:/® ~2-7 - / ❑ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. F INSPECTION RECORD Retain a copy with permit INS N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: r- Ad / Type IF In pectin :_ .• f A dress: �� r 6kf Date Calf d Special Instructions: Date VyInte a.m. p.m. Requester: Phone No: Approved per applicable codes. Pul T� Corrections required prior to approval. COMMENTS: z ® c V(* r a�J Sg re--ch.5- e.c-C REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. PROJECT SUMMARY THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK- 1 . PROPOSED MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. MODIFICATIONS TO BUILDING INCLUDE: REMOVAL OF (3) EXISTING PANEL ANTENNAS ADDITION OF (3) NEW PANEL ANTENNAS ADDITION OF (3) REMOTE RADIO UNITS & CABLING PROJECT VICINITY & AERIAL MAPS PROJECT1-7 LOCATION `i i DRIVING DIRECTIONS 16.07° N TN MN W E S SEPARATE PEIR CIFIC HWY & 116TH/INTERGATE REQUIRED FOR: 12201 TUKWILA INTERNATIONAL BLVD. tuh�naral TUKWILA, WA 98168 zancal SITE ID: SE03545A 0 GlumblM las Piping CifiTukwila BUILDING DIVISIONCONSTRUCTION DRAWINGS SITE INFORMATION SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID: SE03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 ALPHA SECTOR LATITUDE: ALPHA SECTOR LONGITUDE: BETA SECTOR LATITUDE: BETA SECTOR LONGITUDE: GAMMA SECTOR LATITUDE: GAMMA SECTOR LONGITUDE: SOURCE: PARCEL NUMBER: ZONING CLASSIFICATION: JURISDICTION: TOP OF (E) BUILDING: OCCUPANCY GROUP: CONSTRUCTION TYPE: 47°29'35.8" N (47.493278°) 122°17'37.5" W (122.293750') 47°29'34.5" N (47.492917') 122°17'36.6" W (122.293500-) 47°29'35.2" N (47.493111°) 122°1T37.6" W (122.293778') 1A 0923049120 C/LI CITY OF TUKWILA 89.9' AGL U II-B UUVtKNIN(3 L;UUt5 PROJECT CONTACTS APPLICANT T-MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA98011 PROPERTY OWNER INTERNATIONAL GATEWAY WEST, LLC C/O SABEY CORP., FOURTH FLOOR 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 PROJECT CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 JIM GASKINS PH: 425.999.2190 SITE ACQUISITION CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 RICK STOCKMANN PH: 425.890.1437 ZONING Q PERMITTING CONSULTANT CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 RICK STOCKMANN PH:425.890.1437 CONSTRUCTION MANAGER CASCADIA PM 733 SEVENTH AVE, SUITE 209 KIRKLAND, WA 98033 MARK RAINEY PH: 425.533,2666 RF ENGINEER T-MOBILE 19807 NORTH CREEK PKWY N BOTHELL. WA98011 DARRYLSALK PH: 425.770.0006 aRAL ENGINEER L :� a VTE�OR STRUCTURAL ENGINEERS p �TTE TREET, SUITE 101 70 `ORTH. S.E. O5---- IBC-2012, INTERNATIONAL BUILDING CODE W FROM T-MOBILE BOTHELL OFFM AMENDMENTS Lr Z 1,�7 -; �, a %I J Cfiission3. 1. GET ON 1-405 N FROM 120TH AVE NE AND NE 195TH ST (1.2 MI) NEC-2008, NATIONAL ELECTRICAL CODE k, li oval Irv, v i. : -1- L . ,i(j ,( �; i' j (iu.J I Iot authorize 2. MERGE ONTO 1-405 N (5.4 MI) A.D.A. COMPLIANCE tt (3 violation of any ad©ptL � m.•a or C-dinance. Remi�} 3. TAKE THE INTERSTATE 5 S EXIT TOWARD SEATTLE/LYNNWOOD (0.9 MI) INSTALLATION IS UNMANNED AND NOT FOR HUMAN i ,,,,L,, w,� Y' 4. KEEP LEFT AND MERGE ONTO I-5 S (23.9 MI) HABITATION. HANDICAP ACCESS IS NOT RE(W%Ppmved Field Copy and conditions IS ack owledgad: PER A.DA FF'' 5. TAKE EXIT 158 FOR BOEING ACCESS RD (0.2 MI) 6. TURN RIGHT ONTO S BOEING ACCESS RD (0.4 MI) By: 7. S BOEING ACCESS RD TURNS SLIGHTLY LEFT AND BECOMES TUKWILA / INTERNATIONAL BLVD (1.0 MI) Date: ! 0 -, r /� ESTIMATED DISTANCE: 33 MILES C�` of �U�11.�lII21 ESTIMATED TIME: 40 MINUTES DRAWING INDEX SHEET DESCRIPTION T1.0 TITLE SHEET GN1.0 GENERAL NOTES A1.0 OVERALL SITE PLAN A2.0 ENLARGED EQUIPMENT PLAN A3.0 ELEVATIONS A4.0 ANTENNA DETAILS & PLANS r � A5.0 j ANTENNA & EQUIPMENT DETAILS :16.0 CONSTRUCTION DETAILS FW RF DETAILS t�U N O d c m W RECEIVED 'C > c r CL%. CITY OF TUKWILA 0OO a' �n Mb c e- ` JUL 21 2015 0 E•cc cr 'r Cn CD a'0 ;? PERMIT CENTER cc to 0j5 c.pi ON 0 CA: E o �a 0 cti K�Iow what's below. � Call before you dig. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T-MOBILE SERVICES IS STRICTLY PROHIBITED. SIGN OFF OF FINAL C REVIEWERS SHALL CLEARL REDLINE NOTE AS D PLAC �O CONSULTANT I A�1 E SITE ACQUISITION PERMITTING CONSULTANT RF ENGINEER: CONST. MNGR. OPS MNGR. PROJECT MNGR. REGULATORY REV. OEV. MNGR. T o .Mobile -� CASCADIA PM FmIsion Progmm Manuement a n• � n a a w• O� W .. 417255 L ssIONALE�G 05/29/15 EXP.1/27/16 CPM PROJECT NO.: 8853 PRELIMINARY D/C DESCRIPTION KL041,1�4�-g�um S 90o CD REVIEW 5 EG/MS CLIENT COMMENT 5 EG/MS SE COMMENT SUBMITTAL OJ DATE D/C DESCRIPTION 0 05-29-15 S/MS BP SUBMITTAL SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID: SE03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 SHEET TITLE TITLE SHEET SHEET NO. T1.0 0 11K GENERAL NOTES 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK. 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AtOBC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON SITE. 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR LANDLORD. 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 10 WORKING DAYS OF PROJECT COMPLETION. 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO MATCH EXISTING. 18. ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN INDISTURBED, LINO. EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION, FREE OF DAMAGE OR DETEREORATION. CONTRACTOR TO VERIFY ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION AND NOTIFY FOR IF ANY DAMAGE, DETEREORATION, OR DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. SPECIAL INSPECTION 1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR. 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS. STRUCTURAL NOTES GENERAL STRUCTURAL NOTES: 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD T-MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T-MOBILE OR THE ARCHITECT/ENGINEER. 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE. D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. STANDARD STRUCTURAL STEEL NOTES: 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM A123-A123M-02 UNLESS NOTED OTHERWISE. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 14TH EDITION. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O AND SHALL INCLUDE HEAVY -HEX NUTS AND STANDARD CUT WASHERS. 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA GALVANIZED ASTM A307 BOLTS U.N.O. 6. ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B. SPECIAL INSPECTION: 1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER CODE FOR THE FOLLOWING ITEMS: A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND/OR ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND INSTALLATION PER ICC REPORT. B. PERIODIC FOR HIGH STRENGTH BOLT INSTALLATIONS (A325). DRAWING ABBREVIATIONS AFT ABOVE FINISH FLOOR LF LINEAR FEET AGL ABOVE GRADE LEVEL MAX MAXIMUM AWG AMERICAN WIRE GAUGE MECH MECHANICAL AC AIR CONDITIONING MFR MANUFACTURER ADJ ADJUSTABLE MGR MANAGER APPROX APPROXIMATELY MIN MINIMUM AZ AZIMUTH MISC MISCELLANEOUS BLDG BUILDING MTL METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) CAB CABINET MW MICROWAVE CL CENTERLINE NEC NATIONAL ELECTRICAL CODE CLG CEILING NIC NOT IN CONTRACT CLR CLEAR NTS NOT TO SCALE CO COPPER N/A NOT APPLICABLE CONC CONCRETE OC ON CENTER COND CONDUIT OD OUTSIDE DIAMETER CONST CONSTRUCTION OP OVERHEAD POWER CONT CONTINUOUS OT OVERHEAD FIBER CPM CASCADIA PM OPP OPPOSITE D/C DRAFTER/CHECKER PL PROPERTY LINE DEMO DEMOLISH PLYWD PLYWOOD DIA DIAMETER PM PROJECT MANAGER DIM DIMENSION PROD PROJECT DN DOWN PROP PROPERTY DTL DETAIL PT PRESSURE TREATED DWG DRAWING RO ROUGH OPENING EA EACH ROW RIGHT OF WAY ELECT ELECTRICAL RRU REMOTE RADIO UNIT ELEV ELEVATION REQ REQUIRED EQ EQUAL SBTC SOLID BARE TINNED COPPER EQUIP EQUIPMENT SF SQUARE FEET EXT EXTERIOR SHT SHEET FIN FINISH SPEC SPECIFICATION FLR FLOOR SQ SQUARE FT FOOT, FEET SS STAINLESS STEEL GA GAUGE STL STEEL GALV GALV NIZED_ UCT STRUCTURE, STRUCTURAL GC GENE E TOP OF CONCRETE GAS GYPS M WALL BO TOM TOP OF MASONRY GR GRAD THRU THROUGH GRND GROU ID TNND TINNED HVAC HEATI G, VENTING & AIR CONDITIONING UBC UNIFORM BUILDING CODE HORIZ HORIZ NTAL UG UNDERGROUND HT HEIG QRWI NO UNLESS NOTED OTHERWISE IBC INTER I E UNDERGROUND POWER ID INSIDE DIAMETER OF UNDERGROUND FIBER IN INCH VIF VERIFY IN FIELD INSUL INSULATION VERT VERTICAL INT INTERIOR WP WATERPROOF JBOX JUNCTION BOX W/ WITH LB(S) POUND(S) W/O WITHOUT - -Mobile - CASCADTA PM Precision Program Management *Er. I Lim -neinwans oY .. 