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Permit D17-0149 - T-MOBILE - WIRELESS COMMUNICATION FACILITY MODIFICATION
T -MOBILE 1224 ANDOVER PARK E CELL TOWER D17-0149 Parcel No: Address: 0 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 3523049071 1224 ANDOVER PARK E CELLTWR Project Name: T -MOBILE Permit Number: D17-0149 Issue Date: 8/1/2017 Permit Expires On: 1/28/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: PHOENIX RISING ENTERPRISES 6616 FLORA AVE S , SEATTLE, WA, 98108 CHARLES LI 8218 154 AVE NE , REDMOND, WA, 98052 Phone: (425) 765-6220 BLUESTREAM PROFESSNL SRVCS LLC Phone: (507) 334-2268 3305 HWY 60 W , FARIBAULT, MN, 55021 BLUESPS847CE Expiration Date: 2/4/2018 T -MOBILE Address: 19807 NORTH CREEK PKWY N , BOTHELL, WA, +98011 DESCRIPTION OF WORK: T -MOBILE PROPOSES TO MODIFY ITS EXISTING WIRELESS COMMUNICATION FACILITY ON A ROOFTOP. THE SCOPE OF WORK INCLUDES THE SWAPPING OF (3) FXFB RADIOS WITH (3) FHFB RADIOS LOCATED WITHIN A SHROUD OF A ROOFTOP (1 RADIO PER SECTOR). A TOTAL OF (6) DIPLEXERS WILL BE ADDED (2 PER SECTOR) NEXT TO THE EXISTING DIPLEXERS ALL WITHIN SHROUD. IN THE EXISTING EQUIPMENT CABINETS REMOVE (1) FSME MODULE, ADD (2) FSMF AND (1) FXFB REPURPOSED MODULES. Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $865.97 Occupancy per IBC: U Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: i 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: W� Date: 9-1 ( 7 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 perm' gree to the conditions attached to this permit. Signature: C Ga -v ''/--- Print Name: ( ca -Vi 5 l Q�Lf,� Date: g /4- efr- sc✓i 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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. 10: Ensure the installation of a labeled, clearly visible, readily accessible emergency power shut-off switch to de -energize primary power as well as battery back-up power. 7: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 8: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 9: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. Project No. Date Application Accepted: 1 _ Date Application Expires: A (For office use onl 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.: 3523049071 Site Address: 1224 Andover Park E Tukwila, WA 98188 Suite Number: __ __ Floor: New Tenant: 0 Yes m ..No Tenant Name: T -Mobile West LLC PROPERTY OWNER Name: Charles Li - Centerline Solutions Name: Martha Stanton LLC City: Redmond State: WA Zip: 98052 Address: 1124 Andover Park E Email: c1i@centerlinesolutions.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Charles Li - Centerline Solutions Address: 8218 154th Ave NE City: Redmond State: WA Zip: 98052 Phone: (425) 765-6220 Fax: Email: c1i@centerlinesolutions.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: ��LLcI Address: tg1Z o7 N '� &ea. ?KwY Architect Name: Kristopher Scott City: -12)0+10,1 J`lttilt<< State: 1 A! ll Zip: q$01 1 City: State: City: Golden State: CO Zip: Phone: Fax: Email: kscott@centerlinesolutions.com Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applicat onsTorms-Applcations On Line \ 2011 Applicatiom\Pemrit Application Revised - 8.9-11.docx Revised: August 2011 on ARCHITECT OF RECORD Name: 7-- Mablle. Wu4 Company Name: Centerline Solutions ��LLcI Address: tg1Z o7 N '� &ea. ?KwY Architect Name: Kristopher Scott City: -12)0+10,1 J`lttilt<< State: 1 A! ll Zip: q$01 1 Address: 16035 Table Mountain Parkway City: Golden State: CO Zip: 80403 Phone: (303) 993-3293 Fax: Email: kscott@centerlinesolutions.com ENGINEER OF RECORD Name: 7-- Mablle. Wu4 Company Name: Centerline Solutions ��LLcI Address: tg1Z o7 N '� &ea. ?KwY Engineer Name: Kristopher Scott City: -12)0+10,1 J`lttilt<< State: 1 A! ll Zip: q$01 1 Address: 16035 Table Mountain Parkway City: Golden State: CO Zip: 80403 Phone: (303) 993-3293 Fax: Email: kscott@centerlinesolutions.