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Permit D16-0088 - T-MOBILE - WIRELESS COMMUNICATION FACILITY MODIFICATION
T -MOBILE 18800 ORILLIA RD S D16-0088 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 3523049037 18800 ORILLIA RD S Project Name: T -MOBILE DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D16-0088 5/23/2016 11/19/2016 Owner: Name: KING COUNTY -SOLID WASTE Address: 500 4TH AVE ADM -ES -0800, SEATTLE, WA, 98104 Contact Person: Name: JEFF SMITH Address: 918 S HORTON, SUITE 1002 , SEATTLE, WA, 98134 Contractor: Name: CODE USA LP Address: 30970 INDUSTRIAL RD, LIVONIA, MI, 48150 License No: Lender: Name: Address: CODEUUL843C5 Phone: (208) 255-9905 Phone: (805) 663-2633 Expiration Date: 2/25/2018 DESCRIPTION OF WORK: MINOR MODIFICATION TO EXISTING WIRELESS COMMUNICATION FACILITY Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $824.42 Occupancy per IBC: U Water District: HIGHLINE Sewer District: NONE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: 7-9--1 i I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or lo s regulating construction or the performance of work. I am authorized to sign and obtain this develop r ent p: rmit and agree to th• conditions attached to this permit. Signature: Print Name: Date s j J/C This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 3523049037 Permit Number: 18800 ORILLIA RD S Project Name: T -MOBILE Issue Date: Permit Expires On: D16-0088 5/23/2016 11/19/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: KING COUNTY -SOLID WASTE 500 4TH AVE ADM -ES -0800, SEATTLE, WA, 98104 JEFF SMITH 918 S HORTON, SUITE 1002 , SEATTLE, WA, 98134 SAC WIRELESS LLC 540 MADISON ST 16th FLOOR, CHICAGO, IL, 60661 SACW I W L852J 2 111 Phone: (208) 255-9905 Phone: (847) 944-1600 Expiration Date: 7/1/2017 DESCRIPTION OF WORK: MINOR MODIFICATION TO EXISTING WIRELESS COMMUNICATION FACILITY Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $824.42 Occupancy per IBC: U Water District: HIGHLINE Sewer District: NONE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: /6&.0 Date: 0-5 b3/l6 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Date: 5123/14, Print Name: osr_.I r (C This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. t i - (o g Project No. Date Application Accepted: 3-30"1 Date Application Expires: q.-30Fj(p (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 3523049037 Site Address: 18800 Orilla Road Tenant Name: T -Mobile Suite Number: PROPERTY OWNER Name: Jeff Smith Name: Bow Lake Transfer/USWES City: Seattle State: WA Zip: 98134 Address: 18800 Orilla Road Email: jsmith@rykaconsulting@gmail.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Jeff Smith Address: 918 South Horton, Suite 1002 City: Seattle State: WA Zip: 98134 Phone: (208) 255-9905 Fax: Email: jsmith@rykaconsulting@gmail.com GENERAL CONTRACTOR INFORMATION Company Name: SAC Wireless Address: 1501 E Woodfield RD STE 300E City: Schamburg State: IL Zip: 60173 Phone: (847) 944-1600 Fax: Contr Reg No.: SACWIWL852J2 Exp Date: 07/01/2017 Tukwila Business License No.: BUS -0996873 H:\Appliations\roma-Applications On Line \2011 Applcntions\Pnmit Application Revised - 8-9-1 I.docc Revised: August 2011 06 New Tenant: Floor: El Yes ..No ARCHITECT OF RECORD Company Name: BJ Thomas Architect Name: BJ Thomas Address: 7607 80th Ave NE City: Marysville State: WA Zip: 98270 Phone: (206) 851-1106 Fax: Email: bjthomas@bjthomaspe.comcastbiz.net ENGINEER OF RECORD Company Name: American Tower Corporation Engineer Name: Bryan K. Lanier Address: 3500 Regency Parkway, Suite 100 City: Cary State: NC Zip: 27518 Phone: (919) 468-0112 Fax: (919) 466-0541 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: None Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Describe the scope of work (please provide detailed information): Minor modification to existing wireless communication facility. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 0 m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: NOT APPLICABLE Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicatians\Forms-Applications On L ne\2011 ApplicationsWennit Application Revised- 8-9-11.docx Revised: August 2011 bit Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1s' Floor 2°d Floor 3rd Floor Floors thru Basement Accessory Structures NOT APPLICABLE Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: NOT APPLICABLE Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applicatians\Forms-Applications On L ne\2011 ApplicationsWennit Application Revised- 8-9-11.docx Revised: August 2011 bit Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Minor modification to existing wireless communication facility. NOT APPLICABLE Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District t] ...Tukwila ❑ ... Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑ ...Valley View 0 .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: D] On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill ❑ ...Sanitary Side Sewer ❑ l ...Cap or Remove Utilities ❑ ...Frontage Improvements 0 ...Traffic Control ❑ ...Backflow Prevention cubic yards cubic yards Fire Protection Irrigation Domestic Water El .. Geotechnical Report 0 .. Maintenance Agreement(s) ID ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) El .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. 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 ❑ ...Water Main Extension 91 If Public 0 Public 0 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding WO WO # WO # ❑ ...Deduct Water Meter Size Private ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: NOT APPLICABLE Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H: Applicatioas\Foms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 l.docx Revised: August 2011 66 Page 3 of 4 PERMIT APPLICATION NOTES - Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Date: 03/09/2015 Print Name: Jeff SmithDay Telephone: (208) 255-9905 Mailing Address: 918 South Horton Street, Suite 1002 Seattle WA 98134 FIAApplieations\Fotnts-Applications On Line \2011 Applications\Pemit Application Revised - 8-9.11.doce Revised: August 2011 bb City State Zip Page 4 of 4 DESCRIPTIONS I ACCOUNT I QUANTITY PermitTRAK I PAID $510.92 D16-0088 Address: 18800 ORILLIA RD S Apn: 3523049037 $510.92 DEVELOPMENT $486.80 PERMIT FEE R000.322.100.00.00 0.00 $482.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.12 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R8545 R000.322.900.04.00 0.00 $24.12 $510.92 Date Paid: Monday, May 23, 2016 Paid By: T -MOBILE Pay Method: CHECK 3323539 Printed: Monday, May 23, 2016 3:35 PM 1 of 1 rLSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS IACCOUNT I QUANTITY I PAID PermitTRAK $313.50 D16-0088 Address: 18800 ORILLIA RD S Apn: 3523049037 $313.50 DEVELOPMENT $313.50 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R8071 R000.345.830.00.00 0.00 $313.50 $313.50 Date Paid: Wednesday, March 30, 2016 Paid By: ATC TOWER SERVICES INC Pay Method: CHECK 318470 Printed: Wednesday, March 30, 2016 2:59 PM 1 of 1 CRWSYSTEMS WM1 INSPECTION RECORD Retain a copy pwith ermit �6 -009g INSP CTION 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: - frflogI L. Tyke of inspection: ISvll.�/?fG 4:441— Address: /MOO O)21 LLA fib _ Date Called: Special Instructions: Date Wanted: 7 2f /G rn Request: ,Slav Phone No: Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: Inspector Apo Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Plan th3 Vl of apo Ve c Ka. b 1(O- 00e9410,.. . AMERICAN TOWER` 7view appy©VET is subject to errors and missions. T 1\40b1le ,. ),. l cf ccnsir-Jciion documents dw. s nci at_;:loris I �'l A '//CONSULTING of .ii:r� c. Lily adopiczi c^da o ordinance. Rezeipt irovc i-iald Copy and condi;:z„o is a .1;now.odgad: . By: BOW LAKE TRANSFER/USWES BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 —ISSUED Date: 5123/1c,o, ..PiTEPERMIT r :�:.2 J:i :D FOR REVISION HISTORY: 18800 ORILLIA RD S City of Tukwila TUKWILA, WA 98188 BUILDING DMSIGM pRecfianic Ca'i`icctrfca FOR t'` REVISIONS S 1 T E NUMBER: S E03858A id'l�►umbiet� Comas . ,, No changes shall 9 be made to the scope of work without prior approval of Tu.Itwila Building Division. LATITUDE 47.433223 LONGITUDE -122.269653 Pip:Rj City of Tukwiiai El..�C JG DIVISION GTE: fe.3‘,•;.:::, ,s will require a new plan submittal ATC #414339 SEAQ ORILLA ROAD WA end may ins:ude additional plan review fees 1 GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX 8 FROM T -MOBILE BOTHELL 4 OFFICE: PROPERTY KING COUNTY PROPERTY T -MOBILE PROPOSES TO KEEP (E) (2) T-1 TITLE SHEET & PROJECT DATA OWNER: SERVICES #TMBXX-6516-R2M ANTENNAS & REPLACE (E) (2) G-1 GENERAL NOTES s�:Tr > `c 1. HEAD SOUTH ON NORTH CREEK PKWY TOWARD CREEK TRAIL 0.3 MI : ANTENNAS W/ (2)NEW COMMSCOPE #SBNHH-1D65C A-1 OVERALL SITE PLAN RECEIVED u„ie,,, "•q ' NORTH 2. TURN RIGHT ONTO NE 195TH ST 0.3 MI ANTENNAS. A-1.1 ENLARGED SITE PLAN CITY �� 3. TURN LEFT ONTO THE INTERSTATE 405 S RAMP TO ADD (2) FRLB, KEEP (E) (2) FXFB, (2) COVP, (2) FRIG, (1) A-2 SITE ELEVATION RENTON 0.3 MI AMERICAN TOWER HYBRID CABLE, (4) DIPLEXERS & (2) TMA'S. A-3 GENERAL DETAILS ATC INFO ADDED 4. MERGE ONTO 1-405 S 24.3 MI TOWER OWNER: CORPORATION 6/92015 A-4 ANTENNA MOUNT DETAILS KW BIT TAKE THE EXIT ONTO 1-5 S TOWARD PORTLAND 2.0 , REPLACE EXISTING ANTENNA MOUNT W/ NEW LOW -313C2°165. A-5 ANTENNA MOUNT DETAILS `h' • MI 6. TAKE EXIT 152 FOR ORILLA RD 0.5 MI B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 PROFILE ANTENNA MOUNT. E-1 ELECTRICAL GROUNDING PLAN E-- JL 1 BJ 7. TURN LEFT ONTO S 188TH ST 0.1 MI —LICENSURE. I .l R 111 QL N4ti//1,-PPIR 44 Ir1^ :1: )O11(0 E-2 ELECTRICAL GROUNDING DF 8. S 188TH ST TURNS SLIGHTLY RIGHT AND BECOMES DRAWING TITLE PROJECT INFORMATION mA_p,CEN R RF -1 RF DETAILS Il ORILLIA RD S 0.6 MI PROJECT RYKA CONSULTING THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT RF -2 RF DETAILS MANAGER: JESSICA PIERCE AND WILL BE USED FOR THE TRANSMISSION OF 918 S HORTON ST #1002 RADIO SIGNALS FOR THE PURPOSE OF PROVIDING SEATTLE, WA 98134 PHONE #: 206-200-8333 PUBLIC CELLULAR SERVICE. T -MOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY T -MOBILE EMPLOYEES AND THE WORK ASSOCIATED CONSTRUCTION RYKA CONSULTING MANAGER: STEVE EVENSON WITH ANY EQUIPMENT CANNOT BE PERFORMED BY x” t,/918 S HORTON ST #1002 HANDICAPPED PERSONS. THIS FACILITY WILL BE SEATTLE, WA 98134 FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS ZONING INFORMATION PHONE #: 206-523-1941 WITH DISABILITIES ACT (ADA), APPENDIX B SECTION SITE NUMBER: SE03858A 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT IF,,. SITE NAME: BOW LAKE TRANSFER/USWES SITE RYKA CONSULTING ACT. ACQUISITION: NICOLE BATEMAN NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT SITE ADRESS: 18800 ORILLIA RDS VICINITY MAP TUKWILLA, WA 98188 918 S HORTON ST #1002 THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE ` a . 