41725 L �SSI�NAL��G 05/29/15 EXP.1/27/16 CPM PROJECT NO.: 8853 PJRJUINARY D/C DESCRIPTION w CUMS 90%CDREVIEW EG/MSCLIENT COMMENEG/MS SE COMMENT SUB&IIRTAL O. DATE I D/C I DESCRIPTION 0 05-29-15 S/MS BP SUBMITTAL SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID: SE03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 SHEET TITLE GENERAL NOTES SHEET NO. GN1.0 i PARCEL #: 0923049120 AREA: 2.61 ACRES \ \ (E) ROOFTOP EQUIPMENT (TYP) \ (E) SCREEN ENCLOSURE \ \(E) PENTHOUSE \ \ \ \ \ \ \ \ \ \ (E) BUILDING u (E)SUBJECT PROPERTY LINE (TYP) i 0 . . ...... , - , , � 'I, - - III T-MOBILE PROJECT AREA \ \ SEE SHEET A2.0 \ \ (E)ADJACENT PROPERTY LINE (TYP) DRAWING LEGEND — — — — — — SUBJECT PROPERTY LINE — — — — — ADJACENT PROPERTY LINE COAX COAX ROUTE HYBRID HYBRID CABLE ROUTE x u—x EXISTING FENCE X xx.x ELEVATION MARKER X XX. DETAIL REFERENCE X XX.X SECTION MARKER COMMON ABBREVIATIONS (E) EXISTING (N) NEW ABBREVIATIONS CONTINUED (TYP) TYPICAL ON SHEET GN1.0 NOTE: SITE PLAN DERIVED FROM; EXISTING DRAWINGS, GIS, AERIAL IMAGES AND SITE PHOTOS. SCALE: 1" = 50'-0" (11X17) SCALE: 1" = 25'-0" (22X34) CODE COMPLIANCE APPROVED AU 14 2015 City of Tukwila BUILDING DIVISION N TN MN W E S 0' 25' 50' 100, 66 T a -Mobile-* CASCADW PM Precision Pm jmm Mmage eat ® ECTOR ■ 1 n a s n■ a w a �O c 417255 O as1 s TONAL 05/29/15 EXP.1/27/16 CPM PROJECT NO.: 8853 RELIMINARY D/C DESCRIPTION W04-14-15 CUMS 90%CDREVIEWEG/MS CLIENTCOMMENTEG/MS SE COMMENT SUBMITTAL N0.1 DATE I D/C I DESCRIPTION 0 105-29-15IMS/MSI BP SUBMITTAL SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID: SE03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 SHEET TITLE OVERALL SITE PLAN SHEET NO. A1.0 OVERALL SITE PLAN (E) T-MOBILE H-FRAME WITH METER BASE AND UTILITY CABINETS TO REMAIN (E) SCREEN WALL TO REMAIN (E) T-MOBILE COVP AT EQUIP. (TYP. OF 3) TO REMAIN (12) (E) 7/8" COAX (4 PER SECTOR) AND (E) T-MOBILE HYBRID FIBER ROUTED W/ (E) COAX (50 LF, 150 LF, & 175 LF) (E) T-MOBILE FCOA CABINET TO REMAIN (E) T-MOBILE ULTRASITE CABINET TO REMAIN (E) T-MOBILE PURCELL CABINET TO REMAIN 16.07^ N TN MN W E S SCALE: 3/16" = V-0" (11X17) 0' 5' 10' I 1 (E) ENLARGED EQUIPMENT PLAN SCALE: 3/8"=V-0"(22X34) (E) T-MOBILE H-FRAME WITH METER BASE AND UTILITY CABINETS TO REMAIN (E) SCREEN WALL TO REMAIN (E) T-MOBILE COVP AT EQUIP. (TYP. OF 3) TO REMAIN (E) T-MOBILE HYBRID FIBER ROUTED W/ (E) COAX (50 LF, 150 LF, & 175 LF) (E) T-MOBILE FCOA CABINET TO REMAIN (E) T-MOBILE ULTRASITE CABINET TO REMAIN (E) T-MOBILE PURCELL CABINET TO REMAIN (1) IN) RECTIFIER IN (E) T-MOBILE PDU REVf:EWED FOR CODE COMPLIANCE APPROVED AUG 14 2015 City of Tukwila BUILDING DIVISION N TN MN W E S SCALE: 3/16" = V-0" (I IX17) 1 T 5' 10, SCALE: 3/8" = 1'-0" (22X34) T ■ -Mobile ■� CASCADTAPM ►recision Pro;run Hanalement n i ■ ® . T. ALi1.0.p,, y 417255 L SSIONALQ�G 05/29/15 EXP.1/27/16 CPM PROJECT NO.: 8853 PRELIMINARY NO. DATE D/C DESCRIPTION 0 04-14-15 CUMS 90%CD REVIEW 1 05-18-15 EG/MS CLIENT COMMENT 2 05-27-15 EG/MS SE COMMENT SUBMITTAL O. DATE D/C DESCRIPTION 0 05-29-15 MS/MS BP SUBMITTAL SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID" SE03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 SHEET TIME ENLARGED EQUIPMENT PLAN SHEET NO. A2.0 2 (N) ENLARGED EQUIPMENT PLAN (E) TOP OF PENTHOUSE 89.9' V (E) TOP OF SCREEN WALL & (E) T-MOBILE ANTENNA TIP HEIGHT 82.4' (E) SCREEN WALL; T-MOBILE EQUIPMENT LOCATED BEHIND SCREEN WALL (E) T-MOBILE PANEL ANTENNAS MOUNTED ON (E) PIPE MOUNT (TYP OF 3 PER SECTOR, TOTAL OF 9; 6 TO REMAIN, 3 TO BE REMOVED) I I I I I I I I I --------------------------------------------------- EXISTING SOUTH ELEVATION SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40' I 1 SCALE: 1"=10'-0"(22X34) E T-MOBILE ANTENNA TIP HEIGHTAr 89.0' N T-MOBILE ANTENNA RAD CENTER 85.0' WTOP OF PARAPET 5' (N) T-MOBILE PANEL ANTENNAS (TYP OF 1 PER SECTOR, TOTAL OF 3) MOUNTED ON (E) PIPE MOUNT I I I I I I I I ----------1---------------------------------------- (E) TOP OF PENTHOUSE 89.9' (E) TOP OF SCREEN WALL & (E T-MOBILE ANTENNA TIP HEIGHT 82.4' E T-MOBILE ANTENNA RAID CENTER 79.9' N T-MOBILE ANTENNA RAID CENTER 78.4' (E) SCREEN WALL; T-MOBILE EQUIPMENT LOCATED BEHIND SCREEN WALL (E) T-MOBILE PANEL ANTENNAS MOUNTED ON (E) PIPE MOUNT (TYP OF 2 PER SECTOR, TOTAL OF 6) (E) BUILDING REVIEWED FOR E CODE COMP APPROVED AUG 14 2015 City of Tukwila u nING DIVISION NOTES: • IF REQUIRED, PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON -REFLECTIVE PAINT AS REQ'D. CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. • NEW ANTENNAS SHALL NOT EXCEED EXISTING TIP HEIGHT U.N.O. • RETURN ALL USED EQUIPMENT AND HARDWARE TO T-MOBILE WAREHOUSE. • ALL CLIMBING PATHS ON TOWER/MONOPOLE TO REMAIN FREE & CLEAR OF MOUNTS, EQUIPMENT, ETC. [K:LViT4 SCALE: 1" = 20'-0" (11X17) 0' 10' 20' 40' SCALE: 1" = 10'-0" (22X34) T • -Mobile-* _4� CASCADW PM ►recision Prog= Management ■ O i ■ n • n • ■ w • � 1. AL r o,� O 417255 L SslONAL��O 05/29/15 EXP.1/27/16 CPM PROJECT NO.: 8853 PRELIMINARY NO. DATE I D/C I DESCRIPTION 0 04-114-15 CUMS 90%CD REVIEW 1 05-18-15 1EG/MS1 CLIENT COMMENT 2 05-27-15 1EG/MS1 SE COMMENT EUBM[TTAL NO. DATE I D/C I DESCRIPTION 0 05-29-15 1MS/MS1 BP SUBMITTAL SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID: S E03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 SHEET TIME ELEVATIONS SHEET NO. A3.0 FINAL SOUTH ELEVATION ANTENNA SCHEDULE - FINAL CONFIGURATION SECTOR POS. EXIST. / NEW MNFR. ANTENNA MODEL PORT DIMENSIONS (L x W x D) WEIGHT (LBS) Al EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0" x 11.9" x 6.3" 34.6 A2 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0" x 11.9" x 6.3" 34.6 ALPHA A3 NEW COMMSCOPE SBNH-1D65C-V1 QUAD 96.4" x 11.9" x 7.1" 49.6 B1 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0" x 11.9" x 6.3" 34.6 B2 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0" x 11.9" x 6.3" 34.6 BETA B3 NEW COMMSCOPE SBNH-1 D65C-V1 QUAD 96.4" x 11.9" x 7.1" 49.6 C1 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0" x 11.9" x 6.3" 34.6 C2 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0" x 11.9" x 6.3" 34.6 GAMMA C3 NEW COMMSCOPE SBNH-1D65C-V1 QUAD 96.4" x 11.9" x 7.1" 49.6 *TOWER - FINAL EQUIPMENT INVENTORY SCOPE QTY. TECHNOLOGY MNFR. MODEL DIMENSIONS (L X W X D) WEIGHT (LBS) REMOVE (E) (3) ANTENNA ANDREW TMBXX-6516-R2M 59.0" x 11.9" x 6.3" (34.6) (E) TO REMAIN (6) ANTENNA ANDREW TMBXX-6516-R2M 59.0" x 11.9" x 6.3" 34.6 (E) TO REMAIN (3) RRU NOKIA FRIG 23.8" x 17.2" x 7.5" 59.9 (E) TO REMAIN (3) RRU NOKIA FXFB 19.3" x 22.0" x 5.2" 55.0 (E) TO REMAIN (3) COVP RAYCAP CR100-1076R06 20.2" x 19.0" x 7.0" 15.0 (E) TO REMAIN (6) TMA COMMSCOPE T AT 21 78-21A (TMA STYLE 3C) 9.1" x 8.7" x 4.1" 17.6 ADD (N) (3) ANTENNA COMMSCOPE SBNH-1D65C-V1 96.4" x 11.9" x 7.1" 49.6 ADD (N) (3) RRU NOKIA FRLB 15.75" x 15.75" x 5.9" 59.5 *GROUND - FINAL EQUIPMENT INVENTORY DIMENSIONS WEIGHT SCOPE QTY. TECHNOLOGY MNFR. MODEL (L X W X D) (LBS) (E) TO REMAIN (3) COVP RAYCAP RNSNDC-7771-PF-48 18.85" x 16.08" x 5.83" 19.0 ' THE "TOWER" AND "GROUND" REFERENCES REFER TO NOMENCLATURE REFLECTED IN THE PLUMBING DIAGRAM ON THE RF1.0 SHEET AND DO NOT NECESSARILY REFER TO ACTUAL LOCATION OF EQUIPMENT. GROUND EQUIPMENT NOTE: • NEW FBBC TO BE INSTALLED IN EXISTING FCOA CABINET (QUANTITIES MAY VARY). ALL OTHER BASEBAND MODULES ARE ASSUMED TO BE EXISTING. ANTENNA NOTES: • REFERENCE OWNERS MANUAL FOR CONNECTION AND MOUNTING INFORMATION FOR AMPLIFIER IF REQUIRED. • CONTRACTOR SHALL VERIFY FINAL ANTENNA AZIMUTHS W/ CLIENT REPRESENTATIVE PRIOR TO COMMENCING INSTALLATION. • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY SUITABILITY OF ANTENNA MOUNT AT SPECIFIED ELEVATION. • IF REQUIRED, PAINT TO MATCH ANTENNAS AND ANCILLARY EQUIPMENT TO MATCH THE EXISTING STRUCTURE WITH NON -REFLECTIVE PAINT AS REQ'D. CONTRACTOR TO VERIFY COLOR AND FINISH WITH LANDLORD AND/OR JURISDICTION. • RETURN ALL UNUSED EQUIPMENT TO T-MOBILE WAREHOUSE. SCALE: NTS (11X17) SCALE: NTS (22X34) (E) T-MOBILE PANEL ANTENNAS MOUNTED ON (E) PIPE MOUNT (TYP OF 3 PER SECTOR, TOTAL OF 9; 6 TO REMAIN, 3 TO BE REMOVED) (E) T-MOBILE TMA MOUNTED NEAR ANTENNA ON (E) UNISTRUT (TYP OF 2 PER SECTOR, TOTAL OF 6) TO REMAIN (E) T-MOBILE FXFB (RRU) MOUNTED NEAR ANTENNA ON (E) UNISTRUT (TYP OF 1 PER SECTOR, TOTAL OF 3) TO REMAIN (E) T-MOBILE FRIG (RRU) MOUNTED NEAR ANTENNA ON (E) UNISTRUT (TYP OF 1 PER SECTOR, TOTAL OF 3) TO REMAIN EXISTING ANTENNA PLAN ANTENNA ON (E) UNISTRUT (TYP OF 1 PER SECTOR, TOTAL OF 3) TO REMAIN �6512p0 GPI 651,ZA� GPI GPI (E) T-MOBILE PANEL ANTENNAS MOUNTED ON (E) PIPE MOUNT (TYP OF 1 PER SECTOR, TOTAL OF 3) TO BE REMOVED 16.07° N TN MN W E (E) T-MOBILE COVP MOUNTED NEAR ANTENNA ON (E) UNISTRUT (TYP OF 1 PER SECTOR, TOTAL OF 3) TO REMAIN S vp �1 1652p0 SCALE: NTS (11X17) SCALE: NTS (22X34) NhWEVVEP FOR CODE COMP IAW( AUG 14 (E) T-MOBILE NEL ANtflNASMOUNTED ON E) PIPE". Tukwila 2PERSECTONG DIVISION 16.07° (N) T-MOBILE FRLB (RRU) MOUNTED N NEAR ANTENNA ON (E) UNI-STRUT (TYP OF 1 PER SECTOR, TOTAL OF 3) TN MN W E (E) T-MOBILE COVP MOUNTED NEAR ANTENNA ON (E) UNISTRUT (TYP OF 1 S PER SECTOR, TOTAL OF 3) TO REMAIN SCALE: NTS (11X17) rp • -Mobile - )k�' CASCADTA PM hesision Program Management VECTOR mnsons man T ALg,, 0 O� 0 41725 L s`4tONALti'�G 05/29/15 EXP.1/27/16 CPM PROJECT NO.: 8853 PRELIMINARY NO DATE I D/C I DESCRIPTION 0 04-14-15 CUMS 90% CD REVIEW 1 05-18-15 EG/MS CLIENT COMMENT 2 05-27-15 1EGIMS1 SE COMMENT SUBMITTAL 140.1 DATE I D/C I DESCRIPTION 0 05-29-15 S/MS BP SUBMITTAL SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID: S E03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 