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: 7-- Mablle. Wu4 ��LLcI Address: tg1Z o7 N '� &ea. ?KwY j /\.) City: -12)0+10,1 J`lttilt<< State: 1 A! ll Zip: q$01 1 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): T -Mobile proposes to modify its existing wireless communication facility on a rooftop. The scope of work includes the swapping of (3) FXFB radios with (3) FHFB radios located within a shroud on the rooftop (1 radio per sector). A total of (6) diplexers will be added (2 per sector) next to the existing diplexers, all within shroud. In the existing equipment cabinets, remove (1) FSME module, add (2) FSMF and (1) FXFB repurposed modules. Will there be new rack storage? ❑ Yes rQ.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below lat Floor Existing Interior Remodel . Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 2td Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck FLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) 'For an Accessory dwelling, provide the following: Lot Area (sq 11): 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? 0 Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 0 Automatic Fire Alarm Q� None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. SEPTIC_ SYSTEM O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Appl cations\Fomts-Applications On Line \2011 Applications\Penntit Application Revised - 8-9-11.docx Revised: August 2011 bb Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): T -Mobile proposes to modify its existing wireless communication facility on a rooftop. The scope of work includes the swapping of (3) FXFB radios with (3) FHFB radios located within a shroud on the rooftop (1 radio per sector). A total of (6) diplexers will be added (2 per sector) next to the existing diplexers, all within shroud. In the existing equipment cabinets, remove (1) FSME module, add (2) FSMF and (1) FXFB repurposed modules. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District tj ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewe s ct ...Tukwila ❑...Valley View o ...Sewer Use Certificate ❑...Sewer Availability Provided .. Highline ❑ .. Renton 0 .. Renton ❑ .. Seattle Se tic_Svstem: ❑p 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 Annlicatlon (mark boxes which aunty): rQ ...Civil Plans (Maximum Paper Size — 22" x 34") ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance ❑ .. Easement(s) r. onosedActivjties (mark boxes that aunty): ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ..▪ .Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage ...Sanitary Side Sewer ❑ .. Abandon Septic Tank 0 .. Grease Interceptor ..• .Cap or Remove Utilities 0 .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements ❑ .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection Irrigation " Domestic Water ..• .Permanent Water Meter Size... WO # ..• .Temporary Water Meter Size .. " WO # ..• .Water Only Meter Size " WO # ❑...Deduct Water Meter Size ..• .Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ...Water 0...Sewer 0 ...Sewage Treatment Monthly Service Billing t Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplicntions\Forms-Applications On Line \2011 Applications \Permit Application Revised • 8-9.11.docx Revised: August 2011 bb 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 AUT ;_. ZE 4 AGENT: Signature: Print Name: Charles Li Mailing Address:. 