0 PARCEL #: 3523049037 SEATTLE, WA 98134 PHONE #: 206-523-1941 GENERATED AT THIS LOCATION. f `."'-" CURRENT ZONING: TVS T -MOBILE MAINTENANCE CREW (ONE PERSON) WILL P` - TUKWILLA PER MONTH AT ONE JURISDICTION: GOVERNING CODE: 2012 IBC ZONING: RYKA CONSULTING JEFF SMITH MAKE AN AVERAGE OF ONE TRIP HOUR PER TRIP. BUILDING TYPE: - 918 S HORTON ST #1002 CODE COMPLIANCE APPROVAL/SIGN OFF OF CONST DRAWINGS SITE TYPE: UNSTAFFED TELECOMM FACILITY SEATTLE, L BE PERFORMED K AND IN NCE EACH REVIEWERSREDLINE UTILITY PURVEYOR H0 PHONE #: 206-523-1941 ACCORDATERIALS AND INSTALLED ED WITH THE NOTE AS DRAWINGS ARE BEINADJACENT REVIEWED. POWER COMPANY: N/A CURRENT EDITIONS OF THE FOLLOWING CODES AS CONSULTANT GROUP SIGN OFF r ^"i= �'----++M.� RF ENGINEER: T -MOBILE ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS IS TO BE CONSTRUCTED LANDLORD'S REPRESENTATIVE: DATE: Y I�' ,} �� �� P�1- �� ` : TELCO CO ANY: N/A DAVE GIRLING TO PERMIT WORK NOT CONFORMING TO THESE CONSTRUCTION MANAGER: DATE: • CODES: CONSTRUCTION PROJECT MANAGER: DATE: Tn `I i:hangeSbe made. to �� GAL DESCRIPTION 2012 INTERNATIONAL BUILDING CODE PROJECT MANAGER: DATE: �VIAT D PER ASSESSOR RECORDS. 2012 INTERNATIONAL MECHANICAL CODE SITE ACQUISITION: DATE: plans withont approval from 4 P.E. S CODE 2012NFPA5 NATI NATIOFUEL NAL LGASC 2012 NFPA 54 FUEL GAS CODE ZONING: DATE: A OF T KWILA BLA L09-031 REC 20091112900001 CONSULTING B.J. THOMAS, ENGINEER: 7607 80TH AVE NE - -NATIONAL (PROPANE INSTALLATIONS ONLY) RF ENGINEER: DATE: Planning Division of DCDMARYSVILLE, }� _�2012 6Jy: SD BLA LOWED IN W 1/2 OF SW 1/4 OF 35-23-04 WA 98270 PHONE: 206-851-1106 2011 NFPA 58- LIQUEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 2012 INTERNATIONAL FIRE CODE UNIFORM PLUMBING CODENATIONAL 2011 NATIONAL ELECTRICAL CODE r`' L; CALL TWO WORKING DAYS BEFORE YOU DIG 811 UTILITIES UNDERGROUND LOCATE *proved �T.� , ► , � 2007 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES SAFETY PRECAUTION SHALL ELECTRIC - RED TEUCATV - ORANGE SEWER - GREEN PROPOSED - WHITE BE IMPLEMENTED BYiv• CONTRACTORS) AT ALL TRENCHING IN ACCORDANCE GAS/OIL - YELLOW WATER - BLUE -i��� ANSI / TIA / EIA - 222 - G WITH CURRENT OSHA NFPA-101 - LIFE SAFETY CODE SURVEY - PINK STANDARDS T • •Mobile- =PROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: • VlEtf FOR t'` . ,, COMPLIA ►.. _ A . t GQOV! :1I v /v ' I 1 I• : \ //3 8/102015 ATC INFO ADDED BJT ^� //.,�\\ 6/92015 REV PER REDLINES BIT / \\ 5/52015 ISSUED DESIGN REVIEW 8JT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 RAWN BY: CHIC. BY: E-- JL 1 BJ —LICENSURE. I .l R 111 QL N4ti//1,-PPIR 44 Ir1^ :1: )O11(0 =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE TITLE SHEET —DRAWING NUMBER: TI GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T -MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. S. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SNENDORS SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 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, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEER'S SIGNED WET STAMP. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T -MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTOR'S EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T -MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. CONCRETE NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318 AND THE SPECIFICATION CAST -IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS UNO. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH - 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 11/2 IN. 5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2 % TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. ABBREVIATIONS AC AFG AFS ALUM ARCH BLDG BOT B.O. BOS CLG CLR COL CONST CON CTTRT DTL EA ELEC EQ EXP EXT FIN FLR FTG FLR GYP HM HOHRR HVAC INSINT RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER AIR CONDITIONER ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR LAMO LF MANUF MAX • CH MM MIN ISC MTL NIC OM NTS OC OD OH P e S PR PSF RDD REINF RM 'D SC ED SECT SIM STD STRUC TH• KP TOTOS TOC UNO ✓ T VERT W/ WWM CONCRETE NOTES: 1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. 7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED. STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. 8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, MEDIUM TP COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: SIEVE SIZE 3/8" NO. 4 MESH NO. 8 MESH NO. 16 MESH NO. 100 MESH NO. 200 MESH PERCENT PASSING 100 60-90 0-45 0-25 0-2 0-2 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PROPOSED PERSONAL COMMUNICATION PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REINFORCING REQUIRED RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VINYL COMPOSITION TILE VERTICAL WITH WELDED WIRE MESH SYSTEM LEGENDS & SYMBOLS CHAIN LINK FENCE CEDAR FENCE POWER TELCO POWER/TELCO COAX OVERHEAD POWER CENTERLINE REVISION BUG x x - 1'- P- P- P- p- P- - T- T- T- T- 7 -7- - P -7 -P- -T- -P -T -P- T- P- T- - COAX - COAX - COAX - COAX - OH OH OH OH ELEVATION VIEW BUG REVIEIOCOR3uG LODE COMPLIANCE '" APPROVED DETAIL BUG MAY 052016 City ooZiva BUILDING DIVISION z\ DETAIL NUMBER SHEET NUMBER TOP OF XXXXX XXX' -X" AGL DETAIL NUMBER SHEET NUMBER 41:(DETiAlL NUMBER SHEET NUMBER T • •Mobile• =PROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 -ISSUED FOR. [ BUILDING PERMIT HISTORY: -REVISION CHK. NO. DATE: DESCRIPTION: BY: /4\ 3/2/2016 A REVISED ANTENNA MOUNT BJT 8/10/2015 ATC INFO ADDED - BJT 2 6/912015 REV PER REDLINES BJT //^ / \ 5/5/2015 ISSUED DESIGN REVIEW BJT - LANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 -DRAWN BY: CHK. BY: JL BJ =LICENSURE. H o,V =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. -DRAWING TITLE. GENERAL NOTES WING NUMBER. G-1 THIS IS NOT A SURVEY: ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. LEGAL DESCRIPTION: PAR A OF TUKWILA BLA L09-031 REC 20091112900001 SD BLA LOCATED IN W 1/2 OF SW 1/4 OF 35-23-04 1 Z t r \\ROpFR�G/NF PARCEL #3523049037 (E) 60' AGL STEEL MONOPOLE W/ T -MOBILE ANTENNAS (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) (E) T -MOBILE BTS EQUIPMENT MOUNTED ON CONC. PAD (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) PROPERTY LINE • \ • 120 10 -D 20 Im i 1 1 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER OVERALL SITE PLAN 22x34 SCALE: 1" = 70' 11x17 SCALE: 1" = 140' 70' 9 35' 70' 140' T • •Mobile• =PROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT —REVISION HISTORY: CHK. NO. DATE: DESCRIPTION: SY: / ' \ 3/2/2016 REVISED ANTENNA MOUNT BJT / V \8/102015 ATC INFO ADDED BJT / ` \ \ 6/9/2015 5/52015 REV PER REDLINES ISSUED DESIGN REVIEW BJT BJT — LANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 —DRAWN BY: CHIC. BY. JL BJ =LICENSURE. 1 I -1104 N. ;/ b ti,6 i =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE" OVERALL SITE PLAN =DRAWING NUMBER. Al (E) (1) T -MOBILE #TMBXX-6516-R2M ANTENNA TO REMAIN (ALPHA SECTOR: 0° AZIMUTH) (E) (1) FRIG MOUNTED BEHIND ANTENNA (P) (1) FRLB MOUNTED BEHIND ANTENNA (E) (1) TMA MOUNTED BEHIND ANTENNA TO REMAIN (E) (1) T -MOBILE ANTENNA TO BE REPLACED W/ (1) NEW COMMSCOPE #SBNHH-1D65C ANTENNA (BETA SECTOR: 220° AZIMUTH) I I (E) (1) T -MOBILE ANTENNA TO BE REPLACED W/ (1) NEW COMMSCOPE #SBNHH-1 D65C ANTENNA (ALPHA SECTOR: 0° AZIMUTH) (E) (2) DIPLEXERS MOUNTED BEHIND ANTENNA (E) (2) DIPLEXERS MOUNTED ON BEHIND ANTENNA (E) (2) FXFB MOUNTED TO (E) MONOPOLE (E) (1) FRIG MOUNTED TO (E) PIPE MAST NOTE: ALL EXISTING & PROPOSED ANTENNAS & EQUIPMENT TO BE RELOCATED TO NEW LOW PROFILE ANTENNA MOUNT. (E) (1) TMA MOUNTED BEHIND ANTENNA TO REMAIN (P) (1) FRLB MOUNTED BEHIND ANTENNA (E) 60' AGL STEEL MONOPOLE (E) (1) COVP MOUNTED TO (E) MONOPOLE (E) (1) T -MOBILE #TMBXX-6516-R2M ANTENNA TO REMAIN (BETA SECTOR: 220° AZIMUTH) I I (E) ANTENNA MOUNT TO BE REPLACED W/ NEW LOW PROFILE ANTENNA MOUNT (SITEPRO #ULP14-NP) PER STRUCTURAL REPORT BY CORNERSTONE ENGINEERING DATED 11/23/2015 (SEE SHT. A-4 FOR DETAILS) (E) (1) HYBRID CABLE ROUTED ALONG (E) ICE BRIDGE i I I I I n d' (E) T -MOBILE POWER & TELCO CABINET ENLARGED SITE PLAN 22x34 SCALE: 1/2" = 1' 11x17 SCALE: 1/4" = 1' (E) (1) COVP MOUNTED TO SIDE OF FCOA CABINET (E) T -MOBILE BTS CABINETS I REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER T • «Mobile• PROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 —ISSUED F R CBUILDING PERMIT —REVISION HISTORY: CNN. NO. DATE: DESCRIPTION: BY: ! /,\ 1 3/2/2016 REVISED ANTENNA MOUNT BJT A 8/10/2015 ATC INFO ADDED BJT /„\ 6/9/2015 REV PER REOUNES BJT / \ 5/5/2015 ISSUED DESIGN REVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHIC. BY: JL BJ —LICENSURE. )THOM Off. �6 � J. ITT 4 1 �VVVV a =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. —DRAWING TITLE: ENLARGED SITE PLAN RAINING NUMBER. A -Il (E) (2) FXFB & (1) COVP MOUNTED TO (E) MONOPOLE (E) FRIG MOUNTED ON (E) PIPE MAST (TYP OF 2: 1 PER SECTOR) TOP OF MONOPOLE h 60'-0" AGL p (E) OTHER CARRIER ANTENNAS (E) EMPTY ANTENNA FRAME (E) DIPLEXERS MOUNTED ON (E) PIPE MAST (TYP OF 4: 2 PER SECTOR) T -MOBILE RAD CENTER oak 38'-0" AGL (E) TMA'S MOUNTED BEHIND ANTENNAS (TYP OF 2: 1 PER SECTOR) (E) T -MOBILE #TMBXX-6516-R2M ANTENNAS (TYP OF 4: 2 PER SECTOR) (E) 60' AGL STEEL MONOPOLE (E) ICE BRIDGE yr - (E) T -MOBILE BTS CABINETS EXISTING SOUTH ELEVATION SCALE: NTS NOTE: ALL EXISTING & PROPOSED ANTENNAS & EQUIPMENT TO BE RELOCATED TO NEW LOW PROFILE ANTENNA MOUNT. (E) (2) FXFB & (1) COVP MOUNTED TO (E) MONOPOLE (E) FRIG MOUNTED BEHIND ANTENNAS (TYP OF 2: 1 PER SECTOR) PAINT NOTE: PROPOSED ANTENNAS/ATTACHMENTS & EQUIPMENT TO BE PAINTED TO MATCH EXISTING MONOPOLE. TOP OF MONOPOLE oth 60'-0" AGL (E) OTHER CARRIER ANTENNAS (E) EMPTY ANTENNA FRAME (P) FRLB MOUNTED BEHIND ANTENNAS (TYP OF 2: 1 PER SECTOR) (E) DIPLEXERS MOUNTED BEHIND ANTENNAS (TYP OF 4: 2 PER SECTOR) T -MOBILE RAD CENTER di 38'-0" AGL (E) T -MOBILE #TMBXX-6516-R2M ANTENNAS TO REMAIN (TYP OF 2: 1 PER SECTOR) (E) TMA'S MOUNTED BEHIND ANTENNAS TO REMAIN (TYP OF 2: 1 PER SECTOR) (E) T -MOBILE #TMBXX-6516-R2M ANTENNAS TO BE REPLACED W/ NEW COMMSCOPE #SBNHH-1D65C ANTENNAS (TYP OF 2: 1 PER SECTOR) (E) ANTENNA MOUNT TO BE REPLACED W/ NEW LOW PROFILE ANTENNA MOUNT (SITEPRO #ULP14-NP) PER STRUCTURAL REPORT BY CORNERSTONE ENGINEERING DATED 11/23/201S (SEE SHT. A-4 FOR DETAILS) (E) 60' AGL STEEL MONOPOLE (E) T -MO REVIEWED FOR CODE COMPLIANC ' APPROVED i MAY 0 5 2016 City of Tukwila SVIL111141G DIVISION PROPOSED SOUTH ELEVATION SCALE: NTS RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER T • •Mobile• =PROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT HISTORY. —REVISION CNK NO. DATE: DESCRIPTION: BY: / ' \ 322016 REVISED ANTENNA MOUNT BJT /3\ 8/10/2015 ATC INFO ADDED BJT / \ 6/02015 REV PER REDLINES BJT /,\ 5/5/2015 ISSUED DESIGN REVIEW BJT =/P, ANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHK. BY: JL BJ —LICENSURE. ,.THOM YO� Syt rS v7, c 17tH! Y I II ff L =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE. SITE ELEVATION -DRAWING NUMBER. A 2 NSN RADIO MODULE FOR LTE 700 PROPERTY VALUE HEIGHT 15.75" WIDTH 15.75" DEPTH 5.9 INCHES WEIGHT 59.52 LBS FRLB DETAIL SCALE: NTS PARTS LIST ITEM # QUANTITY PART NUMBER DESCRIPTION 1 2 601257 ANGLE ARM 2 2 601256 MOUNTING CLAMP 3 2 601235-1 BRACKET 4 2 601235-2 BRACKET 5 1 601258 LABEL ANGLE 6 4 600679-3 SPACER TUBE 7 14 _ 100525-24 _ ME_FLATWASHER (STAINLESS'SI EEL - 8 2 600419-8 1018>TI.2S bmm-LARC CARRIAGE"IT STAINLESS'STEEL) 9 6 6/1/7395 -_ -- -ICA 1 OCKWASHER7STAINLES -STEEL 10 4 600419-10 -Max1.2-5XT 1Dmm LARGE FIERNEADSC-REW"(STAINLESS STEEL)- BJT 5/52015 204001-15---- MBz1s2 }TERNUT1STA1NLESSS-STEED --- ---11 --_--_6_,- 12 2 225244 CLAMP PLATE 13 8 600419-24 — ZARGI:TGCK-WASHEI'I-(S7AINLESS S !EEL) 14 8 204001-21 TA f2x1775REXNUT7STAINLESS STEEL) 15 4 60041-8=T2--1.4121i1.7Sx1S0GEZ`AR IAGE-BOLfi S(TA1NCESS S ItELj 17 1 601584 MOLYBDENUM DISULFIDE GREASE ANTENNA BRACKET ATTACHMENT DETAIL SCALE: NTS ANTENNA ANTENNA ATTACHMENT DETAIL SCALE: NTS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER T • «Mob11e• =PROJECT INFORMATION. BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 —ISSUED FOR. CBUILDING PERMIT —REVISION HISTORY: CMM. NO. DATE: DESCRIPTION: BY: / ' \ 32/2016 REVISED ANTENNA MOUNT BJT A8/102015 ATC INFO ADDED BJT /2\ 692015 ///'\ REV PER REDLINES BJT 5/52015 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHK. BY: JL BJ —LICENSURE: -T II 71UI � �TSTgScICA' � If, =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE. GENERAL DETAILS =DRAWING NUMBER. A 3 4 PARTS LIST ITEM QTY PART NO. PART DESCRIPTION LENGTH UNIT WT. NET WT. 1 3 X-ULP SUPPORT ARM WELDMENT - 36" 103.07 309.20 2 3 P3174 3-1/2" X 174" SCH 40 GALVANIZED PIPE 174 in 109.97 329.90 3 3 X-LWRM RING MOUNT WELDMENT 68.81 206.42 4 9 G58R-24 5/8" X 24" GALV THREADED ROD 2.20 19.76 4 5 6 7 8 9 10 11 12 9 12 18 30 30 12 24 24 24 G58R-48 A58234 G58FW G58LW G58NUT X-UB1306 G12FW G12LW G12NUT 5/8" X 48" GALV THREADED ROD 5/8" x 2-3/4" HDG A325 HEX BOLT 5/8" HDG USS FLATWASHER 518" HOG LOCKWASHER 5/8" HDG HEAVY 2H HEX NUT 1/2" X 3-5/8" X 6" X 3" U -BOLT (HDG.) 1/2" HOG USS FLATWASHER 112" HOG LOCKWASHER 1/2" HDG HEAVY 2H HEX NUT 23/4 in 4.39 0.36 0.07 0.03 0.13 0.26 0.03 0.01 0.07 TOTAL WT. # 39.52 4.27 1.27 0.78 3.90 3.08 0.82 0.33 1.72 927.83 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEWED CITY OF TUKWILA MAR 30 2016 PERMIT CENTER X2 X2 X2 TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (t 0.0307 DRILLED AND GAS CUT HOLES (t 0.0307 - NO CONING OF HOLES LASER CUT EDGES AND HOLES 00.0/0'7 - NO CONING OF HOLES BENDS ARE t 112 DEGREE ALL OTHER MACHINING (1- ALL tALL OTHER ASSEMBLY (t 0.0807 DESCRIPTION ULTRA LOW PROFILE RIDGED T -ARM A valmont*o111.yr Locations: New York, NY Engineering Atlanta, GA Support Team: Los Angeles, CA 1-888-753-7446 Plymouth, IN Salem, OR Dallas, TX CPD NO. DRAWN BY CEK 7/7/2015 ENG. APPROVAL PART NO. ULP14-NP PROPRIETARY NOTE: TMSTRISODWEES�SE INFORMATION EALMONT INDUEAND CONSIDDEREANB. lAREPROPRIETARY DII ECONTOF VALMONT INDUSTRIES RI STRICTLY PROMEDED. CLASS 81 SUB 01 DRAWING USAGE CUSTOMER CHECKED BY BMC 7/7/2015 DWG. NO. ULP14-NP • •Mobile• TO INFORMATION: _PROJECT BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 -ISSUED FOR. CBUILDING PERMIT -REVISION HISTORY: CHN. NO. DATE: DESCRIPTION: BY: / \ 3/2/2016 REVISED ANTENNA MOUNT BJT /'� / ' \ 8/10/2015 ATC INFO ADDED BJT /^2\ 6/9/2015 REV PER REDUNES BJT /,\ \CANS 5/5/2015 ISSUED DESIGN REVIEW BJT =P, PREPARED BY B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 =DRAWN BY: CHK. BY: JL BJ =LICENSURE. T 110,{./ \'.• Op NAVA; J'. R c. z ill .Y- ul ,row , 3(16)1 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE' ANTENNA MOUNT DETAILS =DRAWING NUMBER: A-4 T • •Mobile• =PROJECT INFORMATION. BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 -ISSUED FOR: 111111. • C- BUILDING PERMIT REVISION HISTORY: CHK NO. DATE: DESCRIPTION: BY: 52 9/16"1,111111..t i all° Ash. Iiiiiiiii....111111 iiii I 174„ 1144 12" TO POLE DIAMETER .;sill to I I 11‘0'. 45" IIIIIIIII4111111111: �1 I REVIEWED FOR CODE COMPLIANCE APPROVED AY 0 5 2016 � Mi City of I UKVif 1Ia � BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 0 2016 / ` \ 3/2/2016 REVISED ANTENNA MOUNT I • 8/10/2015 PERMIT CENTER BJT /�\ /' \ 6/82015 TOLERANCE NOTES BJT ,/,\ \CANS 5/5/2015 ISSUED DESIGN REVIEW BJT -/P1 PREPARED DESCRIPTION B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 Locations: BY: JL BJ TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES 0.0801 (1 ULTRA LOW PROFILE RIDGED T -ARM T II OM was6,;'s J' - i New Y Atlanta, GA ° New York, NY f I:, 0 Support Team: Los Angeles, CA 1-835-753.7446 Plymouth, IN =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRILLED AND GAS CUT HOLES (10.030") - NO CONING OF HOLES LASER CUT EDGES AND HOLES (10.010") - NO CONING OF HOLES BENDS ARE 31/2 DEGREE =DRAWING TITLE. OR Salem, T A valm•M*K Dallas, TX TX --DRAWING NUMBER: A-5 ALL OTHER MACHINING (10.030) ALL OTHER ASSEMBLY (10.060') CPD NO. DRAWN BY CEK 7/7/2015 ENG. APPROVAL PART NO. U LP14-N P PAGE 2 OF 2 PROPRIETARY NOTE: THE DATA AND TECHNIQUES CONTAINED IN TSIIB DRAWING ARE PROPRIETARYINWRMAT8N OF VAIIONT WWSTNEB AND CONSIDERED AT RADE SECRET. ANY USE OR018CI.OBUREWITHOUT T0EDONSENTOF VALMONT INDUSTRIES •6 aTRIOTLY PROHIBITED. CLASS 81 SUB 01 DRAWING USAGE CUSTOMER CHECKED BY BMC 7/7/2015 DWG. NO. ULP14-NP T • •Mobile• =PROJECT INFORMATION. BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 -ISSUED FOR: C- BUILDING PERMIT REVISION HISTORY: CHK NO. DATE: DESCRIPTION: BY: / ` \ 3/2/2016 REVISED ANTENNA MOUNT BJT 8/10/2015 ATC INFO ADDED BJT /�\ /' \ 6/82015 REV PER REDLINES BJT ,/,\ \CANS 5/5/2015 ISSUED DESIGN REVIEW BJT -/P1 PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 —DRAWN BY: CHK. BY: JL BJ =LICENSURE. T II OM was6,;'s J' i A, awl =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE. ANTENNA MOUNT DETAILS --DRAWING NUMBER: A-5 (P) MECHANICAL CONNECTION BOND FROM (P) ANTENNA 8 FRLB TO (E) AGB (E) AGB MOUNTED ON MONOPOLE NEAR ANTENNAS i i ELECTRICAL GROUNDING PLAN 22x34 SCALE: 1/2" = 1' 11x17 SCALE: 1/4" = 1' GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURERS SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST 6". 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING BURIAL DEPTH SHALL BE 30". 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-WTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. SYMBOL LEGEND: MGB Tr MASTER GROUND BAR AGB T- ACCESSORY GROUND BAR ■ CADWELD • MECHANICAL CONNECTION • COPPER GROUND ROD GROUND INSPECTION WELL EXPOSED WIRING - - - - - - UNDERGROUND WIRING REVIEWED FOR CODE COMPLIANC '- APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER T • Mobi1e• G =PROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 . 4 Q . 4. 1-- � —REVISION HISTORY. CNK. NO. DATE: DESCRIPTION: BY: 4 ' I I //,�\ \ /''\ 3/2/2016 REVISED ANTENNA MOUNT BJT ///''\ d ATC INFO ADDED 4 > 4 a Q A • a .4 4 ELECTRICAL GROUNDING PLAN 22x34 SCALE: 1/2" = 1' 11x17 SCALE: 1/4" = 1' GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURERS SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST 6". 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING BURIAL DEPTH SHALL BE 30". 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-WTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. SYMBOL LEGEND: MGB Tr MASTER GROUND BAR AGB T- ACCESSORY GROUND BAR ■ CADWELD • MECHANICAL CONNECTION • COPPER GROUND ROD GROUND INSPECTION WELL EXPOSED WIRING - - - - - - UNDERGROUND WIRING REVIEWED FOR CODE COMPLIANC '- APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER T • Mobi1e• =PROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT —REVISION HISTORY. CNK. NO. DATE: DESCRIPTION: BY: //,�\ \ /''\ 3/2/2016 REVISED ANTENNA MOUNT BJT ///''\ 8/10/2015 ATC INFO ADDED BJT 69/2015 REV PER REDLINES BJT /1\ 5/5/2015 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851-1106 —DRAWN BY: CHIC. BY: JL L BJ LICENSURE: 1.THOM 01. -,w ys to I 16 —DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE: ELECTRICAL GROUNDING PLAN =DRAWING NUMBER: E 1 TYPE TA T • •Mobile• • TYPE VN INFORMATION: TYPE NC TYPE SS FOR: 11111 il TYPE W _REVISION HISTORY: CNK. NO. DATE DESCRIPTION: BY: Irli s TYPE VS r� TYPE 41 III VB TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL TYPICAL CADWELD CONNECTIONS N.T.S. HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CONTRACTOR. MON - = CADWELD HARGER GROUNDING BAR #GBI14412G OR EQUAL ANTENNA MOUNT GROUND COAX CABLE GROUNDING KITS #2 SOLID BARE TINNED COPPER WIRE TO GROUND RING - PROVIDE (2) PER MGB TYPICAL MGB TYPICAL AGB • GROUND BAR DETAILS N.T.S. #2 GREEN INSULATED COPPER WIRE TO MGB AT BOTTOM OF POLE REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 • City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER T • •Mobile• =PROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 —ISSUED FOR: CBUILDING PERMIT _REVISION HISTORY: CNK. NO. DATE DESCRIPTION: BY: /4�\ 1/�\ 3/2/2016 REVISED ANTENNA MOUNT BJT 8/10/2015 ATC INFO ADDED BJT 6/9/2015 REV PER REDLINES BJT /j2�\� / ' \ 5/5/2015 ISSUED DESIGN REVIEW &JT =PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 =DRAWN BY: CHK. BY: JL BJ =LICENSURE. Or 'aYy/� s ;' bI I6 410YAL1 =DRAWING INFORMATION. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE. ELECTRICAL GROUNDING DETAILS =DRAWING NUMBER. E 2 SITE LOADING CHART SECTOR COLOR ANTENNA MODEL # VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT ELECTRICAL DOWNTILT RADIATION CENTER (6) 7-16 DIN INCLUDED TMBXX-6516-R2M ANDREW POLARIZATION GAIN 0° 4° 145" 17.7-18.5 dBi ALPHA RED VSWR MAX INPUT POWER ELEVATION B.W. 0° <1.5:1 350 WATTS 5.0° t 0.7° 38'-0" AGL SBNHH-1D65C COMMSCOPE 0° 4° A9/2/2016 TMBXX-6516-R2M ANDREW / V \ 8/10/2015 0° 8° / ' \ 6/9/2015 BETA GREEN ' \ 5/52015 ISSUED DESIGN REVIEW 220° =PLANS PREPARED BY: 38'-0" AGL =DRAWN BY: CHK. BY: SBNHH-1D65C COMMSCOPE 0° 8° =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE: RF DETAILS =DRAWING NUMBER. RF. 1 NOTE: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 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 OFJUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-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 AND TMA'S. HEAT SHRINK SHALL BE "CANUSA" WITH ADHESIVE. CONNECTORS (TYP) BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) ELECTRICAL TAPE (1 LAYER) STEP 1 f f ')1 r 2" 1 L� I L I I J I I V ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCHKOTE SPRAY SEALER STEP 2 STEP 3 2" f= COAXIAL CABLE WEATHERPROOFING SCALE: NTS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 0 5 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER STEP 4 ANTENNA AND COAX GENERAL NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T -MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES, USE THE ATO, BTO, & GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 - AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 5. 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), & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, & CABLE DIAMETER WITH PROJECT MANAGER. 11:9" 74 96" COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT WIDTH DEPTH WEIGHT SBNHH-1065C 96 in 11.9 in 7.1 in 49.6 lbs CONNECTORS STANDARD MOUNTING HARDWARE (6) 7-16 DIN INCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. 1710-2360 MHz 145" 17.7-18.5 dBi 64° t 6 VSWR MAX INPUT POWER ELEVATION B.W. <1.5:1 350 WATTS 5.0° t 0.7° T • •Mobile• =PROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 —ISSUED FOR: BUILDING PERMIT EVISION HISTORY: — CHK NO. DATE: DESCRIPTION: BY: A9/2/2016 REVISED ANTENNA MOUNT BJT / V \ 8/10/2015 ATC INFO ADDED BJT / ' \ 6/9/2015 REV PER REDLINES BJT ' \ 5/52015 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851-1106 =DRAWN BY: CHK. BY: JL BJ =LICENSURE. TII OM or ' : 0. vkary?�J z • ;� / -/ "ssi°.�u1, tom' \IA (6 =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE: RF DETAILS =DRAWING NUMBER. RF. 1 Quad Antenna Config. 701A_RUSh with 1 Hex and 1 Quad TT — 2015 (1 Sector of cabling shown for clarity) LTE (Alpha) 6 5 c AWS/ PGS Dptxr (n C) O O =1 021GM= d2212=2 12221•21•20 MOI•222M20 0 It= O O oUr o FRIG_ Fiber & Power Jumper Top COVP r► 181 •' ' ... 0prOl«ppt0_ I TY!ITT.rtnnnn�nr t,:t,tiTr�l1 FXFB UMTS* GSM • 1 4 IBI 181 11:01 t0: :0: •' ' o 1 1 cQtO.I.p010: 111!1!1T 1trrrinn 11 111 1!C Tower Ground Bela & Gamma Sectors Gamma Sector Twin AWS TMA If Style2 already Installed, reuse AWS side on 2 TMAs and cap off PCS side Hybrid Cable (Paver& Fiber) Main Coax Bottom 7705 (CSR) FSMF+ 2 FBBC LTE 700+AWS lnslde Oi FcQA Ground USOC A/testut 6 GrcLro �r �r Bar RF Jumper (90° connector) ESMB GSM FSME UMTS .Is Is: 1 I I.I, Main Power & Fiber .I.,.•i.I.I.I a■ LLI ■ I ■ 71.,.I.I. L. s•• • Alpha a Secto • r ��saaaa • Bele a Sato a Gamma Secbr Iwww�R ■ l 1 •'f.�.ii�' ilLii o — 01 1111111111111111■ ■ It 1 6 Main Power & Fiber RF Jumper (900 connector) FRIA 1 AWS UMTS • FRIA • AWS UMTS FRIA AWS UMTS FSME UMTS 7VIEWED F (0` ECO PLIA\?CL 05 2016 Legend LTE 700 LTE AWS PCS UMTS PCS GSM & UMTS AWS UMTS CNew Equipment Reconfigured equipment Previous Modernized Confie: 1A-2QP 2 Diplexer L1A_003 Cifry of'ukwile LOIiG DIVISION CITY OF 1 UlO tiiLCk MAR 3 0 2016 PERMIT CENTER T • •Mobile• ROJECT INFORMATION: BOW LAKE TRANSFER/USWES SE03858A 18800 ORILLIA RD S TUKWILA, WA 98188 ISSUED F R. CBUILDING PERMIT HISTORY. —REVISION CHK. NO. DATE: DESCRIPTION: .Ts -1- -1- • /�/��\I 312/2010 / REVISED ANTENNA MOUNT BJT A! 811012015 ATC INFO ADDED BJT 68112015 A! ' 1I REV PER REDLINES j BJT ^t— /'\ I 5152015 ISSUED DESIGN REVIEW re—JT —PLANS PREPARED BY. B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851-1106 —DRAWN BY: CHK. BY: JL BJ LICENSURE: 0 V%.J itet; '1', ` �o 11 id =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: RF DETAILS —DRAWING NUMBER: RF 2 A FILE AMERICAN TOWER° CORPORATION Structure ATC Site Name ATC Site Number Engineering Number Proposed Carrier Carrier Site Name Carrier Site Number Site Location County Date Max Usage Result Prepared By: Theodore A. Deters, E.I. Structural Engineer I -la 64 Structural Analysis Report : 60 ft Monopole : Seaq Orillia Road WA, WA : 414339 : 62402822 T -Mobile : Bow Lake Transfer / USWes : SE03858A : 18800 Orillia Road South Tukwila, WA 98188-4639 47.433222,-122.269664 King : December 8, 2015 : 70% : Pass ,REVIEWED FOR ,REVIEWED COMPLIANCE ' APPROVED MAY 052016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA MAR 3 0 2016 PERMIT CENTER COA: 3408 ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER® CORPORATION Eng. Number 62402822 December 8, 2015 Table of Contents Introduction 1 Supporting Documents 1 Analysis 1 Conclusion 1 Existing and Reserved Equipment 2 Equipment to be Removed 2 Proposed Equipment 2 Structure Usages 3 Foundations 3 Deflection, Twist, and Sway 3 Standard Conditions 4 Calculations Attached ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER' CORPORATION Eng. Number 62402822 December 8, 2015 Page 1 Introduction The purpose of this report is to summarize results of a structural analysis performed on the 60 ft monopole to reflect the change in loading by T -Mobile. Supporting Documents Tower Drawings Summit, PJF Job #29299-682, dated November 03, 1999 Foundation Drawing Summit, PJF Job #29299-682, dated November 03, 1999 Geotechnical Report Zipper Zeman Job #1-477, dated September 15, 1999 Analysis The tower was analyzed using American Tower Corporation's tower analysis software. This program considers an elastic three-dimensional model and second -order effects per ANSI/TIA-222. Basic Wind Speed: 85 mph (3 -Second Gust, Vim) / 110 mph (3 -Second Gust, V„ it) Basic Wind Speed w/ Ice: 30 mph (3 -Second Gust) w/ 1/4" radial ice concurrent Code: ANSI/TIA-222-G / 2012 IBC Structure Class: II Exposure Category: B Topographic Category: 1 Crest Height: 0 ft Spectral Response: Ss = 1.43, S1= 0.53 Site Class: D - Stiff Soil Conclusion Based on the analysis results, the structure meets the requirements per the applicable codes listed above. The tower and foundation can support the equipment as described in this report. If you have any questions or require additional information, please contact American Tower via email at Engineering@americantower.com. Please include the American Tower site name, site number, and engineering number in the subject line for any questions. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER° CORPORATION Existing and Reserved Equipment Eng. Number 62402822 December 8, 2015 Page 2 Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 57.0 61.0 1 20" x 15" x 10" BOB Low Profile Platform (18) 7/8" Coax (1)1.46" Hybrid Verizon 3 RRU 59.0 6 24" x 12" Panel 4 48" x 6" Panel 5 48" x 12" x 7" Panel 57.0 1 VZW Unused Reserve: 21,722 sq in 52.0 52.0 1 2' HP Dish Leg (1) 1 1/4" Coax 48.0 48.0 - - Empty Sector Frames - — 38.0 39.0 4 Andrew ETM19V2S12UB Sector Frames (8) 7/8" Coax T -Mobile 2 Andrew TMBXX-6516-R2M 35.0 4 Commscope ECC1920-VPUB 2 Nokia FRIG 2 Nokia FXFB Equipment to be Removed Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RADy 36.0 36.0 1 Radio Waves HP2-18 - (1) 1/2" Coax T -Mobile 35.0 35.0 4 Commscope TMZXX-6516-A2M - (12)15/8" Coax (1) 0.51" Hybrid 1 Raycap DC4-48-60-8-20E-00 Proposed Equipment Elevation' (ft) Qty Antenna Mount Type Lines Carrier Mount RAD 38.0 39.0 2 Nokia COVP Sector Frames - T -Mobile 2 Commscope SBNHH-1D65C 38.0 3 Nokia FRLB 'Mount elevation is defined as height above bottom of steel structure to the bottom of mount, RAD elevation is defined as center of antenna above ground level (AGL). ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com w AMERICAN TOWER° CORPORATION Structure Usages Structural Component Controlling Usage Pass/Fail Anchor Bolts 70% Pass Shaft 55% Pass Base Plate 41% Pass Foundations Eng. Number 62402822 December 8, 2015 Page 3 Reaction Component Original Design Reactions Factored Designi Reactions Analysis Reactions % of Design Moment (Kips -Ft) 575.0 776.3 489.6 63% Shear (Kips) 12.0 16.2 9.8 61% * The design reactions are factored by 1.35 per ANSI/TIA-222-G, Sec. 15.5.1 The structure base reactions resulting from this analysis are acceptable when compared to those shown on the original structure drawings, therefore no modification or reinforcement of the foundation will be required. Deflection and Sway* Antenna Elevation (ft) Antenna Carrier Deflection (ft) Sway (Rotation) (°) 52.0 2' HP Dish Verizon 0.412 0.822 38.0 Nokia COVP T -Mobile 0.229 0.656 Nokia FRLB Commscope SBNHH-1D65C *Deflection and Sway was evaluated considering a design wind speed of 60 mph (3 -Second Gust) per ANSI/TIA-222-G ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-011.2 Office - 919-466-5414 Fax - www.americantower.com A AMERICAN TOWER° CORPORATION Standard Conditions All engineering services are performed on the basis that the information used is current and correct. This information may consist of, but is not necessary limited, to: Information supplied by the client regarding the structure itself, antenna, mounts and feed line loading on the structure and its components, or other relevant information. Information from drawings in the possession of American Tower Corporation, or generated by field inspections or measurements of the structure. It is the responsibility of the client to ensure that the information provided to ATC Tower Services LLC and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and that their capacity has not significantly changed from the "as new" condition. Unless explicitly agreed by both the client and American Tower Corporation, all services will be performed in accordance with the current revision of ANSI/TIA -222. The design basic wind speed will be determined based on the minimum basic wind speed as prescribed in ANSI/TIA-222. Although every effort is taken to ensure that the loading considered is adequate to meet the requirements of all applicable regulatory entities, we can provide no assurance to meet any other local and state codes or requirements. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes, the client shall specify the exact requirement. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering principles and practices. ATC Tower Services LLC is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. ATC Tower Services LLC - 3500 Regency Parkway, Suite 100 - Cary, NC 27518 - 919-468-0112 Office - 919-466-5414 Fax - www.americantower.com 0 2007 -2015 by ATC IP LLC. All rights reserved. 60'-0z 57-0` 5Z-0" 4V-0' 38'-0" 35-0" 35-0` 3Z-3" 0'0" 27.9' 3/16` Thick (65 KSI) 33' Jr 35'-0" 1/4' Thick (65 KSI) 60'-0s Job Information Pole : Description : Client : Location : Shape : Height : Base Bev (ft): Taper: 414339 Code: ANSI/TIA-222-G 60' Monopole Seaq Orillia Road, WA T -MOBILE Struct Class : II Seaq Orillia Road WA, WA 18 Sides 60.00 (ft) 0.00 0.20008:(in/ft) Exposure : Topo : B 1 Sections Properties Diameter (in) Shaft Length Accross Flats Thick Joint Section (tt) Top Bottom (in) Type Overlap Steel Length Taper Grade (in) (in/ft) (ksi) 1 35.000 21.12 28.13 0.250 0.000 0.200100 65 2 27.750 16.50 22.05 0.188 Slip Joint 33.000 0.200100 65 Discrete Appurtenance Attach Force Bev (ft) Eiev (ft) Qty Description 57.000 57.000 1 57.000 57.000 1 57.000 59.000 5 57.000 61.000 3 57.000 61.000 1 57.000 59.000 4 57.000 59.000 6 52.000 52.000 1 48.000 48.000 3 38.000 39.000 2 38.000 39.000 2 38.000 38.000 3 38.000 39.000 4 38.000 39.000 2 38.000 38.000 3 35.000 39.000 2 35.000 39.000 2 35.000 39.000 4 VZW Unused Reserve: 21,722 Round Low Profile Platform 48" x 12" x 7" Panel RRU 20" x 15" x 10" BOB 48" x 6" Panel 24" x 12" Panel 2' HP Dish Ern pty Sector Fram e Corn mscope SBNHH-1D65C Andrew TM BXX-6516-R2M Nokia FRLB Andrew ETM19V2S12UB Nokia COVP Flat Light Sector Frame Nokia FXFB Nokia FRIG Com mscope ECC1920-VPUB Linear Appurtenance Bev (ft) From To Exposed Description To Wind 0.000 0.000 0.000 0.000 38.000 52.000 57.000 57.000 7/8" Coax 11/4" Coax 1.46" Hybrid 7/8" Coax No No No Yes Load Cases 1.2D+ 1.6W 0.9D+ 1.6W 1.2D + 1.0Di + 1.0Wi (1.2 + 0.2Sds) *DL + E (1.2 + 0.2Sds)*DL + E (0.9 - 0.2Sds)*DL + E (0.9 - 0.2Sds)*DL + E 1.0D + 1.0W 85 mph with No Ice 85 mph with No Ice (Reduced DL) 30 mph with 0.25 in Radial Ice Seismic Equivalent Lateral Forces Method Seismic Equivalent Modal Analysis Method Seismic (Reduced DL) Equivalent Lateral Seismic (Reduced DL) Equivalent Modal Serviceability 60 mph Reactions Moment Shear Axial Load Case (kip -ft) (kip) (kip) 60'-0' 57-0'11 52-0 48'-0n 38'-0" 35-0` 35-0" 3Z-3" 0'0° 27-9` 3116` Thick (65 KSI) 3r fi A 35'-0" 1/4` Thick (65 KSI) 60'-0` 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi (1.2+0.2Sds) *DL+EELFM (1.2 + 0.2Sds) * DL+EEMAM (0.9-0.2Sds) * DL+EELFM (0.9-0.2Sds) * DL+EEMAM 1.0D + 1.0W 489.62 9.81 13.19 478.76 9.59 9.89 26.48 0.62 15.35 216.55 4.30 14.72 348.64 6.39 14.71 213.26 4.29 7.51 343.08 6.38 7.50 149.50 2.99 11.01 Dish Deflections Load Case Attach Deflection Rotation Bev (ft) (in) (deg) 1.0D + 1.0W 52.00 4.946 0.822 Elevation (ft1 60.0.0 0 57.000 55.000 52.000 50.000 48.000 45.000 40:000 38.000 35.000 32.250 30.000 25.000 20.000 15:000 10.000 5.000 0.000 I_I_II I - 0.06 ,. 015 0.'19 [1.24 t: J _J 44. _1:4 LI A J n.44_' 0.47 • J • 11.50 0I.5 0.55 0.02 0.12 0.22 0.32 0.42 0.52 0.62 0.72 0.82 Interaction 0.92 1.00 Site Number: 414339 Site Name: Seaq Orillia Road WA, WA Customer: T -MOBILE Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. All rights reserved. Engineering Number: 62402822 12/8/2015 4:41:39 PM Location: Code: Shape: Pole Type: Pole Manfacturer: King County, WA ANSIfTIA-222-G 18 Sides Taper Analysis Parameters Height (ft): Base Diameter (in): Top Diameter (in): Taper (in/ft) : 60 28.13 16.50 0.200 Structure Class: Exposure Category: Topographic Category: Crest Height: Ice & Wind Parameters II Design Wind Speed Without Ice: B Design Wind Speed With Ice: 1 Operational Wind Speed: 0.0 ft Design Ice Thickness: 85 mph 30 mph 60 mph 0.25 in Analysis Method: Site Class: Seismic Parameters Equivalent Modal Analysis & Equivalent Lateral Force Methods D - Stiff Soil Period Based on Rayleigh Method (sec): TL (sec): 6 Ss: Fs: Sds: 1.427 1.000 0.951 1.19 p: S1: Fv: Sd1: 1.3 0.533 1.500 0.533 Cs: Cs Max: Cs Min: 0.299 0.299 0.042 1.2D + 1.6W 0.9D + 1.6W 1.2D + 1.0Di + 1.0Wi (1.2 + 0.2Sds)*DL + EELFM (1.2+0.2Sds)*DL+Ei3NAM (0.9 - 0.2Sds)*DL + EELFM (0.9 - 0.2Sds)*DL + EEMAM 1.0D + 1.0W Load Cases 85 mph with No Ice 85 mph with No Ice (Reduced DL) 30 mph with 0.25 in Radial Ice Seismic Equivalent Lateral Forces Method Seismic Equivalent Modal Analysis Method Seismic (Reduced DL) Equivalent Lateral Forces Method Seismic (Reduced DL) Equivalent Modal Analysis Method Serviceability 60 mph Page: 1 Site Number: 414339 Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. All rights reserved. Site Name: Seaq Orillia Road WA, WA Engineering Number: 62402822 12/8/2015 4:41:39 PM Customer: T -MOBILE Shaft Section Properties Slip Sect Length Thick Fy Joint Joint Weight Dia Bev Area lx Wit D/t Dia Bev Area lx W/t D/t Taper Info (ft) (in) (ksi) Type Len (in) (Ib) (in) (ft) (in2) (in4) Ratio Ratio (in) (ft) (in 2) (in4) Ratio Ratio (in/ft) 1-18 35.000 0.2500 65 0.00 2,304 28.13 0.00 22.12 2172.5 18.43 112.52 21.12 35.00 16.57 912.2 13.49 84.51 0.200083 2-18 27.750 0.1875 65 Slip 33.00 1,073 22.05 32.25 13.01 785.9 19.33 117.61 16.50 60.00 9.71 326.4 14.11 88.00 0.200083 Shaft Weight 3,376 Bottom Top Discrete Appurtenance Properties Attach No Ice Ice Distance Vert Bev Weight EPAa Orientation Weight EPAa Orientation From Face Ecc (ft) Description Qty (Ib) (sf) Factor (Ib) (sf) Factor (ft) (ft) 57.00 20" x 15" x 10" BOB 1 30.00 2.500 0.67 53.90 2.690 0.67 0.000 4.000 57.00 24" x 12" Panel 6 20.00 2.400 0.76 38.77 2.590 0.76 0.000 2.000 57.00 48" x 12" x 7" Panel 5 35.00 5.070 0.82 69.40 5.349 0.82 0.000 2.000 57.00 48" x 6" Panel 4 20.00 2.870 0.80 37.47 3.118 0.80 0.000 2.000 57.00 Round Low Profile Platform 1 1500.00 21.700 1.00 1,696.10 27.511 1.00 0.000 0.000 57.00 RRU 3 55.00 4.560 0.67 87.63 4.821 0.67 0.000 4.000 57.00 VZW Unused Reserve: 1 1840.00 150.97 1.00 1,922.96 6.792 1.00 0.000 0.000 52.00 2' HP Dish 1 90.00 3.960 1.00 129.48 4.307 1.00 0.000 0.000 48.00 Empty Sector Frame 3 400.00 17.900 0.75 489.41 22.383 0.75 0.000 0.000 38.00 Andrew ETM19V2S12UB 4 11.20 0.840 0.50 16.13 1.033 0.50 0.000 1.000 38.00 Andrew TMBXX-6516-R2M 2 34.60 6.380 0.80 74.82 6.699 0.80 0.000 1.000 38.00 Commscope SBNHH-1D65C 2 49.60 11.440 0.84 116.15 11.915 0.84 0.000 1.000 38.00 Rat Light Sector Frame 3 400.00 17.900 0.75 487.28 22.276 0.75 0.000 0.000 38.00 Nokia COVP 2 11.00 0.830 0.50 17.70 0.809 0.50 0.000 1.000 38.00 Nokia FRLB 3 59.50 2.080 0.67 75.08 2.246 0.67 0.000 0.000 35.00 Commscope ECC1920-VPUB 4 7.90 0.540 0.50 11.55 0.537 0.50 0.000 4.000 35.00 Nokia FRIG 2 57.30 2.390 0.67 74.65 2.573 0.67 0.000 4.000 35.00 Nokia FXFB 2 55.10 3.570 0.67 77.56 3.776 0.67 0.000 4.000 Totals 49 7070.10 8,782.59 Number of Loadings : 18 Linear Appurtenance Properties Bev Bev Coax Coax Projected From To Diameter Weight Width (ft) (It) Qty Description (in) (ib/ft) Flat (in) Exposed To Wind Carrier 0.00 57.00 1 1.46" Hybrid 1.46 1.70 N 0.00 N Verizon 0.00 57.00 18 7/8" Coax 1.09 0.33 N 3.27 Y Verizon 0.00 52.00 1 1 1/4" Coax 1.55 0.63 N 0.00 N Verizon 0.00 38.00 8 7/8" Coax 1.09 0.33 N 0.00 N T -Mobile Page: 2 Site Number: 414339 Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. All rights reserved. Site Name: Seaq Orillia Road WA, WA Engineering Number: 62402822 12/8/20154:41:39 PM Customer: T -MOBILE Segment Properties Seg Top Bev (ft) Description (Max Len : 5.ft) Rat Thick pia Area Ix Wit D/t Py S Z Weight (in) (in) (in2) (in4) Ratio Ratio (ksi) (in3) (in3) (ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 32.25 35.00 38.00 40.00 45.00 48.00 50.00 52.00 55.00 57.00 60.00 Bot - Section 2 Top - Section 1 0.2500 28.130 22.122 2,172.5 18.43 112.52 79.7 152.1 0.0 0.0 0.2500 27.130 21.328 1,946.9 17.72 108.52 80.6 141.3 0.0 369.6 0.2500 26.129 20.534 1,737.5 17.02 104.52 81.4 131.0 0.0 356.1 0.2500 25.129 19.741 1,543.7 16.31 100.51 82.2 121.0 0.0 342.6 0.2500 24.128 18.947 1,364.9 15.61 96.51 82.6 111.4 0.0 329.1 0.2500 23.128 18.153 1,200.4 14.90 92.51 82.6 102.2 0.0 315.6 0.2500 22.128 17.359 1,049.7 14.20 88.51 82.6 93.4 0.0 302.1 0.2500 21.677 17.002 986.3 13.88 86.71 82.6 89.6 0.0 131.5 0.1875 21.502 12.684 728.1 18.81 114.68 79.3 66.7 0.0 277.3 0.1875 20.902 12.327 668.3 18.25 111.48 79.9 63.0 0.0 127.7 0.1875 20.502 12.089 630.3 17.87 109.34 80.4 60.6 0.0 83.1 0.1875 19.501 11.494 541.7 16.93 104.01 81.5 54.7 0.0 200.6 0.1875 18.901 11.136 492.7 16.36 100.81 82.2 51.3 0.0 115.5 0.1875 18.501 10.898 461.8 15.99 98.67 82.6 49.2 0.0 75.0 0.1875 18.101 10.660 432.2 15.61 96.54 82.6 47.0 0.0 73.4 0.1875 17.500 10.303 390.2 15.05 93.34 82.6 43.9 0.0 107.0 0.1875 17.100 10.065 363.7 14.67 91.20 82.6 41.9 0.0 69.3 0.1875 16.500 9.708 326.4 14.11 88.00 82.6 39.0 0.0 100.9 Page: 3 3,376.4 Site Number: 414339 Site Name: Seaq Orillia Road WA, WA Customer: T -MOBILE Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. All rights reserved. Engineering Number: 62402822 12/8/2015 4A1:39 PM Load Case: 1.2D+1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 85 mph with No Ice 18 Iterations Wind Importance Factor : 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment EIev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib -ft) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 32.25 35.00 38.00 40.00 45.00 48.00 50.00 52.00 55.00 57.00 60.00 Bot - Section 2 Top - Section 1 Appertunance(s) Appertunance(s) Appertunance(s) Appertunance(s) 86.3 0.0 0.0 0.0 86.3 0.0 0.0 0.0 170.6 443.6 0.0 65.5 170.6 509.0 0.0 0.0 166.4 427.3 0.0 65.5 166.4 492.8 0.0 0.0 162.2 411.1 0.0 65.5 162.2 476.6 0.0 0.0 158.1 394.9 0.0 65.5 158.1 460.4 0.0 0.0 153.9 378.7 0.0 65.5 153.9 444.2 0.0 0.0 109.8 362.5 0.0 65.5 109.8 428.0 0.0 0.0 76.3 157.8 0.0 29.5 76.3 187.3 0.0 0.0 88.8 332.7 169.4 0.0 677.5 307.7 0.0 36.0 258.1 676.4 0.0 0.0 77.3 153.2 1,374.4 0.0 596.7 1,936.4 0.0 39.3 1,451.7 2,128.9 0.0 0.0 108.9 99.7 0.0 19.8 108.9 119.5 0.0 0.0 124.7 240.7 0.0 49.6 124.7 290.4 0.0 0.0 78.0 138.6 748.5 0.0 0.0 1,440.0 0.0 29.8 826.5 1,608.4 0.0 0.0 62.4 90.0 0.0 19.8 62.4 109.8 0.0 0.0 77.8 88.0 100.4 0.0 0.0 108.0 0.0 19.8 178.2 215.9 0.0 0.0 77.7 128.4 0.0 27.5 77.7 155.9 0.0 0.0 67.4 83.2 5,584.5 0.0 2,641.2 4,692.0 0.0 18.3 5,651.9 4,793.5 0.0 0.0 36.3 121.1 0.0 0.0 36.3 121.1 0.0 0.0 Tota is : 9,859.96 13, 218.1 0.00 0.00 Page: 4 Site Number: 414339 Site Name: Customer: Code: ANSIITIA-222-G © 2007 - 2015 by ATC IP LLC. 