SHEET TrrLE ANTENNA DETAILS & PLANS SHEET NO. A4.0 ANTENNA AND ANCILLARY EQUIPMENT FINAL ANTENNA PLAN SCALE: NTS (22X34) TOP WIDTH EPT FRONT SIDE ANTENNA DATA MECHANICAL SPECIFICATIONS MANUFACTURER HEIGHT WIDTH DEPTH WEIGHT COMMSCOPE 96.4 IN 11.9 IN 7.1 IN 49.6 LBS PART # CONNECTORS STANDARD MOUNTING HARDWARE SBNH-1D65C-V1 1 (4) 7-16 DIN FEMALE INCLUDED TOP FRONT DEPTH H 2 SIDE w - x NSN FRLB LTE 7001 BAND 12 (REMOTE RADIO UNM HEIGHT: 15.75" WIDTH: 15.75" DEPTH 5.9" WEIGHT: 59.52 LBS SCALE: NTS (11X17) n SCALE: NTS (11X17) SCALE: NTS (11X17) 1 ANTENNA DETAIL SCALE: NTS (22X34) 2 FRLB (RRU) DETAIL SCALE: NTS (22X34) I3 NOT USED SCALE: NTS (22X3a) SCALE:NTS(11X17) 1 5 I NOT USED SCALE: NTS (22X34) SCALE: NTS (11X17) 6 I NOT USED SCALE: NTS (22X34) SCALE: NTS, (11X17) NOT USED SCALE: NTS (22X34) REVfEWED FOR CODE COMPLIANCE APPROVED AUG 14 2015 City of Tukwila BUILDING DIVISION SCALE: NTS (11X17) SCALE: NTS (22X34) -Mobile CASCADTA` PM Preclsian Pragmm Mam;ement ■ A • 1 A ■ ■ R • T. ALiPO O 417255 eSL G ZONAL 05/29/15 EXP.1/27/16 CPM PROJECT NO.: 8853 PRELIMINARY D/C DESCRIPTION CL/MS 90%CD REVIEW flm- EG/MS CLIENT COMMENT EGIMS1 SE COMMENT SUBMITTAL O. DATE I D/C I DESCRIPTION 0 05-29-15 MS/MS BP SUBMITTAL SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID: S E03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA 98168 SHEET TI LE ANTENNA AND EQUIPMENT DETAILS SHEET NO. A5.0 4 I NOT USED (E) ENCLOSURE WALL (CORRUGATED METAL SHEATHING SUPPORTED BY STEEL FRAMING) (E) 2" STD. (2.375' O.D. X 0.154" THK) MIN ANTENNA PIPE MOUNT (REPLACE W/ LONGER PIPE TO ACCOMMODATE ANCILLARY EQUIP. INSTALLATION IF NECESSARY) (N) ANTENNA MOUNT WITH MECHANICAL DOWN TILT (N) T-MOBILE ANTENNA - SEE 1/A4.0 (E) SITEPRO B2018 OR EQUAL SLIDER MOUNT WITH (2) 3/8"0 MIN. THROUGH BOLTS, TYP (VERIFY) (E) 4 X 4 X 1/4" STEEL ANGLE 1 1 EQUIPMENT MOUNTING DETAIL NOTES: - SUITABILITY OF PLATFORM / MOUNT(S) FOR FINAL LOADING CONFIGURATION TO BE VERIFIED BY OTHERS PRIOR TO INSTALLATION. - NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER / ANTENNA / MOUNT ANALYSIS REPORT (SIGNED AND SEALED) TO BE PROVIDED UNDER SEPARATE COVER. CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER / ANTENNA / MOUNT ANALYSIS REPORT SUPPLIED BY T-MOBILE AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED STRUCTURAL REPORT PRIOR TO INSTALLATION ON STRUCTURE. SCALE: NTS (11X17) SCALE: NTS (22X34) NOTE: UNI-STRUT MOUNTED EQUIPMENT TO BE MOUNTED PER MANUFACTURER SPECIFICATIONS. (E) FXFB MOUNTED TO UNI-STRUT (TYP OF 3) (E) FRIG MOUNTED TO UNI-STRUT (TYP OF 3) 2 1 EQUIPMENT MOUNTING DETAIL SCALE: NTS ('11X17) 1 4 I NOT USED SCALE: NTS (22X34) (E) P1000 UNI-STRUT AS REQUIRED (TYP) (E) COVP MOUNTED TO UNI-STRUT (TYP OF 3) O (N) FRLB MOUNTED TO UNI-STRUT (TYP OF 3) (E) ENCLOSURE WALL STUD (TYP) SCALE: NTS (11X17) SCALE: NTS (22X34) REVIEWED FOR CODE COMPLIANCE APPROVED AUG 14 2015 City of Tukwila BUILDING DIVISION SCALE: NTS (11X17) SCALE: NTS (22X34) Mobile -, CASCADIk PM Precision Program Management �VECTOR ■ n• t n■ s n• T. Atiy0' �� �O 41725 A�sL G TONAL 05/29/15 EXP.1/27/16 CPM PROJECT NO.: 8853 PRELIMINARY '40.1 DATE I D/C I DESCRIPTION 0 04-14-15 CUMS 90%CD REVIEW 1 OS-18-15 EG/MS CLIENT COMMENT 2 05-27-15 1EG/MS1 SE COMMENT SUBMTTAL NO. DATE D/C DESCRIPTION 0 05-29-15 MS/MS BP SUBMITTAL SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID: SE03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 SHEET TITLE CONSTRUCTION DETAILS SHEET NO. A6.0 3 1 NOT USED Configuration 702A-RUSq - 2015 (Antenna cabling of one sector shown for clarity) .Quad Pole % Quad LTE PCsS Pole GSM (Alpha) (Alpha) (Alpha) 10 9 a 71 1 5 514 3 o o � FRIG •�� Dt? FXFB b - Fy GSM 8 UMTS �.1.R% PCS Root cove' aWa Gap pe Sector S'0m FSMF+ FBBC =r LTE .u.� ESMS N• GSM FSME UMTS FRLB Hybnn Cable 'ewer 6 Fbw -------------- 11 __—___ I SUM II Man Poesy a Fiber 5:" Suppxt Csb Ge SO Quad 7DO/AWS LTE 700 UMTS (Alpha) AWS (Alpha) 2 1 - - 'Aj D � Twin ; ` AWS TMA ------------------ G wd U.I. Legend LTE 700 LTE AWS GSM PCs UMTS PCs GSM & UMTS AWS UMTS New Equipment Upgraded equipment Reconfigured equipment Previous Modernized Confie: 2A-2 QP-10P 1.0P N 2A 009 NOTES: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WATERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY T-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION (SEE STEP 4). 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES & TMAS. 7. ALL ANTENNAS & COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. 8. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 -AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 9. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE. VERIFY NUMBER OF ANTENNAS, CABLE, AND CABLE DIAMETER WITH T-MOBILE CONSTRUCTION MANAGER. REV�WED FOR CODE COPAPLIANCE APPROVED AUG 14 2015 City of Tukwila BUILDING DIVISION -Mobiles CASCADTA' PM Predsion Program Management �AVOCTO s n e e n■ one CPM PROJECT NO.: 8853 PRELIMINARY O. DATE D/C D/C DESCRIPTION 0 04-14-15 CUM 90% CD REVIEW 1 05-18-15 1EG/MS1 CLIENT COMMENT 2 05-27-15 IEG/MS1 SE COMMENT SUBMITTAL DATE D/C DESCRIPTION05-29-15 ho S/MS BP SUBMITTAL SITE NAME: PACIFIC HWY & 116TH/INTERGATE SITE ID: S E03545A SITE ADDRESS: 12201 TUKWILA INTERNATIONAL BLVD TUKWILA, WA98168 SHEET TITLE RF DETAILS SHEET NO. RF 1.0 1 1 RF DETAILS - ANTENNA & ANCILLARY EQUIPMENT PLUMBING DIAGRAM CASCADIA PMFIL Precision Program Management July 21, 2015 Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Re: T-Mobile Wireless Communications Facility (WCF) T-Mobile Site Name: SE03545A Pacific HWY & 116th Site Address: 12201 Tukwila International BLVD Tukwila, WA 98168 Parcel Number: 0923049120 Legal Description: BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89-16-35 E 100 FT TH S 24-13- 53 E 969.61 FT TO POINT OF BEGINNING TH N 65-46-07 E 58.17 FT TH N 63-32-48 E 62.13 FT TH S 22-47-01 E 21.44 FT TH N 65-30-25 E 199.33 FT TO POINT ON WLY R/W LINE OF PRIMARY STATE HIGHWAY NO 1 (SR 99) SOUTH 118TH ST TO JCT SSH NO 1-K APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT, CENTER BEARING S 65-44-51 W, THRU C/A OF 1-16-30 DISTANCE OF 62.42 FT TH FOLLOWING SAID WLY R/W LINE N 67-01-21 E 10 FT TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2815 FOOET RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 67-01-21 W THRU C/A OF 6-31-21 DISTANCE OF 320.45 FT TH S 73-32-42 W 16.58 FT TH S 71-35-51 W 61.96 FT TH N 78-38-58 W 7.83 FT TH S 75-53-44 W 106.07 FT TH N 05-01-10 W 18.41 FT TH S 82-22- 27 W 64.93 FT TH S 63-55-24 W 58.16 FT TH N 24-13-53 W 334.22 FT TO POINT OF BEGINNING - LOT B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98-0033 RECORDING NO 9810059013 To Whom It May Concern: Oh behalf of T-Mobile, Cascadia PM is pleased to submit for a modification of an existing wireless communications facility. The proposed modification consists of changes to an existing rooftop site. The modifications will consist of the removal of 3 existing panel antennas, addition of 3 new panel antennas and the addition of 3 remote radio units with Please find enclosed: Application Checklist WCF Application Form General Application Form Construction Drawings Structural Analysis NIER Study Check # 003141851 for $620.55 and C "'nREVfEWED FOR CODE COMPLIANCE APPROVED AUG 14 2015 City of Tukwila BUILDING DIVISION RECc ',/�o CITY OF TUKWIL A JUL 2 1 2015 PERMIT CENTER The site is an existing unmanned wireless communications facility so a parking plan is not applicable. Similarly, landscaping, irrigation, erosion and grading plans are not applicable because it is an existing rooftop site and no changes are being made to the ground. A noise study is also not applicable because Cascadia PM. LLC Corporate Headquarters 3322 South Bay Road NE Olympia, WA 98506 360 438 8002 www.cascadiapm.com M5-0N- 130 N. Nimitz Hwy Suite A-200 5501 NE 109''' Ct Suite A-2 733 Seventh Ave Suite 209 Honolulu, HI 96817 Vancouver, WA 98662 Kirkland, WA 98033 808 536 7400 360 885 9200 425 828 1008 r j no new noise generating equipment is being added to the site. This modification is exempt from SEPA per WAC 197-11-800 (25) (a)(i). The site does not include any sensitive areas and all equipment is on the roof. The equipment cabinets are located behind a penthouse screen wall that is painted to match the building. The antennas are flush mounted to the penthouse and will be painted to match the color of the building. The antennas will not be higher than the penthouse walls. The coax is located below the parapet of the rooftop and is not visible from the ground. If you have any questions or inquiries regarding this application please feel free to contact me. Thank you, Colin Robinson Zoning Specialist 360-561-3311 Cell 733 7th Avenue, #209 Kirkland, WA 98033 1. 