8218 154th Ave NE, Ste 120 H:Wppli ations\Fosms•Appticatious On Line \ 2011 Applications\Petmit Application Revised - 8-9.11.docx Revised: August 2011 bh Date: 61 z_ l Day Telephone: _ (425) 765-6220 Redmond WA 98052 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK 1 ACCOUNT I QUANTITY PAID $865.97 D17-0149 Address: 1224 ANDOVER PARK E CELL TWR Apn: 3523049071 $865.97 Credit Card Fee $25.22 Credit Card Fee R000.369.908.00.00 0.00 $25.22 DEVELOPMENT $816.15 PERMIT FEE R000.322.100.00.00 0.00 $491.91 PLAN CHECK FEE R000.345.830.00.00 0.00 $319.74 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE R000.322.900.04.00 TOTAL FEES PAID BY RECEIPT: R11630 0.00 $24.60 $865.97 Date Paid: Monday, June 05, 2017 Paid By: CENTERLINE SOLUTIONS Pay Method: CREDIT CARD 028658 Printed: Monday, June 05, 2017 12:42 PM 1 of 1 r' I L.. i J l _SYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 117—olit 61 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3 Project: T -/+I UB/ Type of Inspection: .31)ILD»s &- F) hitt, Address: 112_9 ltAkvA411 PO . e Date Called: Special Instructions: Date Wanted: it—q-17 a.m., p.m. Requester: Phone No: l' Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: f< 0,A)T)) i54» aP i,/ tel Rei Inspector: Date: --y/7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION 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 b17- 0)4)q Project: I MC/AMC Typie of Inspection: ai11 E.Ni, h/1/4L Address: iZLI4 I <6 Date Called: Special Instructions: eat. v,e i?LC. Date Wanted: T. i Vi i m. P.m• Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: P'411111-1 Ph/WS' AVItiLi ata Inspector: Date: 7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Btvd., Suite 100. Call to schedule reinspection. T • «Mobile•® KLEIN/SPRINGSROOK/ROSE 1224 ANDOVER PARK E TUKWILA, WA 98188 SITE ID: SE04017D L1900 CAPACITY ADD CONSTRUCTION DRAWINGS PROJECT SUMMARY THIS PROJECT INCLUDES LUDES THE FOLLOWING SCOPE OF WORK (L1900 CAPACITY ADO): 1. PROPOSED MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY. MODIFICATIONS TO ROOFTOP INCLUDE: REMOVAL OF (3) FXFB " ADDITION OF (3) FHFB • ADDITION OF (6) DIPLEXERS RECONFIGURATION OF (6) DIPLEXERS MODIFICATIONS TO GROUND EQUIPMENT INCLUDE: • REMOVAL OF (1) FSME • ADDITION OF (1) FSMF • ADDITION OF (1) FXFB (REPURPOSED FOR GSM) PROJECT VICINITY & AERIAL MAPS SITE INFORMATION SITE NAME: SITE ID: SITE ADDRESS: LATITUDE: LONGITUDE: SOURCE: PARCEL NUMBER: ZONING CLASSIFICATION: JURISDICTION: TOP OF (E) PARAPET: OCCUPANCY GROUP: CONSTRUCTION TYPE: KLEIN/SPRI NGBROOK/ROSE SE04017D 1224 ANDOVER PARK E TUKWILA, WA 98188 47° 26' 34.97 -122° 15' 01.68" 1A 3523049071 TVS CITY OF TUKWILLA 30.3' AGL DRIVING DIRECTIONS FROM T -MOBILE BOTHELL OFFICE: 1. GET ON WA -520W (0.9 MI) 2. TAKE WA -181 S/INTERURBAN AVE S IN TUKWILA (18.9 MI) 3. DRIVE TO ANDOVER PARK E (1.8 MI) ESTIMATED DISTANCE: 21 MILES ESTIMATED TIME 27 MINUTES REVISIONS No changes shall be made to the scope of work withou� prior approval of I c.I'•;'v !a Eu:. c ing Division I fdiu L .; ; ::` -'='t ;L'J:Ttit!-.; i rcs PROJECT CONTACTS APPLICANT T -MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 PROPERTY OWNER MARTHA STANTON LLC 1124 ANDOVER PARK E TUKWILA, WA 98188 PROJECT MANAGER CENTERLINE SOLUTIONS 8218 154TH AVE NE, SUITE 120 REDMOND, WA 98052 RICK YOUNG PH: 206.450.3698 SITE ACQUISITION CONSULTANT CENTERLINE SOLUTIONS 8218 154TH AVE NE, SUITE,020 REDMOND, WA 98052 CHARLES LI PH: 425.765.6220 ZONING & PERMITTING CONSULTANT CENTERLINE SOLUTIONS 8218 154TH AVE NE, SUITE 120 REDMOND, WA 98052 CHARLES LI PH: 425.765.6220 CONSTRUCTION MANAGER CENTERLINE SOLUTIONS 8218 154TH AVE NE, SUITE 120 REDMOND, WA 98052 TODD GERRISH PH: 425.533.2668 CONSTRUCTION PROJECT MANAGER T -MOBILE 19807 NORTH CREEK PKWY N BOTHELL, WA 98011 MIKE REED PH: 425.753.0525 RF ENGINEER �7 -T -MOBILE � 19807 NORTH CREEK PKWY N BO H L, WA 98011 GOVERNING CODES Permit NO.01- 0 IBC -2015, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS NEC -2014, NATIONAL ELECTRICAL CODE Plan review approval is " A.DA COMPLIANCE A r roval of constructio- INSTALLATION IS UNMANNED AND NOT FOj3 HUMAN , `: _ , HABITATION. HANDICAP ACCESS IS NOT QUIUFEDJ , , t . • ," PER A.D.A. CENTERLINE SOLUTIONS 16Q35 TABLE MOUNTAIN PARLC ect. GOLDEN. CO 8D403 0�: t;SSIOnWAY S. KHRISTOPHER SCOTT, P.E. :curt PH: 309,y.993:337913' Qt authorize `coC.. cr ordinance. Receipt c. ani ia acknotledged: l 8// / /7 City of Tukwila DRAWING INDEX SHEET T1.0 GN1.0 