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Seaq Orillia Road WA, WA Engineering Number: 62402822 T -MOBILE 12/8/2015 4A1:39 PM Load Case: 1.2D+ 1.6W Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.60 85 mph with No Ice 18 Iterations Wind Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -13.19 -9.81 0.00 -489.62 0.00 489.62 1,587.29 793.64 1,816.39 909.55 0.00 0.00 0.547 5.00 -12.63 -9.70 0.00 -440.58 0.00 440.58 1,546.26 773.13 1,705.39 853.96 0.16 -0.30 0.524 10.00 -12.09 -9.60 0.00 -392.06 0.00 392.06 1,504.05 752.02 1,596.52 799.45 0.65 -0.61 0.499 15.00 -11.57 -9.49 0.00 -344.07 0.00 344.07 1,460.65 730.33 1,489.95 746.08 1.45 -0.91 0.469 20.00 -11.06 -9.38 0.00 -296.62 0.00 296.62 1,407.65 703.83 1,377.57 689.81 2.56 -1.21 0.438 25.00 -10.58 -9.27 0.00 -249.72 0.00 249.72 1,348.68 674.34 1,263.99 632.93 3.98 -1.49 0.403 30.00 -10.12 -9.18 0.00 -203.39 0.00 203.39 1,289.70 644.85 1,155.29 578.50 5.69 -1.76 0.360 32.25 -9.92 -9.12 0.00 -182.74 0.00 182.74 1,263.16 631.58 1,107.97 554.81 6.54 -1.88 0.337 35.00 -9.23 -8.86 0.00 -156.98 0.00 156.98 905.02 452.51 791.89 396.54 7.66 -2.01 0.406 38.00 -7.14 -7.35 0.00 -129.81 0.00 129.81 886.90 443.45 753.99 377.56 8.97 -2.15 0.352 40.00 -7.00 -7.25 0.00 -115.12 0.00 115.12 874.58 437.29 729.03 365.06 9.89 -2.25 0.324 45.00 -6.70 -7.13 0.00 -78.86 0.00 78.86 842.95 421.48 667.75 334.37 12.37 -2.47 0.244 48.00 -5.12 -6.25 0.00 -57.45 0.00 57.45 823.41 411.70 631.80 316.37 13.96 -2.58 0.188 50.00 -5.00 -6.18 0.00 -44.96 0.00 44.96 809.69 404.85 607.86 304.38 15.05 -2.64 0.154 52.00 -4.79 -6.00 0.00 -32.60 0.00 32.60 792.00 396.00 581.45 291.16 16.17 -2.68 0.118 55.00 -4.64 -5.92 0.00 -14.60 0.00 14.60 765.46 382.73 542.94 271.87 17.87 -2.73 0.060 57.00 -0.12 -0.04 0.00 -0.13 0.00 0.13 747.77 373.88 518.00 259.39 19.02 -2.74 0.001 60.00 0.00 -0.04 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 20.74 -2.74 0.000 Page: 5 Site Number: 414339 Site Name: Customer: Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. 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Seaq Orillia Road WA, WA Engineering Number: 62402822 T -MOBILE 12/8/2015 4:41:39 PM Load Case: 0.9D+ 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 85 mph with No Ice (Reduced DL) 18 Iterations Wind Importance Factor : 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Bev Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib -ft) (Ib) 0.00 82.2 0.0 0.0 0.0 82.2 0.0 0.0 0.0 5.00 161.5 332.7 0.0 49.1 161.5 381.8 0.0 0.0 10.00 155.6 320.5 0.0 49.1 155.6 369.6 0.0 0.0 15.00 149.6 308.4 0.0 49.1 149.6 357.5 0.0 0.0 20.00 143.6 296.2 0.0 49.1 143.6 345.3 0.0 0.0 25.00 137.7 284.0 0.0 49.1 137.7 333.1 0.0 0.0 30.00 97.0 271.9 0.0 49.1 97.0 321.0 0.0 0.0 32.25 Bot - Section 2 66.5 118.4 0.0 22.1 66.5 140.5 0.0 0.0 35.00 Top - Section 1 76.9 249.6 169.4 0.0 677.5 230.8 0.0 27.0 246.3 507.3 0.0 0.0 38.00 Appertunance(s) 66.7 114.9 1,374.4 0.0 596.7 1,452.3 0.0 29.5 1,441.0 1,596.7 0.0 0.0 40.00 92.4 74.8 0.0 14.9 92.4 89.7 0.0 0.0 45.00 104.7 180.6 0.0 37.2 104.7 217.8 0.0 0.0 48.00 Appertunance(s) 64.5 104.0 748.5 0.0 0.0 1,080.0 0.0 22.3 813.0 1,206.3 0.0 0.0 50.00 51.0 67.5 0.0 14.9 51.0 82.4 0.0 0.0 52.00 Appertunance(s) 62.9 66.0 100.4 0.0 0.0 81.0 0.0 14.9 163.3 161.9 0.0 0.0 55.00 62.2 96.3 0.0 20.6 62.2 116.9 0.0 0.0 57.00 Appertunance(s) 61.0 62.4 5,584.5 0.0 2,641.2 3,519.0 0.0 13.8 5,645.5 3,595.1 0.0 0.0 60.00 36.3 90.8 0.0 0.0 36.3 90.8 0.0 0.0 Totals: 9,649.74 9,913.59 0.00 0.00 Page: 6 Site Number: 414339 Site Name: Customer: Code: ANSIITIA-222-G © 2007 -2015 by ATC IP LLC. 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Seaq Orillia Road WA, WA Engineering Number: 62402822 T -MOBILE 12/8/2015 4A1:40 PM Load Case: 0.9D+ 1.6W Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 1.60 85 mph with No Ice (Reduced DL) 18 Iterations Wind Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -9.89 -9.59 0.00 -478.76 0.00 478.76 1,587.29 793.64 1,816.39 909.55 0.00 0.00 0.533 5.00 -9.46 -9.48 0.00 -430.79 0.00 430.79 1,546.26 773.13 1,705.39 853.96 0.16 -0.30 0.511 10.00 -9.04 -9.37 0.00 -383.39 0.00 383.39 1,504.05 752.02 1,596.52 799.45 0.63 -0.60 0.486 15.00 -8.64 -9.26 0.00 -336.55 0.00 336.55 1,460.65 730.33 1,489.95 746.08 1.42 -0.89 0.457 20.00 -8.25 -9.15 0.00 -290.26 0.00 290.26 1,407.65 703.83 1,377.57 689.81 2.50 -1.18 0.427 25.00 -7.88 -9.04 0.00 -244.51 0.00 244.51 1,348.68 674.34 1,263.99 632.93 3.89 -1.46 0.392 30.00 -7.53 -8.96 0.00 -199.30 0.00 199.30 1,289.70 644.85 1,155.29 578.50 5.56 -1.72 0.351 32.25 -7.37 -8.91 0.00 -179.14 0.00 179.14 1,263.16 631.58 1,107.97 554.81 6.40 -1.84 0.329 35.00 -6.85 -8.66 0.00 -153.98 0.00 153.98 905.02 452.51 791.89 396.54 7.50 -1.97 0.396 38.00 -5.30 -7.17 0.00 -127.40 0.00 127.40 886.90 443.45 753.99 377.56 8.78 -2.10 0.344 40.00 -5.19 -7.09 0.00 -113.06 0.00 113.06 874.58 437.29 729.03 365.06 9.68 -2.20 0.316 45.00 -4.96 -6.99 0.00 -77.60 0.00 77.60 842.95 421.48 667.75 334.37 12.11 -2.42 0.238 48.00 -3.78 -6.13 0.00 -56.63 0.00 56.63 823.41 411.70 631.80 316.37 13.66 -2.52 0.184 50.00 -3.69 -6.08 0.00 -44.36 0.00 44.36 809.69 404.85 607.86 304.38 14.73 -2.58 0.151 52.00 -3.53 -5.91 0.00 -32.20 0.00 32.20 792.00 396.00 581.45 291.16 15.83 -2.63 0.115 55.00 -3.42 -5.85 0.00 -14.46 0.00 14.46 765.46 382.73 542.94 271.87 17.49 -2.67 0.058 57.00 -0.09 -0.04 0.00 -0.12 0.00 0.12 747.77 373.88 518.00 259.39 18.62 -2.69 0.001 60.00 0.00 -0.04 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 20.31 -2.69 0.000 Page: 7 Site Number: 414339 Site Name: Seaq Orillia Road WA, WA Customer: T -MOBILE Code: ANSI/TIA-222-G Engineering Number: 62402822 © 2007 - 2015 by ATC IP LLC. All rights reserved. 12/8/2015 4:41:40 PM Load Case: 1.2D+ 1.0Di+ 1.0Wi Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 30 mph with 0.25 in Radial Ice Ice Dead Load Factor : 1.00 16 Iterations Wind Importance Factor : 1.00 Ice Importance Factor : 1.00 Applied Segment Forces Summary Seg Bev (ft) Description Shaft Forces Wind FX (Ib) Dead Load (Ib) Discrete Forces Torsion Moment Wind FX MY MZ (Ib) (Ib -ft) (Ib -ft) Linear Forces Dead Load Wind FX (Ib) (Ib) Sum of Forces Dead Load Wind FX (Ib) (Ib) Dead Torsion Moment Load MY MZ (Ib) (Ib -ft) (Ib) 0.00 5.00 10.00 15.00 20.00 25.00 30.00 32.25 35.00 38.00 40.00 45.00 48.00 50.00 52.00 55.00 57.00 60.00 Bot - Section 2 Top - Section 1 Appertunance(s) Appertunance(s) Appertunance(s) Appertunance(s) 12.1 0.0 23.9 510.1 23.1 499.1 22.3 483.9 21.4 467.2 20.6 449.9 14.6 432.1 10.0 188.9 11.6 370.7 10.0 193.8 13.9 126.5 15.8 305.0 9.8 176.4 7.7 114.8 9.6 112.4 9.5 163.9 9.3 106.5 5.5 155.0 13.9 0.0 55.7 401.9 123.2 0.0 48.9 2,142.1 72.9 0.0 0.0 1,378.2 8.5 0.0 0.0 109.5 160.1 0.0 219.1 5,247.3 Page: 8 0.0 0.0 12.1 0.0 0.0 0.0 0.0 104.8 23.9 614.9 0.0 0.0 0.0 108.4 23.1 607.5 0.0 0.0 0.0 110.3 22.3 594.1 0.0 0.0 0.0 111.5 21.4 578.8 0.0 0.0 0.0 112.5 20.6 562.4 0.0 0.0 0.0 113.3 14.6 545.4 0.0 0.0 0.0 51.2 10.0 240.1 0.0 0.0 0.0 62.8 25.5 835.4 0.0 0.0 0.0 68.7 133.3 2,404.6 0.0 0.0 0.0 39.6 13.9 166.0 0.0 0.0 0.0 99.3 15.8 404.3 0.0 0.0 0.0 59.8 82.6 1,614.4 0.0 0.0 0.0 40.0 7.7 154.7 0.0 0.0 0.0 40.0 18.1 261.9 0.0 0.0 0.0 57.9 9.5 221.8 0.0 0.0 0.0 38.7 169.4 5,392.4 0.0 0.0 0.0 0.0 5.5 155.0 0.0 0.0 Tota is : 629.43 15, 353.9 0.00 0.00 Site Number: 414339 Site Name: Customer: Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. 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Seaq Orillia Road WA, WA Engineering Number: 62402822 T -MOBILE 12/8/2015 4:41:40 PM Load Case: 1.2D + 1.0Di + 1.0W i Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 1.00 30 mph with 0.25 in Radial Ice 16 Iterations Ice Dead Load Factor : 1.00 Wind Importance Factor : 1.00 Ice Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -15.35 -0.62 0.00 -26.48 0.00 26.48 1,587.29 793.64 1,816.39 909.55 0.00 0.00 0.039 5.00 -14.74 -0.60 0.00 -23.38 0.00 23.38 1,546.26 773.13 1,705.39 853.96 0.01 -0.02 0.037 10.00 -14.13 -0.58 0.00 -20.39 0.00 20.39 1,504.05 752.02 1,596.52 799.45 0.03 -0.03 0.035 15.00 -13.54 -0.56 0.00 -17.49 0.00 17.49 1,460.65 730.33 1,489.95 746.08 0.08 -0.05 0.033 20.00 -12.96 -0.54 0.00 -14.69 0.00 14.69 1,407.65 703.83 1,377.57 689.81 0.14 -0.06 0.030 25.00 -12.40 -0.52 0.00 -11.98 0.00 11.98 1,348.68 674.34 1,263.99 632.93 0.21 -0.08 0.028 30.00 -11.85 -0.51 0.00 -9.36 0.00 9.36 1,289.70 644.85 1,155.29 578.50 0.30 -0.09 0.025 32.25 -11.61 -0.50 0.00 -8.21 0.00 8.21 1,263.16 631.58 1,107.97 554.81 0.34 -0.09 0.024 35.00 -10.77 -0.47 0.00 -6.78 0.00 6.78 905.02 452.51 791.89 396.54 0.40 -0.10 0.029 38.00 -8.37 -0.34 0.00 -5.31 0.00 5.31 886.90 443.45 753.99 377.56 0.46 -0.11 0.023 40.00 -8.20 -0.32 0.00 -4.63 0.00 4.63 874.58 437.29 729.03 365.06 0.51 -0.11 0.022 45.00 -7.80 -0.31 0.00 -3.01 0.00 3.01 842.95 421.48 667.75 334.37 0.63 -0.12 0.018 48.00 -6.19 -0.22 0.00 -2.08 0.00 2.08 823.41 411.70 631.80 316.37 0.70 -0.12 0.014 50.00 -6.03 -0.22 0.00 -1.63 0.00 1.63 809.69 404.85 607.86 304.38 0.75 -0.13 0.013 52.00 -5.77 -0.20 0.00 -1.20 0.00 1.20 792.00 396.00 581.45 291.16 0.81 -0.13 0.011 55.00 -5.55 -0.19 0.00 -0.61 0.00 0.61 765.46 382.73 542.94 271.87 0.89 -0.13 0.009 57.00 -0.15 -0.01 0.00 -0.02 0.00 0.02 747.77 373.88 518.00 259.39 0.94 -0.13 0.000 60.00 0.00 -0.01 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 1.02 -0.13 0.000 Page: 9 Site Number: 414339 Site Name: Seaq Orillia Road WA, WA Customer: T -MOBILE Code: ANSIITIA-222-G © 2007 -2015 by ATC IP LLC. 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Engineering Number: 62402822 12/8/2015 4:41:40 PM Load Case: 1.0D+ 1.0W Gist Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Serviceability 60 mph 18 Iterations Wind Importance Factor : 1.00 Applied Segment Forces Summary Shaft Forces Discrete Forces Linear Forces Sum of Forces Seg Dead Torsion Moment Dead Dead Dead Torsion Moment Hey Wind FX Load Wind FX MY MZ Load Wind FX Load Wind FX Load MY MZ (ft) Description (Ib) (Ib) (Ib) (Ib -ft) (Ib -ft) (Ib) (Ib) (Ib) (Ib) (Ib) (Ib -ft) (Ib) 0.00 25.6 0.0 0.0 0.0 25.6 0.0 0.0 0.0 5.00 50.3 369.6 0.0 54.6 50.3 424.2 0.0 0.0 10.00 48.4 356.1 0.0 54.6 48.4 410.7 0.0 0.0 15.00 46.6 342.6 0.0 54.6 46.6 397.2 0.0 0.0 20.00 44.7 329.1 0.0 54.6 44.7 383.7 0.0 0.0 25.00 42.9 315.6 0.0 54.6 42.9 370.2 0.0 0.0 30.00 30.2 302.1 0.0 54.6 30.2 356.6 0.0 0.0 32.25 Bot - Section 2 20.7 131.5 0.0 24.5 20.7 156.1 0.0 0.0 35.00 Top - Section 1 24.0 277.3 52.7 0.0 211.0 256.4 0.0 30.0 76.7 563.7 0.0 0.0 38.00 Appertunance(s) 20.8 127.7 428.0 0.0 185.8 1,613.7 0.0 32.7 448.8 1,774.1 0.0 0.0 40.00 28.8 83.1 0.0 16.5 28.8 99.6 0.0 0.0 45.00 32.6 200.6 0.0 41.4 32.6 242.0 0.0 0.0 48.00 Appertunance(s) 20.1 115.5 233.1 0.0 0.0 1,200.0 0.0 24.8 253.2 1,340.3 0.0 0.0 50.00 15.9 75.0 0.0 16.5 15.9 91.5 0.0 0.0 52.00 Appertunance(s) 19.6 73.4 31.3 0.0 0.0 90.0 0.0 16.5 50.9 179.9 0.0 0.0 55.00 19.4 107.0 0.0 22.9 19.4 129.9 0.0 0.0 57.00 Appertunance(s) 19.0 69.3 1,739.1 0.0 822.5 3,910.0 0.0 15.3 1,758.1 3,994.6 0.0 0.0 60.00 11.3 100.9 0.0 0.0 11.3 100.9 0.0 0.0 Tota is : 3,005.11 11, 015.1 0.00 0.00 Page: 10 Site Number: 414339 Site Name: Customer: Code: ANSI/TIA-222-G 0 2007 - 2015 by ATC IP LLC. 