1 CENTERLINE SOLUTIONS RF Safety and NIER Analysis Report 6/29/2015 Site: SE03545A Prepared for: T-Mobile KhVIEVVED FOR CODE COiWPLIANCE APPROVED AUG 14 2015 City of Tukwila BUILDING DIVISION ED KWILA am--L � .2015 j PERMIT CENTER h15 O1�6�- -Prepared: far, T, Mobile, Site: SE03545A Table of Contents Certification ExecutiveSummary........................................................................................................4 Introduction.....................................................................................................................6 SiteDetails......................................................................................................................6 Predictive Analysis Details..............................................................................................8 Conclusions and Recommendations............................................................................... I I Appendix A: FCC Compliance and RF Safety Policies..................................................13 Appendix B: Overview of RoofView® Functions and Assumptions..............................15 References.....................................................................................................................17 LimitedWarranty..........................................................................................................17 Ceriterlihe Sofutioris, Inc. Proprietary and Confidential Page 2 of 17 Prepared for: T-Mobile, Site: SE03545A Certification This report, prepared by Centerline Solutions, LCC for T-Mobile, is intended to document compliance and evaluate power density levels as outlined in the report. The computations, analysis, and resulting report and conclusions were based on applicable FCC guidelines and regulations for maximum permissible exposure to humans consistent with FCC OET Bulletin 65, Edition 97-01. Additionally, Centerline Solutions, LCC certifies that the assumptions are valid and that the data used within Centerline Solutions' control are accurate, including information collected as part of Centerline Solutions' field surveys. Centerline Solutions, LCC does not however certify the accuracy or correctness of any data provided to Centerline Solutions, LCC for this analysis and report by T-Mobile or other third parties working on behalf of T-Mobile. I certify that the attached RF environmental analysis and report is correct to the best of my knowledge, and all calculations, assumptions and conclusions are based on generally acceptable engineering practices: John C. Keating, P.E. June 29`", 2015 Centerline Solutions, Inc. Proprietary and Confidential Page 3 of 17 Prepared for: T-Mobile, Site: SE03545A Executive Summary This report provides the results of an RF power density analysis performed on T- Mobile's rooftop site SE03545A. Current Site Configuration: The Site's current configuration is as follows: Three sector site operating with technology including GSM in PCS band (1900 MHz), UNITS in PCS band (1900 MHz), UMTS in AWS band (2100 MHz), and LTE in AWS band (2100 MHz). Proposed Site Configuration: The Site's proposed upgrade is as follows: installation and operation of additional LTE technology, Long Term Evolution (LTE) in the 700 MHz band. Accomplished by the replacement of antenna TMBXX-6516-R2M with antenna SBNH-ID65C-V1. The proposed physical modifications will result in replacement of radio hardware and antennas at this site. Site Description: • Site Type and Height- Rooftop, elevation of 74.4' • Equipment Location- Adjacent to the antennas on the rooftop. • Other Antennas- This is a T-Mobile only site that does not host any other antennas. • Access- Access to the site is through the locked door of the penthouse that leads to the rooftop of the building. • Study Reference Location- This study examines the power density environment on the ground from ALL sources of RF radiation except the ones excluded in this analysis. The details on the excluded antenna types are mentioned in the introduction section of this document. • Existing Signage- There is a yellow RF caution sign placed at the interior of the penthouse door that leads to the rooftop. • RF Environment- Since the areas on the rooftop can only be accessed by the authorized persons, for purposes of evaluating compliance with FCC OET Bulletin 65, the areas was determined as controlled/occupational environment. The top of the cutoffs at the north-east and south-east part of the building could be accessed by the workers without a knowledge of RF radiators being present on the top of the building. Hence, these areas were determined as general public environments. The areas on the ground is accessible to general public and thus was determined as general public environment. Centerline Solutions, Inc. Proprietary and Confidential. Page 4 of 17 Prepared for: T-Mobile, Site: SE03545A Analysis: The analysis of the RF power density at this site indicates that emissions in the areas directly in front of the antennas in alpha and gamma sectors can exceed the FCC's Maximum Permissible Exposure (MPE) limit for occupational environments. It was also found that the power density levels on the cutoffs at north-east and south-east side of the building will be below the FCC's MPE limit for general public environments. Ground level exposure was calculated to be less than 5% of FCC MPE limit for general public environments. Conclusion and Recommendations: - The results of the analysis indicate that the power density levels in the areas near to alpha and gamma sectors at the rooftop might exceed FCC MPE limit with the proposed antenna plan. - The results of the analysis also indicate that the power density levels on the cutoffs of the building and the ground will be below FCC MPE limit for general public environments. - Centerline Solutions recommends placing yellow RF signs on the walls of the screen enclosures in alpha and gamma sectors. See Exhibit 3-1 for recommended signage placement locations. - By taking the above mentioned actions, this site will be in general compliance with FCC OET Bulletin 65. Centerline Solutions, Inc. Proprietary and Confidential Page 5 of 17 Prepared for: T-Mobile, Site: SE03545A Introduction. The purpose of this analysis and report is to evaluate the cumulative power density levels of all antennas located on the rooftop and identify any areas of concern that require mitigation. This report also assesses the site's compliance with FCC OET Bulletin 65; "Guidelines for Human Exposure to Radio -frequency Electromagnetic Fields". As part of this analysis, the site was visited on 5/4/2015, to perform a complete field survey. The purpose of the survey was to verify antennas located on the rooftop and identify co -located wireless facilities. The power density simulation performed for this site utilized Roofviewe analysis software. All antennas were assigned an operating frequency and transmit power and were deemed to be operating at 100% of their rated output power. The microwave dish antennas located on the rooftop were not included in the analysis, as their beam -width is very narrow, and very little of their radiated energy is propagated to the ground below the rooftop. Similarly, the Yagi antennas were also excluded from the analysis because of the high directivity and narrower beam -width. Site Details Address: 12201 Tukwila International Blvd Tukwila, WA 98168 Site type: Rooftop Height: — 74.4' The photographs on the following pages show a view of the existing antennas on the rooftop and RF signage that is present. Centerline Solutions, Inc. Proprietary and Confidential Page 6 of 17 Prepared for: T-Mobile, Site: SE03545A pop - Exhibit 1- Photos Centerline Solutions, Inc. Proprietary and Confidential Page 7 of 17 Prepared for: T-Mobile, Site: SE03545A Antenna Inventory: The following table contains the technical data used to simulate the power density that may be encountered with all antennas simultaneously operating at full rated power. ID Name (MHz) Freq Trans ITrans Other Cale Z(ft) Power Count Loss Power Mfg Model (Rdoftop) Z(ft) (Ground) Tyke (ft) d8d 8Wdth Aper Gain Pt DIr TMAIA L2100 2150 120 I 0.695 102.2542214 Andrews TNIBXX-6516-R2M 5.4 76.5 QUAD 4.9 15.35 65;10 TMA2A U1900 1950 30 2 0,695 51.12711068 Andrews TMBXX•6516•R2M 5.4 76.5 . QUAD 4.9 15.35 65;10 TMA28 61900 1950 30 2 0.695 51.12711068 Andrews TNIBXX-6516-R2M 5.4 76.5 QUAD 4.9 15.35 65;10 TMA3A L700 730 60 1 0.695 51.12711068 Andrews SBNH-1065C 2.3 73.4 QUAD 8.0 13.55 66;10 TMA38 U2100 2150 40 1 2.57 22.13400497 Andrews SBNH-ID65C 2.3 73.4 QUAD 8.0 15.85 63;10 TMBIA L2100 2150 120 1 0.695 102.2542214 Andrews TNIBXX-6516-R2M 5.4 76.5 QUAD 4.9 15.35 65;150 TM82A U1900 1950 30 2 0.695 51.12711068 Andrews TN18XX-6516-R2M 5.4 76.5 QUAD 4.9 15.35 65;150 TMB2B 61900 1950 30 2 0.695 51.12711068 Andrews TNIBXX-6516-R2M 5.4 76.5 QUAD 4.9 15.35 65;150 TMB3A L700 730 60 1 0.695 51.12711068 Andrews S8NH-1D65C 2.3 73.4 QUAD 8.0 13.55 66;150 TM83B U2100 2150 40 1 2.57 22.13400437 Andrews 58NH-1065C 2.3 73.4 QUAD 8.0 15.85 63;150 TMCIA L2100 2150 120 1 0.695 102.2-542214 Andrews TN18XX-6516-R2M 11 82.1 QUAD 4.9 15.35 65;240 TMC2A U1900 