A1.0 A2.0 A3.0 A4.0 A5.0 A6.0 E1.0 RF 1.0 IT RQUIIFI7D FOR: l' Mecrtanical 8/Electrical ['Plumbing ('Gas Piping City of Tukwila BUILDING DIVISION DESCRIPTION TITLE SHEET GENERAL NOTES OVERALL SITE PLAN ENLARGED EQUIPMENT PLAN ELEVATIONS ANTENNA DETAILS & PLANS ANTENNA & EQUIPMENT DETAILS CONSTRUCTION DETAILS GROUNDING DETAILS RF DETAILS RECEIVED CITY OF TUKWILA JUN 0 5 2011 PERMIT CENTER Know what's bel Call before REVIEWED FOR ODE COMPLIANCE APPROVED w• JUN 2 8 2017 • dig. J ED IN THIS SET O=Sri{ of Tukwila ig ING DIVISION THE INFORMATION CONTAI OF DOCUMENTS IS PROPR NATURE. ANY USE OR DISC THAN THAT WHICH RELATE SERVICES IS STRICTLY PR SIGN OFF OF FINAL CONSTRUCTION DRAWINGS REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED CONSULTANT SIGNATURE DATE SITE ACQUISITION PRELIMINARY NO. PERMITTING CONSULTANT D/C DESCRIPTION RF ENGINEER: 03-21-17 JKMIS CONST. MNGR. 1 04-18-17 /MS/MS OPS MNGR. CLIENT COMMENT SUBMITTAL PROJECT MNGR. DATE DIC REGULATORY REN'ni'q niLiq 05-05-17 DEV. MNGR.N/ BP SUBMITTAL T•'Mobie.• «CENTEOLUTIORLINNSE S $$8 y40 �o* i h 4 s/nR/� �IONALG) J,4 WAS4/ ti 4 5,1 I CP PROJECT NO.: TMO-16-0049-125 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 03-21-17 JKMIS 90% CD REVIEW 1 04-18-17 /MS/MS CLIENT COMMENT SUBMITTAL NO. DATE DIC DESCRIPTION 0 05-05-17 MS/MS BP SUBMITTAL KLEIN/SPRINGBROOK/ROSE SITE NAME: SE04017D SITE ID: SITE ADDRESS: 1224 ANDOVER PARK E TUKWILA, WA98188 SHEET TITLE TITLE SHEET SHEET NO. T1.0 BUILDING DIVISION GENERAL NOTES STRUCTURAL NOTES DRAWING ABBREVIATIONS ,1� 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. GENERAL STRUCTURAL NOTES: AFF ABOVE FINISH FLOOR LF LINEAR FEET 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC REPRESENTATION OF THE FINAL 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS AGL ABOVE GRADE LEVEL MAX MAXIMUM INSTALLATION. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND FOR OTHER SIMILAR WORK. LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. AWG AMERICAN WIRE GAUGE MECH MECHANICAL *CENTERLINE SOLUTIONS 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. 3. PRIOR TO THE SUBMISSION OF BIDS. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE AC AIR CONDITIONING MFR MANUFACTURER FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS AND CONFIRMING THAT THE 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, AD ADJUSTABLE MGR MANAGER WORK MAY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE PROJECT MANAGER. DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR APPROX APPROXIMATELY MIN MINIMUM INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK. AZ AZIMUTH MISC MISCELLANEOUS 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY BLDG BUILDING MTL METAL MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, CM CONSTRUCTION MANAGER MTZL ME7ALIZE(D) INDEMNIFY AND HOLD T -MOBILE AND THE ARCHITECT/ENGINEER HARMLESS FROM ANY AND ALL 6. AU. WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS CAB CABINET MW MICROWAVE APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF T -MOBILE OR THE PUBLIC CL CENTERLINE NEC NATIONAL ELECTRICAL CODE COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY ARCHITECT/ENGINEER. AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL AND ELECTRICAL SYSTEMS CLG CEILING NIC NOT IN CONTRACT SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES CLR CLEAR NTS NOT TO SCALE REGULATIONS. NECESSARY TO PROTECT THE STRUCTURE, WORKERS, AND PEDESTRIANS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING CO COPPER N/A NOT APPLICABLE Lit 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST SKILLS AND ATTENTION. THE FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT/ENGINEER SHALL CONC CONCRETE OC ON CENTER TECHNIQUES, SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK NOT INCLUDE INSPECTION OF SUCH ITEMS. THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND COND CONDUIT OD OUTSIDE DIAMETER UNDER WITH LANDLORD'S AUTHORIZED REPRESENTATIVE. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. CONST CONSTRUCTION OP OVERHEAD POWER $B 14 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A1 OBC WITHIN 5 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD CONT CONTINUOUS OT OVERHEAD FIBER 7 0 "� $ Q> �Tyr�► OV ii/,t, 1Jl ?, C VP e •A A. O ^ r Y y I, ,,,6 I. a, 41 ,9. rC R�j�� FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. CPM CASCADIA PM OPP OPPOSITE 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR PHONE, AND KEEP SAME ON SITE%4 WHENEVER ANY PERSONNEL ARE ON SITE. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES D/C DRAFTER/CHECKER PL PROPERTY LINE WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION DEMO DEMOLISH PLYWD PLYWOOD TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF OF THIS WORK. DIA DIAMETER PM PROJECT MANAGER THE WORK. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. DIM DIMENSION PROJ PROJECT 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. DN DOWN PROP PROPERTY ( 5/08/2 G TONAL` THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER AND/OR LANDLORD. 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, DTL DETAIL PT PRESSURE TREATED ETC.) SHALL BE REPLACED TO MATCH EXISTING. 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, DWG DRAWING RO ROUGH OPENING RUBBISH, AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY NATURE. EA EACH ROW RIGHT OF WAY 1 CP PROJECT NO.: TMO-16-0049-125 PRELIMINARY A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ELECT ELECTRICAL RRU REMOTE RADIO UNIT NO. DATE D/C DESCRIPTION 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN 10 WORKING DAYS OF ENGINEER. PROJECT COMPLETION. ELEV ELEVATION® REQ REQUIRED 0 03 21-17 JK/MS 9096 CD REVIEW B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT/ENGINEER, RECEIVED 1 04-18.17 MS/MS CLIENT COMMENT 14 WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE EQ EQU r A. , - rmTra• i rail;al_' • •= -F OTHER SIMILAR WORK. ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. EQUIP , • EQUIP E IV 4 • • T A FEET j❑j Q' SUBMITTAL 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. C THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT BY HE AND EXTK IOR n/ CODSIVIPLIr`� SrpR� NO. DATE D/C DESCRIPTION 16 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SUPERVISOR STATING WHETHER THE WORK REQUIRING SPECIALD INSPECTION WAS IN FIN FINISH ��N O V `011 S; EC FiCA710N VED O 05-05-17 MS/MS BP SUBMITTAL SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. WORKMANSHIP PROVISIONS OF THE CODE. FLR FLOOR S'' ` ME2 8 2017 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE REPLACED OR REPAIRED TO D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS. FT FOOT, ��'� ��� `<'�9 E STAINLESS STEEL SITE NAME: MATCH EXISTING. STANDARD STRUCTURAL STEEL NOTES: GA GAUGE S . STEEL KLEIN/SPRINGBROOK/ROSE SITE ID: 18. ALL ELEMENTS OF EXISTING STRUCTURE TO REMAIN UNDISTURBED, UNLESS NOTED OTHERWISE. EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION, FREE OF DAMAGE OR DETERIORATION. 1. ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM GALV GALVANIZED S UCT rG CR;I �TGilSIfiE,� CONTRACTOR TO VERIFY ALL ELEMENTS OF EXISTING STRUCTURE AFFECTED BY THIS MODIFICATION A123-A123M-02 UNLESS NOTED OTHERWISE. AND NOTIFY RECORD IF ANY DAMAGE, DETERIORATION OR DISCREPANCIES BETWEEN GC GENERAL CONTRACTOR T BU L7gPppNfR�� /I y/1R V�7 Y SI SE04017D '... ENGINEER OF 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE B. LIJ11 vJ EXISTING CONDITIONS AND THOSE DEPICTED ON THESE CONSTRUCTION DRAWINGS ARE FOUND. GWB GYPSUM WALL BOARD T• SITE ADDRESS: SPECIAL INSPECTION 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC GR GRADE THRU THROUGH AND AWS 01.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER 1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIALTABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION", 14TH EDITION. GRND GROUND TNND TINNED 1224 ANDOVER PARK E TUKWILA, WA 98188 INSPECTOR. 