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Seaq Orillia Road WA, WA Engineering Number: 62402822 T -MOBILE 12/8/2015 4:41:40 PM Load Case: 1.0D+1.0W Gust Response Factor : 1.10 Dead Load Factor : 1.00 Wind Load Factor : 1.00 Serviceability 60 mph 18 Iterations Wind Importance Factor : 1.00 Calculated Forces Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Bev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -11.01 -2.99 0.00 -149.50 0.00 149.50 1,587.29 793.64 1,816.39 909.55 0.00 0.00 0.171 5.00 -10.58 -2.96 0.00 -134.56 0.00 134.56 1,546.26 773.13 1,705.39 853.96 0.05 -0.09 0.164 10.00 -10.17 -2.92 0.00 -119.78 0.00 119.78 1,504.05 752.02 1,596.52 799.45 0.20 -0.19 0.157 15.00 -9.77 -2.89 0.00 -105.17 0.00 105.17 1,460.65 730.33 1,489.95 746.08 0.44 -0.28 0.148 20.00 -9.38 -2.86 0.00 -90.73 0.00 90.73 1,407.65 703.83 1,377.57 689.81 0.78 -0.37 0.138 25.00 -9.01 -2.82 0.00 -76.44 0.00 76.44 1,348.68 674.34 1,263.99 632.93 1.22 -0.46 0.127 30.00 -8.65 -2.80 0.00 -62.32 0.00 62.32 1,289.70 644.85 1,155.29 578.50 1.74 -0.54 0.114 32.25 -8.49 -2.78 0.00 -56.02 0.00 56.02 1,263.16 631.58 1,107.97 554.81 2.00 -0.57 0.108 35.00 -7.92 -2.71 0.00 -48.15 0.00 48.15 905.02 452.51 791.89 396.54 2.34 -0.62 0.130 38.00 -6.15 -2.24 0.00 -39.84 0.00 39.84 886.90 443.45 753.99 377.56 2.74 -0.66 0.112 40.00 -6.05 -2.22 0.00 -35.36 0.00 35.36 874.58 437.29 729.03 365.06 3.03 -0.69 0.104 45.00 -5.81 -2.19 0.00 -24.27 0.00 24.27 842.95 421.48 667.75 334.37 3.78 -0.76 0.080 48.00 -4.47 -1.92 0.00 -17.71 0.00 17.71 823.41 411.70 631.80 316.37 4.27 -0.79 0.061 50.00 -4.38 -1.90 0.00 -13.87 0.00 13.87 809.69 404.85 607.86 304.38 4.60 -0.81 0.051 52.00 -4.20 -1.85 0.00 -10.07 0.00 10.07 792.00 396.00 581.45 291.16 4.95 -0.82 0.040 55.00 -4.07 -1.83 0.00 -4.52 0.00 4.52 765.46 382.73 542.94 271.87 5.47 -0.84 0.022 57.00 -0.10 -0.01 0.00 -0.04 0.00 0.04 747.77 373.88 518.00 259.39 5.82 -0.84 0.000 60.00 0.00 -0.01 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 6.35 -0.84 0.000 Page: 11 Site Number: 414339 Site Name: Seaq Orillia Road WA, WA Customer: T -MOBILE Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. All rights reserved. Engineering Number: 62402822 12/8/2015 4:41:41 PM Load Case: (1.2 + 0.2Sds) * DL + E ELFM Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 0.00 Seismic Equivalent Lateral Forces Method 18 Iterations Seismic Load Factor : 1.00 Structure Frequency : 0.7183 Sds : 0.00 Sd1 : 0.00 SA : 0.00 Ss : 1.62 S1 : 0.00 Seismic Importance Factor : 1.00 Load Case (1.2 + 0.2Sds) * DL + E ELFM Calculated Forces Seismic Equivalent Lateral Forces Method Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -14.72 -4.30 0.00 -216.55 0.00 216.55 1,587.29 793.64 1,816.39 909.55 0.00 0.00 0.247 5.00 -14.14 -4.32 0.00 -195.05 0.00 195.05 1,546.26 773.13 1,705.39 853.96 0.07 -0.13 0.238 10.00 -13.58 -4.32 0.00 -173.46 0.00 173.46 1,504.05 752.02 1,596.52 799.45 0.29 -0.27 0.226 15.00 -13.03 -4.30 0.00 -151.88 0.00 151.88 1,460.65 730.33 1,489.95 746.08 0.64 -0.40 0.213 20.00 -12.51 -4.26 0.00 -130.38 0.00 130.38 1,407.65 703.83 1,377.57 689.81 1.13 -0.53 0.198 25.00 -12.01 -4.21 0.00 -109.07 0.00 109.07 1,348.68 674.34 1,263.99 632.93 1.76 -0.66 0.181 30.00 -11.78 -4.18 0.00 -88.04 0.00 88.04 1,289.70 644.85 1,155.29 578.50 2.51 -0.77 0.161 32.25 -11.35 -4.10 0.00 -78.63 0.00 78.63 1,263.16 631.58 1,107.97 554.81 2.89 -0.82 0.151 35.00 -10.77 -3.98 0.00 -67.36 0.00 67.36 905.02 452.51 791.89 396.54 3.38 -0.88 0.182 38.00 -8.40 -3.38 0.00 -55.43 0.00 55.43 886.90 443.45 753.99 377.56 3.96 -0.94 0.156 40.00 -8.06 -3.29 0.00 -48.68 0.00 48.68 874.58 437.29 729.03 365.06 4.36 -0.98 0.143 45.00 -7.86 -3.23 0.00 -32.24 0.00 32.24 842.95 421.48 667.75 334.37 5.44 -1.08 0.106 48.00 -6.07 -2.62 0.00 -22.54 0.00 22.54 823.41 411.70 631.80 316.37 6.13 -1.12 0.079 50.00 -5.95 -2.57 0.00 -17.31 0.00 17.31 809.69 404.85 607.86 304.38 6.61 -1.14 0.064 52.00 -5.64 -2.45 0.00 -12.17 0.00 12.17 792.00 396.00 581.45 291.16 7.09 -1.16 0.049 55.00 -5.53 -2.40 0.00 -4.81 0.00 4.81 765.46 382.73 542.94 271.87 7.83 -1.18 0.025 57.00 0.00 0.00 0.00 0.00 0.00 0.00 747.77 373.88 518.00 259.39 8.32 -1.18 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 9.06 -1.18 0.000 Page: 12 Site Number: 414339 Site Name: Seaq Orillia Road WA, WA Customer: T -MOBILE Code: ANSIITIA-222-G © 2007 - 2015 by ATC IP LLC. All rights reserved. Engineering Number: 62402822 12/8/2015 4A1 Al PM Load Case: (0.9 - 0.2Sds) * DL + E ELFM Seismic (Reduced DL) Equivalent Lateral Forces Method 18 Iterations Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 0.00 Seismic Load Factor : 1.00 Structure Frequency : 0.7183 Sds : 0.00 Sd1 : 0.00 SA : 0.00 Ss : 1.62 S1 : 0.00 Seismic Importance Factor : 1.00 Load Case (0.9 - 0.2Sds) * DL + E ELFM Calculated Forces Seismic (Reduced DL) Equivalent Lateral Forces Method Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -7.51 -4.29 0.00 -213.26 0.00 213.26 1,587.29 793.64 1,816.39 909.55 0.00 0.00 0.239 5.00 -7.21 -4.29 0.00 -191.81 0.00 191.81 1,546.26 773.13 1,705.39 853.96 0.07 -0.13 0.229 10.00 -6.92 -4.28 0.00 -170.35 0.00 170.35 1,504.05 752.02 1,596.52 799.45 0.28 -0.26 0.218 15.00 -6.64 -4.25 0.00 -148.97 0.00 148.97 1,460.65 730.33 1,489.95 746.08 0.63 -0.40 0.204 20.00 -6.37 -4.20 0.00 -127.74 0.00 127.74 1,407.65 703.83 1,377.57 689.81 1.11 -0.52 0.190 25.00 -6.10 -4.13 0.00 -106.75 0.00 106.75 1,348.68 674.34 1,263.99 632.93 1.73 -0.65 0.173 30.00 -5.99 -4.10 0.00 -86.10 0.00 86.10 1,289.70 644.85 1,155.29 578.50 2.47 -0.76 0.154 32.25 -5.77 -4.01 0.00 -76.88 0.00 76.88 1,263.16 631.58 1,107.97 554.81 2.84 -0.81 0.143 35.00 -5.47 -3.89 0.00 -65.84 0.00 65.84 905.02 452.51 791.89 396.54 3.32 -0.87 0.172 38.00 -4.26 -3.31 0.00 -54.17 0.00 54.17 886.90 443.45 753.99 377.56 3.88 -0.92 0.148 40.00 -4.09 -3.21 0.00 -47.56 0.00 47.56 874.58 437.29 729.03 365.06 4.28 -0.97 0.135 45.00 -3.98 -3.16 0.00 -31.48 0.00 31.48 842.95 421.48 667.75 334.37 5.34 -1.05 0.099 48.00 -3.08 -2.56 0.00 -22.01 0.00 22.01 823.41 411.70 631.80 316.37 6.02 -1.10 0.073 50.00 -3.01 -2.51 0.00 -16.90 0.00 16.90 809.69 404.85 607.86 304.38 6.48 -1.12 0.059 52.00 -2.86 -2.40 0.00 -11.88 0.00 11.88 792.00 396.00 581.45 291.16 6.96 -1.14 0.044 55.00 -2.80 -2.35 0.00 -4.69 0.00 4.69 765.46 382.73 542.94 271.87 7.68 -1.15 0.021 57.00 0.00 0.00 0.00 0.00 0.00 0.00 747.77 373.88 518.00 259.39 8.16 -1.16 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 8.89 -1.16 0.000 Page: 13 Site Number: 414339 Site Name: Customer: Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. All rights reserved. Seaq Orillia Road WA, WA Engineering Number: 62402822 T -MOBILE 12/8/2015 4:41:41 PM Load Case: (1.2 + 0.2Sds) * DL + E EMAM Gust Response Factor : 1.10 Dead Load Factor : 1.20 Wind Load Factor : 0.00 Seismic Equivalent Modal Analysis Method 18 Iterations Seismic Load Factor : 1.00 Structure Frequency : 0.7183 Sds : 0.00 Sd1 : 0.00 SA : 0.00 Ss : 1.62 S1 : 0.00 Seismic Importance Factor : 1.00 Load Case (1.2 + 0.2Sds) * DL + E EMAM Calculated Forces Seismic Equivalent Modal Analysis Method Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY(-) FX(-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -14.71 -6.39 0.00 -348.64 0.00 348.64 1,587.29 793.64 1,816.39 909.55 0.00 0.00 0.393 5.00 -14.12 -6.40 0.00 -316.67 0.00 316.67 1,546.26 773.13 1,705.39 853.96 0.12 -0.22 0.380 10.00 -13.54 -6.39 0.00 -284.68 0.00 284.68 1,504.05 752.02 1,596.52 799.45 0.46 -0.44 0.365 15.00 -12.98 -6.37 0.00 -252.74 0.00 252.74 1,460.65 730.33 1,489.95 746.08 1.04 -0.66 0.348 20.00 -12.45 -6.34 0.00 -220.90 0.00 220.90 1,407.65 703.83 1,377.57 689.81 1.85 -0.88 0.329 25.00 -11.93 -6.31 0.00 -189.21 0.00 189.21 1,348.68 674.34 1,263.99 632.93 2.88 -1.09 0.308 30.00 -11.70 -6.31 0.00 -157.67 0.00 157.67 1,289.70 644.85 1,155.29 578.50 4.13 -1.29 0.282 32.25 -11.26 -6.28 0.00 -143.47 0.00 143.47 1,263.16 631.58 1,107.97 554.81 4.77 -1.39 0.268 35.00 -10.67 -6.23 0.00 -126.22 0.00 126.22 905.02 452.51 791.89 396.54 5.60 -1.49 0.330 38.00 -8.28 -6.00 0.00 -107.52 0.00 107.52 886.90 443.45 753.99 377.56 6.57 -1.60 0.294 40.00 -7.93 -5.98 0.00 -95.52 0.00 95.52 874.58 437.29 729.03 365.06 7.26 -1.69 0.271 45.00 -7.72 -5.95 0.00 -65.64 0.00 65.64 842.95 421.48 667.75 334.37 9.13 -1.87 0.206 48.00 -5.94 -5.46 0.00 -47.78 0.00 47.78 823.41 411.70 631.80 316.37 10.34 -1.96 0.158 50.00 -5.81 -5.41 0.00 -36.86 0.00 36.86 809.69 404.85 607.86 304.38 11.17 -2.01 0.128 52.00 -5.51 -5.24 0.00 -26.03 0.00 26.03 792.00 396.00 581.45 291.16 12.02 -2.05 0.097 55.00 -5.39 -5.15 0.00 -10.30 0.00 10.30 765.46 382.73 542.94 271.87 13.33 -2.08 0.045 57.00 0.00 0.00 0.00 0.00 0.00 0.00 747.77 373.88 518.00 259.39 14.20 -2.09 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 15.51 -2.09 0.000 Page: 14 Site Number: 414339 Site Name: Seaq Orillia Road WA, WA Customer: T -MOBILE Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. All rights reserved. Engineering Number: 62402822 12/8/2015 4:41:41 PM Load Case: (0.9 - 0.2Sds) * DL + E EMAM Seismic (Reduced DL) Equivalent Modal Analysis Method 18 Iterations Gust Response Factor : 1.10 Dead Load Factor : 0.90 Wind Load Factor : 0.00 Seismic Load Factor : 1.00 Structure Frequency : 0.7183 Sds : 0.00 Sd1 : 0.00 SA : 0.00 Ss : 1.62 51 : 0.00 Seismic Importance Factor : 1.00 Load Case (0.9 - 0.2Sds) * DL + E EMAM Calculated Forces Seismic (Reduced DL) Equivalent Modal Analysis Method Seg Pu Vu Tu Mu Mu Resultant phi phi phi phi Total Elev FY (-) FX (-) MY MZ MX Moment Pn Vn Tn Mn Deflect Rotation (ft) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft -kips) (kips) (kips) (ft -kips) (ft -kips) (in) (deg) Ratio 0.00 -7.50 -6.38 0.00 -343.08 0.00 343.08 1,587.29 793.64 1,816.39 909.55 0.00 0.00 