1950 30 2 0.695 51.12711068 Andrews TNI8XX-6516-R2M 11 82.1 QUAD 4.9 15.35 65;240 TMC28 G1900 1950 30 2 0.695 51.12711068 Andrews TNIBXX-6516-R2M 11 82.1 QUAD 4.9 15.35 65;240 TMC3A L700 730 60 1 0.695 51.12711068 Andrews 58NH-1D65C 7.9 79 QUAD 8.0 13.55 66;240 TMC38 U2100 2150 40 1 2.57 22.13400437 Andrews SSNH•ID65C 7.9 79 QUAD 8.0 15.85 63;240 Exhibit 2- Antenna details Predictive Analysis Details For purposes of this analysis, RoofViewOR was configured to provide an output based on the appropriate MPE limit(s) published in the FCC's guidelines. The antenna information was loaded into RoofView®, an MPE predictive analysis tool by Richard Tell and Associates. The analysis was run for both rooftops and ground levels. The map in Exhibit 3-1 is a graphical representation of the predictive emissions on the rooftop of the building. Exhibit 3-2 is a graphical representation of the predictive emissions on the cutoffs of the building. Exhibit 3-3 represents the predictive emissions on the ground. The solid green shading indicates that power density levels are expected to be less than 5% of the applicable maximum permissible exposure (MPE) level in these areas. Other colors are defined in the legend. Centerline Solutions, Inc. Proprietary and Confidential Page 8 of 17 t Prepared for: T-Mobile, Site: SE03545A U t, �+ AL Ile AtMON cT - ryk Lr A FACAU�TIOW1 I'CIItII0LI i til'` ••S a-: -ram Rooftop Rolm. GrOund Green <= 5% Occupational LimitY Blue <= 20% Occupational Limit' yelk►N <= 100% Occupational Limit` Red > 100% Occupational Limit* Exhibit 3-1 (Rooftop - Layout) (Not to scale) Page 9 of 17 r t Prepared for: T-Mobile, Site: SE03545A Q10 .. f 3 -�,- +y , 41y •�J • �}. 4� 5 (hound ► Rooftop SF Cutofffs Green <= 5% General Public Limit* Blue <= 20% General Public Limit" 1'ellow• <=100% General Public Limit * Red > 100% General Public Limit ,; Exhibit 3-2 (Cutoffs NE & SE - Layout) (Not to scale) Page 10 of 17 Prepared for: T-Mobile, Site: SE03545A o N f Roollop JIt �<✓ l Ground '>,• �'' Greco <= 5% General Public Limit* Blue <= 20% General Public Limit Y Yello" <=100% General Public Limit Red > 100% General Public Limit Exhibit 3-3 (Ground- Layout) (Not to scale) Page 11 of 17 Prepared for: T-Mobile, Site: SE03545A Conclusions and Recommendations - The results of the analysis indicate that the power density levels in the areas near to alpha and gamma sectors at the rooftop might exceed FCC MPE limit with the proposed antenna plan. - The results of the analysis also indicate that the power density levels on the cutoffs of the building and the ground will be below FCC MPE limit for general public environments. - Centerline Solutions recommends placing yellow RF signs on the walls of the screen enclosures in alpha and gamma sectors. See Exhibit 3-1 for recommended signage placement locations. - By taking the above mentioned actions, this site will be in general compliance with FCC OET Bulletin 55. Note: Modifications to the site: and/or increases in channel counts or power /eveLs exceedin_ those listed in this report 14 ill require additional evaluation to determine compliance. Page 12 of 1.7 Prepared for: T-Mobile, Site: SE03545A Appendix A: FCC Compliance and RF Safety Policies In August of 1.997, the FCC published OET Bulletin 65 Edition 97-01 to regulate methods for evaluating compliance with FCC guidelines for human exposure to radiofrequency (RF) electromagnetic fields. The FCC guidelines for human exposure to RF electromagnetic fields incorporate two categories of limits; namely "Controlled" (a.k.a. Occupational) and "Uncontrolled" (a.k.a. General Public). The guidelines offer suggested methods for evaluating fixed RF transmitters to insure that the controlled and uncontrolled limits deemed safe by the FC for human exposure are not exceeded. OET Bulletin 65 recommended guidelines are intended to allow an applicant to "make a reasonably quick determination as to whether a proposed facility is in compliance with the limits." In addition, the guidelines offer alternate supplementary considerations and procedures such as field measurements and more detailed analysis that should be used for multiple emitter situations. These guidelines define RF as emissions in the frequency range of 300 kHz to 100 GHz. The FCC define Maximum Permissible Exposure (MPE) limits within this frequency range based on limits recommended by the National Council on Radiation Protection and Measurement, the Institute of Electrical and Electronics Engineers, LCC. (IEEE), and by the American National Standards Institute (ANSI). The specific MPE limits defined by the FCC are as follows: nge [MHz] - 3.0 -30 - 300 ) -1,500 00 - 100.0( Electric Field Strength (E) [V/m] 614 1842/f 61.4 Magnetic Field Strength (H) [Alm] 1.63 4.89/f 0.163 Power Density (S) [mW/Cm"2] 100* 900/f^2* 1 f/300 5 Averaging Time JEJ"2, (H112 or S [minutes] 6 6 6 6 6 Frequency Electric Field Magnetic Field Power Density Averaging Time (EJ"2, Range [MHz] Strength (E) IV/m] Strength (H) [Alm] (S) [mW[Cm"2] JH("2 or S [minutes] 0.3 - 3.0 614 1.63 100* 30 3.0 - 30 842/f 2.19/f 180/f^2* 30 30 - 300 27.5 0.073 0.2 30 300 - 1,500 - - f/1500 30 1,500 - 100,000 - - 1 30 f = frequency *Plane -wave equivalent power density The FCC states that "Occupational/Controlled limits apply in situations in which persons are exposed as a consequence of their employment provided those persons are fully aware of the potential for exposure and can exercise control over their exposure. Limits for occupational/controlled exposure also apply in situations when an individual is transient through a location where occupational/controlled limits apply provided he or she is made aware of the potential for exposure." Page 13 of 17 Prepared for: T-Mobile, Site: SE03545A For General Population/Uncontrolled limits, the FCC states that "General population/uncontrolled exposures apply in situations in which the general public may be exposed, or in which persons that are exposed as a consequence of their employment may not fully be aware of the potential for exposure or cannot exercise control over their exposure." For purposes of this analysis, all limits are evaluated against the Power Density limits. Typical guidelines for determining whether occupational/controlled limits can be applied include insuring the environment (such as a rooftop) as limited/controlled access via locked doors or physical barrier that are preferably controlled by a landlord that is aware of the situation and can inform anyone going through the locked door of the existence of the RF emissions. Such notification/awareness is typically accomplished by means of signage on the door, or other access to the area of concern, as well as signage on or near the antennas. Examples of such signs include the following: I i i 1) (W) Radio frequency fields beyond this point may exceed the FCC general public exposure limit obey all posted signs and sne guidelines; fat working In rndki frcQuency MYIIOntiie ts, ACAUTION Beyond this point: Radio frequency fields at this site may exceed FCC rules for human exposure. For your safety, obey all posted signs and se• guIdAnes for wetiing In radio frequsiicy envtrontrwnts. AWARNING Aof ) Beyond this point: Radio frequency fields at this site exceed the FCC rules for human exposure. Pollute to obey ail posted signs and site gukfolims for working In radlo frequency environments could result in serous injury. Standards for when to use each of the above signs for occupational situations are as follows: No sign required: <20% of Occupational MPE Blue Sign, Notice: 20% to <100% of MPE Yellow Sign, Caution: 100% to <1000% of MPE Red Sign, Warning: >1000% of MPE All MPE references are to the FCC Occupatiorurl limits. Page 14 of 17 Prepared for: T-Mobile, Site: SE03545A Appendix B: Overview of RoofView® Functions and Assumptions RoofView@ is a tool developed and supported by Richard Tell Associates, LCC. to be used for analysis of RF field levels at teleconvmnications sites produced by antennas of the type commonly used in cellular, paging, SMR, PCS and two-way radio communications services. Although its name suggests that the tool is only for use in evaluating emissions for roof top applications, it can also be used to evaluate ground level effects of tower facilities. RoofView@ allows the user to apply near field, far field, or a combination of near and far field computational methods as desired by the user. For this analysis, near field computations are used for areas within the near field, and far field computations are used beyond the near field. Specific break points are dynamic based on the aperture of the antenna being analyzed. The near field methodology is based on a cylindrical model that assumes the power into an antenna is distributed as a cylinder around the aperture of the antenna. Research by Richard Tell Associates, LCC. found that using such a model, along with corrections for height and antenna pattern, is