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM F3125 GRADE A325 BOLTS (518" DIA. UNO) HVAC HEATING, VENTING & AIR CONDITIONING UBC UNIFORM BUILDING CODE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT TO THE OWNER, ARCHITECT, GALV. PER ASTM F2329 AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.0 AND SHALL INCLUDE STRUCTURAL ENGINEER, CONTRACTOR, AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. HEAVY -HEX NUTS AND STANDARD CUT WASHERS. HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS SHALL IMMEDIATELY BE LADDERS AND STEEL HT HEIGHT UNO UNLESS NOTED OTHERWISE GENERAL NOTES 5. NON-STRUCTURAL CONNECTIONS FOR HANDRAIL, GRATING MAY USE 518" DIA BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL GALVANIZED ASTM A307 BOLTS U.N.O. INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER 6. ALL STRUCTURAL PIPE ASTM A53, TYPE E OR S, GRADE B. ID INSIDE DIAMETER UF UNDERGROUND FIBER 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK PLACE ON SITE. CONTINUOUS INSPECTION WILL NOT BE REQUIRED SPECIAL INSPECTION: IN INCH VIF VERIFY IN FIELD SHEET NO DURING PREFABRICATION IF THE APPROVED AGENCY CERTIFIES THE CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. 1. IF REQUIRED, SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSUL INSULATION VERT VERTICAL 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING THAT ALL WORK REQUIRING INSPECTOR PER CODE FOR THE FOLLOWING ITEMS: PERIODIC FOR ALL HIGH STRENGTH BOLTCINSTALLATIONS UTILIZED.ESI INT INTERIOR WP WATERPROOF G N 1 ■ 0 SPECIAL INSPECTION WAS, TO THE BEST OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN B. O ANI AL(AAND25), CONFORMANCE WITH THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE APPLICABLE B. PERIODIC FOR ALL POST INSTALLED ANCHORS (MECHANICAL AND ADHESIVE) IN CONCRETE OR JBOX JUNCTION BOX WJ WITH WORKMANSHIP PROVISIONS. CMU, IF UTILIZED. LB(S) POUND(S) W/O WITHOUT ANDOVER PARK E (E) BUILDING (TYP) OIM OM MM. OM INN OM ,o•♦ I (E) WOOD FENCED 7I///////////rrr////rrr/rr///r///_ 7 7/r/-rrrrrrrr �I/ /1 , 1 r1 /1 /1 / 1 /1 /1 it / 1 / 1 /1 /1 / 1 rl / 1 /1 /1 /1 / 1 ' l '1 '1 ▪ 1E9;1 /1 /I TD:"E' / 1 / I / / / / 1 f 1 PARCEL #: 3523049071 AREA: 1.12 ACRES / / / ♦ /• ////////////rr/////r//////////////////////////// (E) BUILDING (TYP) WM. OM COMPOUND (E) ACCESS GATE �— (E) SUBJECT r PROPERTY UNE (TYP) (E) BUILDING (TYP) DRAWING LEGEND 46.1 g 1 - - - - — SUBJECT PROPERTY UNE ADJACENT PROPERTY LINE COAX COAX ROUTE HYBRID HYBRID CABLE ROUTE x x x EXISTING FENCE 0 ELEVATION MARKER ® DETAIL REFERENCE irk SECTION MARKER COMMON ABBREVIATIONS (E) EXISTING (N) NEW ABBREVIATIONS CONTINUED (TYP) TYPICAL ON SHEET GN1.0 NOTE: SITE PLAN DERIVED FROM; EXISTING DRAWINGS, GIS, AERIAL IMAGES AND SITE PHOTOS. T -MOBILE PROJECT AREA SEE SHEET A2.0 REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION DIVED CITY OF TUKWILA JUN 052017 PERMIT CENTER 15.5" N TN MN W E S 1 OVERALL SITE PLAN SCALE: 1" = 40'-0" (11X17) SCALE: 1" = 20'-0" (22X34) 0' 20' 40' 8o' Mobile �_ *CENTERLINE SOLUTIONS lit 46.1 g 1 Ov WAS4 1, 4 �• . ., 0 0 .•:' O FCt51Ett� /ONAVIG 5/08/2 CP PROJECT NO.: TMO-16-0049-125 PRELAONARY NO. DATE D/C DESCRIPTION 0 03-21-17 JK/MS 90% CD REVIEW 1 04-18-17 MS/MS CLIENT COMMENT SUBNI TIAL NO. DATE DIC DESCRIPTION 0 05-05-17 MS/MS BP SUBMITTAL SITE NAME: KLEIN/SPRI NGBROOK/ROS E SITE ID: SE0401 7D SITE ADDRESS: 1224 ANDOVER PARK E TUKWILA, WA98188 SHEET TITLE OVERALL SITE PLAN SHEET NO. A1.0 ti POWER 8 TELCO EQUIPMENT (E) T-MOBIMOUNTED ■ ■ /� V ^ 11(lJt • i Es //////////////// MOUNTED TO (E) H -FRAME• / / / / / (E) WOOD FENCED COMPOUND (E) T -MOBILE COVP MOUNTED ON UNISTRUT «CENTERLINE SOLUTIONS - / / / x TO REMAIN (TYP OF 3) \\r , (E) T -MOBILE EQUIPMENT WITHIN 4 CABINET TO BE REMOVED: (1) FSME CO COAX COAX - HYBRID HYBRID HYBRID —� T -MOBILE CABINETS / MB NS NM TO TO REMAIN (E) (1) 150 LF T -MOBILE LOW -CAP HYBRID O 0 / / \ x I \ CABLE TO REMAIN (E) (18)125 LF 1 518" COAX TO REMAIN = / m (E) ROOFTOP / y J �e / 3 41 � 15.5" N 0 J a 4 v WAS tP 0 fp Ado h� 'AZ Q y.. ,. 