0.382 5.00 -7.19 -6.36 0.00 -311.19 0.00 311.19 1,546.26 773.13 1,705.39 853.96 0.12 -0.21 0.369 10.00 -6.88 -6.32 0.00 -279.40 0.00 279.40 1,504.05 752.02 1,596.52 799.45 0.46 -0.43 0.354 15.00 -6.59 -6.28 0.00 -247.79 0.00 247.79 1,460.65 730.33 1,489.95 746.08 1.02 -0.65 0.337 20.00 -6.30 -6.23 0.00 -216.38 0.00 216.38 1,407.65 703.83 1,377.57 689.81 1.81 -0.86 0.318 25.00 -6.03 -6.18 0.00 -185.23 0.00 185.23 1,348.68 674.34 1,263.99 632.93 2.83 -1.07 0.297 30.00 -5.90 -6.17 0.00 -154.32 0.00 154.32 1,289.70 644.85 1,155.29 578.50 4.06 -1.27 0.271 32.25 -5.68 -6.13 0.00 -140.43 0.00 140.43 1,263.16 631.58 1,107.97 554.81 4.68 -1.36 0.258 35.00 -5.37 -6.08 0.00 -123.57 0.00 123.57 905.02 452.51 791.89 396.54 5.49 -1.46 0.318 38.00 -4.15 -5.88 0.00 -105.32 0.00 105.32 886.90 443.45 753.99 377.56 6.45 -1.57 0.284 40.00 -3.97 -5.85 0.00 -93.56 0.00 93.56 874.58 437.29 729.03 365.06 7.13 -1.66 0.261 45.00 -3.85 -5.82 0.00 -64.31 0.00 64.31 842.95 421.48 667.75 334.37 8.96 -1.83 0.197 48.00 -2.95 -5.36 0.00 -46.84 0.00 46.84 823.41 411.70 631.80 316.37 10.14 -1.92 0.152 50.00 -2.88 -5.31 0.00 -36.13 0.00 36.13 809.69 404.85 607.86 304.38 10.96 -1.97 0.122 52.00 -2.73 -5.14 0.00 -25.52 0.00 25.52 792.00 396.00 581.45 291.16 11.79 -2.01 0.091 55.00 -2.67 -5.05 0.00 -10.10 0.00 10.10 765.46 382.73 542.94 271.87 13.07 -2.04 0.041 57.00 0.00 0.00 0.00 0.00 0.00 0.00 747.77 373.88 518.00 259.39 13.93 -2.05 0.000 60.00 0.00 0.00 0.00 0.00 0.00 0.00 721.23 360.61 481.69 241.20 15.22 -2.05 0.000 Page: 15 Site Number: 414339 Code: ANSITIA-222-G ©2007-2015 by ATC IP LLC. All rights reserved. Site Name: Seaq Orillia Road WA, WA Customer: T -MOBILE Engineering Number: 62402822 12/8/2015 4:41:41 PM Analysis Summary Reactions Max Usage Shear Shear Axial Moment Moment Moment FX FZ FY MX MY MZ Elev Interaction Load Case (kips) (kips) (kips) (ft -kips) (ft -kips) (ft -kips) (ft) Ratio 1.2D+1.6W 9.81 0.00 13.19 0.00 0.00 489.62 0.00 0.55 0.9D+ 1.6W 9.59 0.00 9.89 0.00 0.00 478.76 0.00 0.53 1.2D+ 1.0Di + 1.0Wi 0.62 0.00 15.35 0.00 0.00 26.48 0.00 0.04 (1.2 + 0.2Sds) * DL + E ELFM 4.30 0.00 14.72 ' 0.00 0.00 216.55 0.00 0.25 (1.2 + 0.2Sds) * DL + E EMAM 6.39 0.00 14.71 0.00 0.00 348.64 0.00 0.39 (0.9 - 0.2Sds) * DL + E ELFM 4.29 0.00 7.51 0.00 0.00 213.26 0.00 0.24 (0.9 - 0.2Sds) * DL + E EMAM 6.38 0.00 7.50 0.00 0.00 343.08 0.00 0.38 1.0D+ 1.0W 2.99 0.00 11.01 0.00 0.00 149.50 0.00 0.17 Page: 16 Site Number: 414339 Code: ANSI/TIA-222-G © 2007 - 2015 by ATC IP LLC. All rights reserved. Site Name: Seaq Orillia Road WA, WA Customer: T -MOBILE Engineering Number: 62402822 12/8/2015 4A1:41 PM Base Summary Reactions Original Design Analysis Moment Axial Shear Moment Axial Shear Moment (kip -ft) (kip) (kip) (kip -ft) (kip) (kip) Design % 575.00 8.00 12.00 489.62 15.35 9.81 63.08 Base Plate Yield Thick Width Poly Clip Len Effective Mu Phi Mn (ksi) (in) (in) Style Sides (in) Len (in) (kip -in) (kip -in) Ratio 50.0 2.250 33.000 Clipped 0 4.00 22.320 518.46 1271.21 0.41 Anchor Bolts Start — Compression — Tension Bolt Num Bolt Yield Ultimate Cluster Angle Force Allow Force Allow Circle Bolts Bolt Type Dia (in) (ksi) (ksi) Arrange Dist (in) (deg) (kip) (kip) Ratio (kip) (kip) Ratio 34.00 04 2.25" 18J 2.25 75.00 100.00 Clustered 0.00 45.0 176.65 260.00 0.70 168.97 260.00 0.67 Page: 17 Bill Rambo From: Steve Evenson <SEvenson@rykaconsulting.com> Sent: Friday, July 08, 2016 1:37 PM To: Bill Rambo Cc: victor-michael julien Subject: SE03858A Bow lake transfer station T -Mobile permit number D16-0088 We would like to notify you of a change of contractor for this T -Mobile site. SAC Wireless is no longer the contractor, they are being replaced by Code USA LP. Thank you, Steve Evensof. RYKA*CONSULTING 206.523.1941 Office 206.499.1359 Cell 206.260.7930 Fax SEvenson@rvkaconsulting.com 918 South Horton Street Suite 1002, Seattle, WA 98134 VISIT OUR REVAMPED WEBSITE _ www.rykaconsulting.com 1 RECEIVED CITY OF TUKWILA JUL, 082016 PERMIT CENTER City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 26, 2015 NOTICE OF DECISION To: Jeff Smith, Ryka Consulting on Behalf of T -Mobile 918 South Horton Street, Suite 1002 Seattle Washington 98134 King County, Property Owner Washington State Department of Ecology King County Assessor, Accounting Division This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION CORRECTION LTR# Project File Number: L16-0013 Applicant: Jeff Smith (For T -Mobile) Type of Permit Applied for: Type 1 Wireless Telecommunications Facilities Permit Project Description: Approval of a Type 1 Telecommunications Facilities Permit to modify an existing wireless communication site located at the Bow Lake Transfer facility. T -Mobile proposed to remove two existing antennas and add two new antennas. Location: 18800 ORILLIA RI) S 98188. Parcel # 352304-9037 Associated Files: L16-0013; PL16-0011 Comprehensive Plan Tukwila Valley South Designation/Zoning District: II. DECISION RECEIVED CITY OF TUKWILA MAY 02 2016 PERMIT CENTER SEPA Determination: The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The City Community Development Department has determined that the application for a Type 1 Wireless Communications Facility does comply with applicable City and state code requirements and has approved that application with the following condition: Page 1 of 3 (&rOOSB 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 04/26/2016 DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner's decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Minnie Dhaliwal, who may be contacted at 206-431-3685 or via email at Minnie.Dhaliwal@tukwilawa.gov for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. )ka,/i Department of Community Development City of Tukwila Page 3 of 3 04/26/2016 April 19, 2016 City of Tukwila Department of Community Development JEFF SMITH 918 S HORTON, SUITE 1002 SEATTLE, WA 98134 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0088 T -MOBILE - 18800 ORILLIA RD S Dear JEFF SMITH, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: LAURA BENJAMIN at (206)433-7166 if you have questions regarding these comments. • Adding antennas to an existing tower in a commercial or industrial zone requires a Type 1 Wireless Communication Facility land use permit. Land use permit approval must be issued prior to issuance of a corresponding building permit. The Wireless Communication Facility land use permit application is available at http://tukwilawa.gov/wp-content/uploads/DCD-Apps-Wireless-Telecommunication-Facilities.pdf. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, 110 Bill Rambo Permit Technician File No. D16-0088 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0088 PROJECT NAME: T -MOBILE SITE ADDRESS: 18800 ORILLIA RD S Original Plan Submittal X Response to Correction Letter # 1 DATE: 05/02/16 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division n Public Works ❑ Fire Prevention Structural n 1--$ 41' 1"-3-1 (0 Planning Division ip ❑ Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/03/16 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/31/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0088 PROJECT NAME: T -MOBILE SITE ADDRESS: 18800 ORILLIA RD S X Original Plan Submittal Response to Correction Letter # DATE: 03/30/16 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division ED b ' N 3 I-- Public Works is AK N/s 'A-tLI-1(p L� Corr}Z 14--I--1fr Fire Prevention gm Planning Division SI Structural n Permit Coordinator PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: DATE: 03/31/16 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 04/28/16 ❑ Approved with Conditions ❑ Denied n (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 4- l T Departments issued corrections: Bldg ❑ Fire 0 Ping l- PW ❑ Staff Initials: u�2 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206-431-3665 Web site: http://www.ci.tukwila.wa.us Revision submittals must be submitted in Person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4/27/16 Plan Check/Permit Number: D16-0088 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: T -Mobile Project Address: 18800 Orillia Rd S Contact Person: Jeff Smith Phone Number: 208 255-9905 Summary of Revision: Copy of land use approval. RFCFIVFD CITY OF TUKWILA MAY 02 2016 PERMIT CENTER Sheet Number(s): "Cloud" or highlight all areas of revision including date of renis Received at the City of Tukwila Permit Center by: 11 --"Entered in TRAKiT on S �' L \applieations\forms-applications on line\revision submittal Created: 8-13-2004 Revised: CODE USA LP Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 [4.1:,>a A -Z Index Help My L&I Workplace Rights Trades & Licensing CODE USA LP Owner or tradesperson Principals MARCILLE, LORNE H, PARTNER/MEMBER Doing business as CODE USA LP WA UBI No. 603 562 029 30970 INDUSTRIAL RD LIVONIA, MI 48150 905-663-2633 Business type Partnership Governing persons DAVID SHIFLETT LORNE MARCILLE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. CODEUUL843C5 Effective — expiration 02/2512016— 02/25/2018 Bond American Contractors Indem CO Bond account no. 100298831 $12,000.00 Received by L&I Effective date 02/25/2016 02/12/2016 Expiration date Until Canceled Insurance Houston Casualty Co Policy no. AES1032255 $1,000,000.00 Received by L&I Effective date 02/25/2016 11/16/2015 Expiration date 11/16/2016 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603562029&LIC=CODEUUL843C5&SAW= 7/8/2016 SAC WIRELESS LLC Home Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I A -Z Index Help Page 1 of 2 My L&I Workplace Rights Trades & Licensing SAC WIRELESS LLC Owner or tradesperson Principals SANZO, JOSEPH (JOSE) PASQUALE, MANAGER KOZIEL, BILL R, MANAGER Doing business as SAC WIRELESS LLC WA UBI No. 603 391 663 540 MADISON STREET 16TH FLOOR CHICAGO, IL 60661 847-944-1600 Business type Limited Liability Company Governing persons BILL KOZIEL HALL CAPITAL PARTNERS; JOE SANZO; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. SACWIWL852J2 Effective — expiration 07/01/2015— 07/01/2017 Bond ................ Washington International Ins Co Bond account no. 9170096 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 04/21/2015 04/17/2015 Expiration date Until Canceled Insurance ................_....... Indian Harbor Ins Co $1,000,000.00 Policy no. US00075282L116A Received by L&I Effective date 05/05/2016 05/01/2016 Expiration date 05/01/2017 Insurance history https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 05/23/2016