very accurate, if not slightly conservative in estimating RF exposure. FCC Bulletin 65 recognizes the use of the cylindrical model for near field calculations. The following picture and corresponding equation summarizes the computations used by RoofView® on a bin -by -bin basis when the near field method is used: 17 S = 360 P 8 BW znRh 7 3 dB Beam (degrees) - 0Bw Each bin's results are then also adjusted by spatially averaging the portion of a 6 foot tall human that intercepts the aperture over 6 feet. Once the antenna is completely above (or below) the height that corresponds to a 6 foot tall human, the cylindrical results are Page 15 of 17 Prepared for: T-Mobile, Site: SE03545A reduced to 10% of their results and then dissipated inversely in proportion to the square of the distance. Once bins being analyzed fall outside of the near field (as determined by a method and variable that is user -selectable; see below for method and variable used in this analysis), a far -field spatial average is calculated. Spatially averaged power density in the far -field is calculated by reducing the spatially averaged power density inversely, by the square of the distance from the antenna(s). There are several input variables to RoofView8 that can impact the results produced when evaluating specific cell sites. Those variables are summarized accordingly: Required Inputs for RoofView® v4.15 Analysis Thresholds Relative to Controlled Limits) >= 0% < 5% >= 5% R< 20% >= 20% Yellow < 100% >= 100% Standard FCC 1997 Occupational (default) FCC 1997 General Population (as applicable) Model Near/Far Spatial Average Uptime 100% (vary as applicable) Near/Far Field Transition Method X ApHt Near/Far Field Transition At Ht Factor 1.5 Page 16 of 1.7 Prepared for: T-Mobile, Site: SE03545A References FCC (1997). "Evaluating Compliance with FCC Guidelines for Human Exposure to Radiofrequency Electromagnetic Fields"; Federal Communications Commission; Office of Engineering and Technology, OET Bulletin 65, Edition 97-01, August. Richard Tell Associates, LCC. (2003). RoofView® User Guide Version 4.15, Richard Tell Associates, LCC., February 10, 2003. Limited Warranty Centerline Solutions, LCC. warrants that this analysis was performed in good faith using the methodologies and assumptions covered in this report and that data used for the analysis and report were obtained by Centerline Solutions, LCC. employees or representatives via site surveys or research of T-Mobile's available information. In the event that specific third party details were not available, best efforts were made to use assumptions that are based on industry experience of various carriers' standards without violating any confidential information obtained under non -disclosure terms. Centerline Solutions, LCC. also warrants that this analysis was performed in accordance with industry acceptable standards and methods. There are no other warranties, express or implied, including but not limited to, the implied warranties of merchantability and fitness for a particular purpose, relating to this agreement or to the services rendered by Centerline Solutions hereunder. In no event shall Centerline Solutions be held liable to T-Mobile, or to any third party, for any indirect, special, incidental, or consequential damages, including but not limited to loss of profits, loss of data, loss of good will, and increased. expenses. In no event shall. Centerline Solutions be liable to T-Mobile for damages, whether based in contract, tort, negligence, strict liability, or otherwise, exceeding the amount payable hereunder for the services giving rise to such liability. Page 17 of 17 E R E n O 1 n E E R s Project Number: U1194-576-151 May 26, 2014 Cascadia PM, LLC 3320 South Bay Road NE Olympia, WA 98506 ATTENTION: Bryan Underhill REFERENCE: SE03545A — Pacific Hwy & 11611 1220 Tukwila International Blvd. — Tukwila, WA 98168 Structural Review of Proposed Antenna and Equipment Installation Dear Bryan, kOR REVS WED FOR CODE COMPLIANCE APPROVED AUG 14 2015 City of Tukwila BUILDING DIVISION Per your request, we have reviewed the construction drawings prepared by your office for the proposed replacement of three existing panel antennas with three new panel antennas attached to the exterior face of an enclosure on the rooftop of an existing building. In addition, we have reviewed previous structural analysis calculations prepared by Cornerstone Engineering, Inc. (Site Name: Pacific Highway and 116' / Intergate, CEI Project No. 12-06090, Dated: May 31, 2012) of the existing antenna mounts and site walk photographs provided to us by your office. Please be advised as follows: Based upon our calculations and review of the documents noted above, we conclude that the existing or new antenna mounts, as detailed on the construction drawings, are adequate to support the loads associated with the proposed antennas. Supporting calculations for the gravity and lateral loading on the proposed antennas and for the capacity of the existing antenna mounts and their connection to the existing structure are attached. In addition, the lateral and gravity loads associated with the proposed equipment is minor when compared to the loading associated with the overall structure and will not significantly affect the existing building. The recommendations above are provided based upon calculations prepared by our office and information the client provided. A representative from Vector has not visited the site. The analysis and conclusions described above are based on the assumption that the structure was properly designed and constructed. Vector Structural Engineering makes no claim as to the correctness of the original design or the current condition of the structure, which is assumed to be in good condition, free of damage or deterioration. The contractor shall notify Vector immediately should any damage, deterioration or discrepancies between the as -built condition of the existing structure and the assumed condition described in this report and on the construction drawings be found. We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. RECEIVED Very truly yours, A► CITY OF T U K W I L A VECTOR STRUCTURAL ENGINEERING Roger T. Alworth, S.E. Principal RTA/lrg 05/26/15 EXP.1/27/16 Enclosures JUL 21 2015 PERMIT CENTER DI 5 Dlc6c- Vector Engineers 19138 S. State St., Suite 101, Sandy, UT 84070 - Ph: 801.990.1775 Fax: 801.990.1776 Page 2 of 15 �0 JOB NO.: U11.94-576-151 DESIGNED: LRG TOR DATE: 05/26/15 CHECKED: BDV " E n(3 1 rl E ff R 8 PROJECT: SE03545A PACIFIC HWY & 116TH Design Criteria: Code: Structural design is based on the International Building Code, 2012 Edition Wind: Basic wind speed = 110 mph (3-second gust) per the ASCE 7-10 standard Risk category: II Wind exposure: C Seismic: Seismic loads are based on the International Building Code, 2012 Edition Seismic importance factor, I = 1 Risk category: II Mapped spectral response accelerations: SS = 1.514g S, = 0.568g Site class: D Spectral response coefficients: SDs = 1.0099 Sp, = 0.568g Seismic design category: D Basic seismic -force -resisting -system: Cantilever Element: Braced below its center of mass Seismic response coefficient, Cs = 0.404 Response modification factor, R = 2.5 Analysis procedure: Equivalent lateral force General Notes: 1 The contractor shall verify dimensions, conditions and elevations before starting work. The engineer shall be notified immediately if any discrepancies are found. 2 The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown for other similar work and as required by the building code. 3 These calculations are limited to the structural members shown in these calculations only. 4 The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility. 