73 /73(E) LADDER W/ LOCKING PLATE W E / s 5/08/25JONAL R513y 11,„.,c_ ij$ j �ji� G SCALE: 3/16" = 1'-0" (11X17) 0' 5' • 10' 1 (E) ENLARGED EQUIPMENT PLAN SCALE: 3/8" =1-0" (22X34) m• NM IIIIININIIIIIIIIIISINII EN gm m (E) T -MOBILE POWER 8 TELCO EQUIPMENT CP PROJECT NO.: TMD -16-0049-125 PRELIMINARY //////////////// MOUNTED TO (E) H -FRAME NO. DATE D/C DESCRIPTION / x x g x 0 03-21-17 JK/MS 90% CD REVIEW 1 04-18-17/IS/MS CLIENT COMMENT / / / x / (E) WOOD FENCED COMPOUND (E) T -MOBILE COVP MOUNTED ON UNISTRUT REVIEWED FOR CODE COMPLIANCE APPROVED JUN 28 2017 SUBMITTAL NO. DATE D/C DESCRIPTION 0 05-05-17 MS/MS BP SUBMITTAL - SITE NAME: / / / x TO REMAIN (TYP OF 3) (N) T -MOBILE EQUIPMENT TO BE ADDED TO CABINET: • KLEIN/SPRINGBROOK/ROSE ID: (2)FSMF City of Tukwila CO COAX COAX (1) FXFB (REPURPOSED FOR GSM)SITE BUILDINGDIVISION S E04017D SITE ADDRESS: -HYBRID HYBRID HYBRID (E) T -MOBILE CABINETS (E) (1) 150 LF T MOBILE LOW CAP HYBRID v / / 1111 \� X TO REMAIN RECEIVED CITY OF TU KWI LA 1224 ANDOVER PARK E TUKWILA, WA 98188 CABLE TO REMAIN (E) (18) 125 LF 1 5/8" COAX TO REMAIN = o / (E) ROOFTOP / / / II / JUN 05 2017 ) SHEETTITLE EQUIPMENT P LAN o " j-- 2 PERMIT CENTER 55ENLARGED / N < A / • TN MN (E) LADDER W/ LOCKING PLATE W SHEET NO. / / E S A2.0 SCALE: 3/16" = 1'-0" (11X17) 0' S' 10' 2 (N) ENLARGED EQUIPMENT PLAN SCALE: 3/8"=1'-0"(22X34) NOTES: Mobile .* • PRIOR TO MATERIALS PROCUREMENT CONTRACTOR SHALL FIELD VERIFY CONDITION OF STRUCTURE AT PROPOSED MOUNTING LOCATION TO ENSURE EXISTING CONDITIONS ARE SUITABLE AT SPECIFIED ELEVATION. • RETURN ALL USED EQUIPMENT AND HARDWARE TO T-MOBILE WAREHOUSE. • ALL CLIMBING PATHS ON TOWER/MONOPOLE TO REMAIN FREE & CLEAR OF MOUNTS, EQUIPMENT, ETC. (E) T-MOBILE FRIG (RRU) TO REMAIN (1 PER SECTOR, TOTAL OF 3) (E) T-MOBILE PANEL ANTENNA TO REMAIN (2 PER SECTOR, TOTAL OF 6) (E) T-MOBILE FRLB TO REMAIN (1 PER SECTOR, TOTAL OF 3) (E) T-MOBILE TMA TO REMAIN *CENTERLINE SOLUTIONS (2 PER SECTOR, TOTAL OF 6) (E) T-MOBILE COVP TO REMAIN (1 PER SECTOR, TOTAL OF 3) DS aik (E) TOP OF SHROU4D (E) BUILDING \\ I (Y" (E) T-MOBILE DIPLEXER (2 PER SECTOR, TOTAL OF 6) TO BE RECONFIGURED TO USE W/ THE TMBXX-6516-R2M ANTENNA (E) T-MOBILE FXFB (RRU) TO BE REMOVED ➢ i ' (1 PER SECTOR, TOTAL OF 3) (E) TOP OF PARAPET oilL (1) TO BE REPURPOSED ON GROUND --i,, 30'-3' 4.1141.11 = (E) GRADE 0'-0" AGL C 5/08/2 y`O4 1) Vf ASIii4, IPti) % 0 R 513 Y •i► O rjts JONAL'`G (E) WOOD FENCED COMPOUND $ SCALE: 1/16" = 1'-0" (11X17) 0' 8' 16' 32' 1 EXISTING EAST ELEVATIONSCALE: 1/8"=1'-0"(22X34) M El =1 (E) T-MOBILE FRIG (RRU) TO REMAIN (1 PER SECTOR, TOTAL OF (E) T-MOBILE PANEL ANTENNA TO REMAIN (2 PER SECTOR, TOTAL OF 3) 6) 1 CP PROJECT NO.: TMD-16-0049-125 1 PRELIMINARY DATE D DESCRIPTION (E) T-MOBILE FRLB TO REMAIN (1 PER SECTOR, TOTAL OF (E) T-MOBILE TMA TO REMAIN (2 PER SECTOR, TOTAL OF (E) T-MOBILE COVP TO REMAIN (1 PER SECTOR, TOTAL OF 3) 6) 3) (E) TOP OF SHROUDS di •° REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 0 03-21-17 M JK/MS 90% CD REVIEW 1 04-18-17 MS/MS CLIENT COMMENT, SUBMITTAL NO. DATE D/C DESCRIPTION 0 05-05-17 MS/MS BP SUBMITTAL (E) BUILDING (E) T-MOBILE DIPLEXER (2 PER SECTOR, TOTAL OF 6) TO BE RECONFIGURED TO USE W/ THE TMBXX-6516-R2M ANTENNA (N) T-MOBILE FHFB (RRU) (1 PER SECTOR,— �u40'-0' (N) T-MOBILE DIPLEXER (2 PER SECTOR, TOTAL OF 6) MOUNT TO (E) UNISTRUT SITE NAME: LEIN/SPRINGBROOK/ROSE SITE ID: TOTAL OF 3) MOUNT TO (E) PIPE MOUNT (E) TOP OF PARAPET City of Tukwila 30'-3' BUILDING DIVISIGV SE04017D SITE ADDRESS: RECEIVED C!TY OF TUKWILA 1224 ANDOVER PARK E TUKWILA,WA98188 = JUN 05 2017 ., •-; SHEET TITLE ELEVATIONS PERMIT CENTER (E) GRADE 0'-0" AGL (E) WOOD FENCED COMPOUND • SHEET NO. A3.0 