5 All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. Structural Steel: 1 All structural steel code checks based on the AISC, 14th Edition per the ASCE 7 standard .2 All steel pipe to be per ASTM A53 GR. B (35 KSI), U.N.O. 3 All other'structural steel shapes & plates shall be per ASTM A36, U.N.O. 4 All bolts for steel -to -steel connections shall be per ASTM A325N, U.N.O. 5 All bolted connections shall be tightened per the "turn -of -nut' method as defined by AISC. 6 All steel surfaces shall be galvanized in accordance with ASTM A123 and ASTM A153 standards, thoroughly coated with a rust inhibitive red oxide primer, or otherwise protected as noted on the structural drawings. Page 3 of 15 JOB NO.: U1194-576-151 DESIGNED: LRG RCTORDATE: 05/26/15 CHECKED: BDV E n G I n E E R S PROJECT: SE03545A PACIFIC HWY & 116TH SUBJECT: Design Wind Loads on Other Structures DESIGN WIND LOADS ON OTHER STRUCTURES: (Chimneys, Tanks, Rooftop Equipment, & Similar Structures) Label: Antenna Panels and RRUs INPUT DATA: Basic Wind Speed, V [mph]: 110 Exposure Category: C Structure: Cross -Section: Square Height, h [ft]: 8.0 Width, D [ft]: 1.0 Length, L1 [ft]: 0.6 Average Elevation, z [ft]: 89.0 For Non -Rooftop, Flexible Structures, (if n 1 < 1 Hz): Depth, L [ft]: Natural Frequency, n 1 [Hz]: Damping Ratio, a: 0.005 Rooftop Structure? No Supporting Structure (of Rooftop Structure): Height, H [ft]: 73.3 Width, B [ft]: 20.0 Length, L2 [ft]: 20.0 For Flexible Supporting Structures, (if n 1 < 1 Hz): Depth, L [ft]: Natural Frequency, n 1 [Hz]: Damping Ratio, p: 0.005 DESIGN SUMMARY: Full Wind Pressure, 1.OW [psf]: 42.0 Design Wind Pressure, 0.6W [psf]: 25.2 Design Diagonal Pressure, 0.6W [psf]: 19.7 B t D STRUCTURE SUPPORTING STRUCTURE N Page 4 of 15 0 JOB NO.: U1194-576-151 DESIGNED: LRG E C TOR DATE: 05/26/15 CHECKED: BDV e n a i n E E R s PROJECT: SE03545A PACIFIC HWY & 116TH SUBJECT: Enclosure Calculations Antenna Loads: Design Wind Pressure, p [psfJ: 42.0 (1.0W) Total Weight Front area Side area Front load Side load (Ibs) (ftz) (ftz) (Ibs) (Ibs) Quantity SBNH-1D65C-V1 49.6 7.97 4.75 335 200 1 Dia/Width (in) Distributed Load (plf) 2" Std. pipe 2.375 8.31 Page 5 of 15 YF=CTOR n G I n E E R S JOB NO.: U1194-576-151 DATE: 5/26/2015 DESIGNED: LRG CHECKED: BDV PROJECT: SE03545A PACIFIC HWY & 116TH SUBJECT: LOADS Label: Antenna Mount Loads: Dead Load, D: Component: Weight Antenna Equipment 49.6 lb Number = 1 Total = 50 lb 2" STD Steel Pipe: 3.66 pif Length = 9 ft Total = 33 lb Misc: 49 lb Number = 1 Total = 49 lb Wp = 132 lb Wind Load, W: V"ns (see RISA 3D analysis): 415 lb Controls Vion9 (see RISA 3D analysis): 275 lb Controls Seismic Load, E. Consider Seismic: Yes Occupancy Category: II Fe = 1.0 Seismic Design Category: D Fv = 1.5 1p = 1.00 SMs = 1.514 Site Class: D SM, = 0.852 RP = 2.5 Sos = 1.009 Ss = 1.514 So, = 0.568 S, = 0.568 ap = 2.5 0.7 * Fp,min = 28 lb Z = 1 1.0 Ift 0.7 * Fp,m. = 149 lb h = 1 1.0 Ift z/h = 1.0 0.7 * Fp,tmns =1 112 Ilb 0.7 * Fp,ion9 = 112 lb 0.7 * Fp,vert = 19 lb Vector LRG U1194-576-151 Pacific Hw. Antenna Mount on Parapet SK-1 May 26, 2015 at 9:36 AM Antenna Pipe.r3d Page 7 of 15 Y Z X N5 IN IN M2� 2 N6 IN 1 Vector SK - 2 LRG Antenna Mount on Parapet May 26, 2015 at 9:37 AM U1194-576-151 Pacific Hw.. Antenna Pipe.r3d Cr.3of. Loads: BLC 1, Dead Vector LRG U1194-576-151 Pacific -251 Antenna Mount on Parapet SK-3 May 26, 2015 at 9:37 AM Antenna Pipe.r3d Page 9 of 15 Y Z X 1701 b 1701 b 8.311b/ft, Loads: BLC 2, WLx Vector SK - 4 LRG Antenna Mount on Parapet May 26, 2015 at 9:37 AM U1194-576-151 Pacific Hw.. Antenna Pipe.r3d Page 10 of 15 Y z X i T i i i i 1001b 1 1001b .31 Ib/ft Loads: BLC 3, WLz Vector SK - 5 LRG Antenna Mount on Parapet May 26, 2015 at 9:37 AM U1194-576-151 Pacific Hw.. Antenna Pipe.r3d Page 11 of 15 Company Vector May 26, 2015 Designer LRG Job Number U1194-576-151 Pacific Hwy & 116th Checked By: BDV T E c M N o l o B I E s Model Name Antenna Mount on Parapet Joint Coordinates and Temperatures 1 V rol V rRl 'r"1 © 1 1 1 © 1 •, 1 1 0 1 • 1 1 © • 1 1 1 Q 1 1 1 Hot Rolled Steel Section Sets 1 nk_l CL.--- T...._ fl__:__ 1 :_a ••_a_.:_1 n__:__ n w r._ 1. ... r:_ .• .• . r.._ .. 1 MountPi a PIPE 2.0 Beam Pie A53 Gr. B TvDical 1.02 1 .627 .627 1.25 2 1/4" mount arm PL 1/4x4 Beam RECT A36 Gr.36 Typical 1 .005 1 333 .02 3 L angle L2x2x3 BeamSin le Angle A36 Gr.36 Typical 271 .271 .009 thru bolt 3/4"bolt HRA Beam BAR A36 Gr.36 Typical 04 12 012 024 Member Primary Data I h.1 I Inin4 1 In:n1 I! In:n1 DMA +—IA C....�:..../C�1.....,. T.._.. n__:__ 1 :_ •._a__ _1 1 M1 N1 5 MountPi a Beam Pie I A53 Gr, B T ical 2 M2 B1 N2 270 Valmont B2021 Beam CU IA607 C1 Gr... Typical 3 M3 B2 N3 270 Valmont R9021 I Beam 1 CU IA607 C1 Gr... Typical BasicI.oad Cases PI r r)n n4inn V r'. .:r.. YJ Load Combinations rincrriMinn Qn Drle1+� Q QI PC— 0 ®�'■m0■■■■■■■■■■■■■■■■■■ RISA-3D Version 13.0.0 [NA ... \... \... \... \ENG\Antenna Pipe.r3d] Page 1 Page 12 of 15 c Company Vector May 26, 2015 Designer LRG t� Job Number U1194-576-151 Pacific Hwy & 116th Checked By: BDV T I c e N o o d e s Model Name Antenna Mount on Parapet Envelope RISC 14th(360-10): ASD Steel Code Checks Member Shape Code Check Loc[ftl LC Shear ... Loc ft Dir LC Pnc/om ..Pnt/om ..Nln /o.. Mnzz/o... Cb Eon 1 M1 I PIPE 2.0 .228 13.94516 1 .023 13.9451 11412908.73121377.2... 11245.25911245.25912... H1-1 b Envelope Member Section Forces Uamhcr Ccr Avi.irw 1 r` v 1 M 1 1 max 0 1 .018 4 .018 3 0 1 0 1 0 1 2 min 0 1 -.02 5 -.018 2 0 1 0 1 0 1 3 2 max 0 1 .004 4 .008 3 0 1 0 1 0 1 4 min 0 1 - 5 -.008 2 0 1 0 1 0 1 5 M2 1 max 232.624 5 130.228 17 161.273 4 0 1 0 1 129.934 17 6 mi -1 6,334 12 -130.228 16 -86.478 113 0 1 1 0 1 1 -129.934 16 7 2 ma 232.624 5 130.2 8 17 155.727 4 0 1 158.5 4 .295 16 8 min - -130.2 8 16 -89.806 13 0 1 -88.142 13 -.295 17 9 M3 1 max 31.765 13 .20 9 161.391 5 0 1 0 1 36,502 9 10 min -88.113 4 -36. 8 -86.584 12 0 1 0 1 -36.502 8 11 2 max 31.765 13 36.20 155.845 5 0 1 158.618 5 .295 17 12 min -88.113 4 -36. 8 I-N-LW12 112 0 1 -88.248 12 1 -,295 1181 VALMONT B2021 capacity: 600# verticaT2600# lateral (see attached sheet for capacity) Envelope Joint Reactions (---> OK) Wn4 Y rlhl 1 P` v nki 1 (' 7 rlhl 1 r &AY f1h_41 1 (` nnv nk 441 1 (` nA7 nk 441 1 n 1 B1 max 232.624 - 5 - 161.274 - 4 - --- 130.224 --- 15 0 -- 1 --- - 129.934 -- 17 -- 0 -- 1 2 min -176.334 12 -86.688 13 -130.224 14 0 1 -129.934 16 0 1 3 B2 max 31.765 13 161.37 5 36.208 8 0 1 36.502 9 0 1 4 - min -88.113 4 -86.6 12 -36.208 9 0 1 -36.502 8 0 1 5 Totals: max 250.37 13 93.372 4 166.37 8 6 min -250.37 4 56.023 1 13 1 -166.37 1 9 RISA-3D Version 13.0.0 [NA ... \...\...\... \ENG\Antenna Pipe.r3d] Page 2 Pape 18 OT 10 WALL PIPE MOUNTS SLIDER BRACKET m Slider Brackets, as included with the Wall Mounts, are avail- able for four pipe diameters and mount on a flat wall. The included U-bolts and other hardware are 5/8" diameter. Standoff of the pipe centerline from the wall is 1'. Two of these individual Slider Brackets are required to support a pipe for antenna mounting. The Slider Bracket is installed to the wall using one of four separately ordered Anchor Kits (page 9.5), selected to match the type of wall construction. Galvanized. Brackets are rated to support a lateral load of 2600 lb and a vertical load of 600 lb per bracket when used in pairs Product Number Description List Price B1476* 23/A" $72.00 B2018 23/a" $49.00 B2019 27/," $51.00 B2020 3" $53.00 B2507 31h" $55.00 B2021 4'h" $57.00 *Comes with thru-bolt and concrete anchor kits 1116" x slots r., 6" dia hole for coding lug attachment r ! i I; f \N hA1(PnF1 Fr'T 5126/2015 Search Results for Map Horne Related Resources Search Results Latitude: 47.4933 Longitude:-122.2938 ASCE 7-10 Wind Speeds (3-sec peak gust MPH*): Risk Category I: 100 Risk Category II: 110 Risk Category III -IV: 115 MRI** 10 Year: 72 MRI** 25 Year: 79 MRI** 50 Year: 85 MRI** 100 Year: 91 ASCE 745: 85 ASCE 7-93: 70 *MPH(Miles per hour) '*MRI Mean Recurrence Interval (years) Sponsors About ATC Contact Users should consult with local building officials to determine If there are community -specific wind speed requirements that govern. En Download a PDF of your results RPrint your results WEST SEA j'iTLE i � 1 L cnnrort White Cent i I 4s Vashon BSFTo Newcastle 99 (U S ' Con± Region. �ntow n C East ® Renton Fligt Tukwila `Ifi4aa >g , sfa 163 �_ _9 d sea ac orillia Cascade- Fairwood r � . 1 515 ]� East }l IIIII-Meridian Wninpc f/ Map,.Report a map error WIND SPEED WEB SITE DISCLAIMER: While the information presented on this web site is believed to be correct, ATC assumes no responsibility or liability for its accuracy. The material presented in the wind speed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the wind speed report provided by this web site. Users of the information from this web site assume all liability arising from such use. Use of the output of this web site does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site(s) described by latitude/longitude location in the wind speed report. Sponsored by the ATC Endowment Fund • Aoolied Technology Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 A.v4----A N---A no A....._4AA797001......:4...iw— 4M M97t0•:nL n..&.w.... :-4M0•: 414 5/25=15 Design Maps Summary Report illillitUS"S Design Maps Summary Report User -Specified Input Report Title Pacific & 116th Tue May 26, 2015 14:47:51 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.493280N, 122.29375°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Q '1 - �.mapquest USGS-Provided Output 11�N�ahllcrnf..��: Page 15 of 15 rr. - � 1 � f 1 I I AM'IF'RICA i ` 167 DI ;�1 m MapQuest SS= 1.514g SMS= 1.514g SpS= 1.0099 S1 = 0.568 g SM1 = 0.852 g Spl = 0.568 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCER Response Spectrum 1.76 I.60 1.44 1.28 1.12 .0 0.95 y 0.20 0.494 0.4a 0.32 0.16 0.00 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.20 2.00 Period, T (sac) Design Response Spectrum 1.10 0.99 0.88 0.77 C1 0.66 0.ss 0.44 0.33 0.22 0.11 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.90 2.00 Period T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the NM•//n1...2e!vflvu.nLn .ur ..er•e-,/line i-ene1,-M.---r4--'W-,da/n-m:n:-.19.1.•f:M v4n-A7 AM)70F.1i il.uin-_1,17i/ev.l anc='ZQric4ndnnMi=fl 110 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0184 DATE: 07/23/15 PROJECT NAME: T-MOBILE SITE ADDRESS: 12201 TUKWILA INTT BLVD X I Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # DEPARTMENTS: Building Division ��k �j 0 Al" Public Works 0 Revision # after Permit Issued g1k aM .4" Fire Prevention ®. Structural ❑ AfpR L# GIs Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: DATE: 07/28/15 Not Applicable ❑ Structural Review Required ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 08/25/15 Approved ❑ Approved with Conditions ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: Denied ❑ (ie: Zoning Issues) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ DATE: Staff Initial 12/1812013 CASCADIA PM July 21, 2015 Attn: Rachelle Ripley Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Re: T-Mobile Wireless Communications Facility (WCF) T-Mobile Site Name: SE03545A Pacific HWY & 116th Site Address: 12201 Tukwila International BLVD Tukwila, WA 98168 Parcel Number: 0923049120 Building Permit No: D15-0184 Application Date: 7-21-2015 Dear Rachelle, Precision Program Management I turned in a building permit on Tuesday and had a balance due. Please find attached check number 0003124695 for $800.30. Please email me at colin.robinson@cascadaipm.com to confirm receipt of the check. Thank you, Colin Robinson Zoning Specialist 360-561-3311 Cell 733 7th Avenue, #209 Kirkland, WA 98033 Cascadia PM, LLC Corporate Headquarters 3322 South Bay Road NE Olympia, WA 98506 360 438 8002 www.cascadiapm.com 130 N. Nimitz Hwy Suite A-200 5501 NE 10911 Ct Suite A-2 733 Seventh Ave Suite 209 Honolulu, HI 96817 Vancouver, WA 98662 Kirkland, WA 98033 808 536 7400 360 885 9200 425 828 1008 CASCADLA PM Precision Program Management July 21, 2015 Department of Community Development 6300 Southcenter Blvd., #100 Tukwila, WA 98188 Re: T-Mobile Wireless Communications Facility (WCF) T-Mobile Site Name: SE03545A Pacific HWY & 116th Site Address: 12201 Tukwila International BLVD Tukwila, WA 98168 Parcel Number: 0923049120 Legal Description: BEGIN NW CORNER OF NE 1/4 OF SE 1/4 TH S 89-16-35 E 100 FT TH S 24-13- 53 E 969.61 FT TO POINT OF BEGINNING TH N 65-46-07 E 58.17 FT TH N 63-32-48 E 62.13 FT TH S 22-47-01 E 21.44 FT TH N 65-30-25 E 199.33 FT TO POINT ON WLY R/W LINE OF PRIMARY STATE HIGHWAY NO 1(SR 99) SOUTH 118TH ST TO JCT SSH NO 1-K APPROVED JULY 23, 1957 TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2805 FOOT RADIUS NON TANGENT CURVE TO RIGHT, CENTER BEARING S 65-44-51 W, THRU C/A OF 1-16-30 DISTANCE OF 62.42 FT TH FOLLOWING SAID WLY R/W LINE N 67-01-21 E 10 FT TH FOLLOWING SAID WLY R/W LINE ALONG ARC OF 2815 FOOET RADIUS NON TANGENT CURVE TO RIGHT CENTER BEARING S 67-01-21 W THRU C/A OF 6-31-21 DISTANCE OF 320.45 FT TH S 73-32-42 W 16.58 FT TH S 71-35-51 W 61.96 FT TH N 78-38-58 W 7.83 FT TH S 75-53-44 W 106.07 FT TH N 05-01-10 W 18.41 FT TH S 82-22- 27 W 64.93 FT TH S 63-55-24 W 58.16 FT TH N 24-13-53 W 334.22 FT TO POINT OF BEGINNING - LOT B OF CITY OF TUKWILA BOUNDARY LINE ADJUSTMENT NO L98-0033 RECORDING NO 9810059013 To Whom It May Concern: Oh behalf of T-Mobile, Cascadia PM is pleased to submit for a modification of an existing wireless communications facility. The proposed modification consists of changes to an existing rooftop site. The modifications will consist of the removal of 3 existing panel antennas, addition of 3 new panel antennas and the addition of 3 remote radio units with cabling. Please find enclosed: RECEIVED Application Checklist CITY OF TUKWILA WCF Application Form General Application Form JUL 2 1 2015 Construction Drawings Structural Analysis PERMIT CENTER NIER Study Check # 003141851 for $620.55 and Check #003141850 for $24.12 The site is an existing unmanned wireless communications facility so a parking plan is not applicable. Similarly, landscaping, irrigation, erosion and grading plans are not applicable because it is an existing rooftop site and no changes are being made to the ground. A noise study is also not applicable because Cascadia PM, LLC Corporate Headquarters t) 5 - aq 3322 South Bay Road NE Olympia, WA 98506 130 N. Nimitz Hwy Suite A-200 5501 NE 109111 Ct Suite A-2 733 Seventh Ave Suite 209 360 438 8002 Honolulu, HI 96817 Vancouver, WA 98662 Kirkland, WA 98033 www.cascadiapm.com 808 536 7400 360 885 9200 425 828 1008 no new noise generating equipment is being added to the site. This modification is exempt from SEPA per WAC 197-11-800 (25) (a)(i). The site does not include any sensitive areas and all equipment is on the roof. The equipment cabinets are located behind a penthouse screen wall that is painted to match the building. The antennas are flush mounted to the penthouse and will be painted to match the color of the building. The antennas will not be higher than the penthouse walls. The coax is located below the parapet of the rooftop and is not visible from the ground. If you have any questions or inquiries regarding this application please feel free to contact me. Thank you, Colin Robinson Zoning Specialist 360-561-3311 Cell 733 7th Avenue, #209 Kirkland, WA 98033 CITY OF WKWILA Depai•tnreirt of Community Development 6300 Southcentei- Boulevard, Tukwvila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge anti consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 12201 Tukwila International BLVD Tukwila, WA 98168 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. �7 EXI. CUTED at •TU FCw t � 0, (city), W Pr (state), on � t) i i.J C 1 120 i 5 (Print Name) RECENEO 122-6I rtUKWttw rv, 'L f;Iqd 4'1"Aom- C ITY OF T U K W I L A (Address) —5e i �� �� (0 JUL 21 2015 2�-Z77-s21 1 (Phon Numbcr) PERMIT CENTER (Signature) On this day personally appeared before me �•.vr:-�. / �' l A�Gi V e $ to me known to be the individual who executed the foregoing instrument and acknowleUged that he/she signed the same as is/her voluntary act and deed for (lie uses and purposes mentioned therein. "ttrt�trttR� BEFORE ME ON "PHIS t ! DAY OF J U j� , 20 SUBSCRIBED /l,�eiV;% ),VIQf2j 'TQ NOTA� `anti NOTARY PUBLIC in a'�}}d� for the State of Wasl n n r I residing at I +G�t� g 13211 l N� .�9 pUBtl My Commission expires on AA+C1A .3t. 201 T, s'9 • .pc 'rAr Ql` a j� y •l+Q`3^�', r`` SWelAstoreTity Common \Teri et,?3iditl hl�Pmgress\Wircless Cooummicntion Facility-3=20i Ldocx D15 ol%'0k CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 12201 Tukwila Intemational BLVD. Tukwila, WA 98168 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 5. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. t ` EXECUTED at %irk 1' (city), ICJ (state), on V� { , 2q S� CITY OF TUKWILA JUL 21 M5 PERMIT CENTER On this day personally appeared before me BARI& ��i(j�!' to me known to be the individual who executed the foregoing instrument and acknowledged that hgLshg signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED Mdeptst- TO BEFORE ME ON THIS kl" DAY OF J U t-' , 20 for the State of Washington My Commission expires on / Z12 l! -3 Communication Facility-1aQ01 IAwx V5. W�4- MASTEC NETWORK SOLUTIONS TNC Page 1 of 2 Home Lnicio en E.sp<niol Contact Search L&1 ' A-! Index Help 4Iti Secure. L&l. Safety Claims & Insurance Workplace Rights Trades & Licensing OnWashington State Department of Labor & Industries MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT.E, PRESIDENT DE CARDENAS, ALBERTO I, VICE PRESIDENT PITA, GEORGE L, TREASURER CORPORATE CREATIONS NETWRK INC, AGENT Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 License 1825 Ponce De Leon Boulevard #543 CORAL GABLES, FL33134 866-545-1782 Business type Corporation Governing persons ALBERTO DE CARDENAS GEORGE L PITA; ROBERT APPLE; Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor Active. ............................................................. Meets current requirements. License specialties GENERAL License no. MASTENS863JS Effective — expiration 04/10/2014— 04/10/2016 Designated administrator Active. Brubach, Anthony J Meets current requirements. License type License no. Electrical Administrator BRUBAAJ868QF Bond ................. Travelers Cas and Surety Co of America $4,000.00 Bond account no. 106063550 Received by L&I Effective date 04/10/2014 03131 /2014 Expiration date Until Canceled Savings ............... No savings accounts during the previous 6 year period. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS863JS&SAW= 10/21/2015 MASTEC NETWORK SOLUTIONS INC License Violations No license violations during the previous 6 ye_. period. Page 2 of 2 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 533,306-00 ................................. Account is closed. Doing business as MASTEC NETWORK SOLUTIONS INC Estimated workers reported NIA L&laccount representative T5 i DALILA MEANS (360)9024735 - Email: MEAE235@lni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. 0 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS863JS&SAW= 10/21/2015