SCALE: 1116" =1'-0" (11X17) 0' 8' 16' 32' 2 FINAL EAST ELEVATIONSCALE: 1/8"=1'-0"(22X34) ■�. N cc m N m 2= v Q NIBMIN v < co o p m= w Q (E) T -MOBILE PANEL ANTENNA TO REMAIN (2 PER SECTOR, TOTAL OF 6) (E)T-MOBILE FRLB TO REMAIN (1 PER SECTOR, TOTAL OF 3) o (E) T -MOBILE FXFB (RRU) TO BE REMOVED ° (1 PER SECTOR, TOTAL OF 3) (1) TO BE REPURPOSED ON GROUND E �yj I. ^ j;l/V� II ANTENNA SCHEDULE -FINAL CONFIGURATION SECTOR POS. EXIST. / NEW MNFR. ANTENNA MODEL PORT DIMENSIONS (L x W x D) WEIGHT (LBS) Al EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0" x 11.9" x 6.3" 34.6 *CENTERLINE ALPHA A2 EXISTING COMMSCOPE SBNHH-1D65C HEX 96.0" x 11.9" x 7.1" 49.6 A3 A4 *' I!J _ we Bt EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0" x 11.9" x 6.3" 34.6 .......5m m [ _•� i BETA B2 EXISTING COMMSCOPE SBNHH-1D65C HEX 96.0" x 11.9" x 7.1" 49.6 O B3 (E) T -MOBILE FRIG TO REMAIN (1 PER SECTOR, TOTAL OF 3) • (E) T -MOBILE COVP TO REMAIN / �i (1 PER SECTOR, TOTAL OF 2) �/ G �\ (E) T -MOBILE DIPLEXER (2 PER SECTOR, 410, TOTAL OF 6)TO BE RECONFIGURED TO F ?, S Pl'' 2p0 � USE W/ THE TMBXX-6516-R2M ANTENNA &F 'ie,(x GPS 4 N At //_:lc>2p15:57sR2 /♦ M (E) T -MOBILE TMA TO REMAIN /• `` (2 PER SECTOR, TOTAL OF 6) iSCOPE � ' / �`,75.5 1., g ���PP� ' q y2hy,�s TN GPS 720 W MN Nittl B4 C1 EXISTING ANDREW TMBXX-6516-R2M QUAD 59.0" x 11.9" x 6.3" 34.6 GAMMA C2 EXISTING COMMSCOPE SBNHH-1D65C HEX 96.0" x 11.9" x 7.1" 49.6 C3 *TOWER - FINAL EQUIPMENT INVENTORY QTY. T HN Y EC OLOG MNFR. MODEL DIMENSIONS x w x D) WLIGHT (Les> , 4(L ``O WAS :CA `1Of ��NREMOVE by '4�C. y j, Q r , +P 513 �� STE `0 (E) (3)RRUNOKIAFXFB 19.3" x 22.0" x 5.2"(55.0)�(fo51�yA0e�TSev (E) TO REMAIN (3) ANTENNA ANDREW TMBXX-6516-R2M 59.0" x 11.9" x 6.3" 34.6 (E) TO REMAIN (3) ANTENNA COMMSCOPE SBNHH-1D65C 96.0" x 11.9" x 7.1" 49.6 E -0 (E) TO REMAIN (6) TMA COMMSCOPE TMA STYLE 4 10.0" x 8.6" x 2.3" 11.2 (E) TO REMAIN (3) RRU NOKIA FRLB 15.75" x 15.75" x 5.9" 59.5 I5/08/2I t4NpLG 2 EXISTING ANTENNA PLAN SCALE: NTS („x,7) (E)TOREMAIN (3) RRU NOKIA FRIG 23.8"x17.2"x7.5" 59.9 SCALE: NTS (22X34) (E) TO REMAIN (3) COVP RAYCAP CR100-1076R06 20.2" x 19.0" x 7.0" 15.0 `� m m x co g I -a all V " m0 o p i = m CO MI (E) T -MOBILE PANEL ANTENNA TO REMAIN (2 PER SECTOR, TOTAL OF 6) (E) T -MOBILE FRLB TO REMAIN (1 PER SECTOR, TOTAL OF 3) o (N) T -MOBILE FHFB (RRU) (1 PER SECTOR, TOTAL OF 3) MOUNT TO (E) PIPE MOUNT BELOW (E) FRLB, TYP ALL SECTORS = RECEIVED I CP PROJECT NO.: TMO-16-0049-125 I (E) TO REMAIN (RECONFIGURE) (6) DIPLEXER COMMSCOPE ECC1920-VPUB 7.6" x 7.3" x 2.6" 7.9 PRELIMINARY ADD (N) (3) RRU NOKIA FHFB 23.0" x 12.6" x 7.8" 51.0 NO. DATE D/C DESCRIPTION 03-21-17 JK/MS 90% CD REVIEW ADD (N) (6) DIPLEXER COMMSCOPE ECC1920-VPUB 7.6" x 7.3" x 2.6" 7.9 1 04-18-17 fir1S/MS CLIENT COMMENT SUBMITTAL *GROUND - FINAL EQUIPMENT INVENTORY NO. DATE D/C DESCRIPTION 0 05-05-17 MS/MS BP SUBMITTAL SCOPE QTY. TECHNOLOGY MNFR. MODEL DIMENSIONS (L X W X D) WEIGHT (LBS) PI rw TUKWIL.A REMOVE (E) (1) BASEBAND NOKIA FSME TBD (TBD) SITE NAME' �� CITY OF + c.�ai r.=ai `�,y NGBROOK/ROSE IsrrEID: (E)TOREMAIN (1) BASEBAND NOKIA ESMB TBD (TBD) o REVIEwEc4ORsP JUN 05' "�bDE (E) TO REMAIN (3) COVP RAYCAP CR100-1076R06 20.2" x 19.0" x 7.0" 15.0 COMPLIANCE (E) TO REMAIN (3) RRU NOKIA FRIA 19.3" x 22.0" x 5.2" 55.0 V ED S O4017D i 017 S ADDRESS: (E) T -MOBILE FRIG TO REMAIN PE IT CENTER (1 PER SECTOR, TOTAL OF 3) (E) T -MOBILE COVP TO REMAIN (1 PER SECTOR, TOTAL OF 2) ' G �'TU 65111,4. (E) T -MOBILE DIPLEXER (2 PER �/� 2A� �\ SECTOR, TOTAL OF 6) TO BE , F ,,,k,(0°- RECONFIGURED TO USE W/ THE ��f /.4,9 6� P --- et-- , `�` TMBXX-6516-R2M ANTENNA ' /�1 . 411111/4, �pPRO JUN 2 8 City City of Tukwl - ILDING DIVISION (E) TO REMAIN (1) BASEBAND NOKIA FSME TBD TBD (E) TO REMAIN (2) BASEBAND NOKIA FBBC TBD TBD 1224 DOVER PARK E LA, WA 98188 ADD (N) (2) BASEBAND NOKIA FSMF TBD TBD ADD (E) REPURPOSE (1) RRU NOKIA FXFB 19.3" x 22.0" x 5.2" 55.0 �a HEEr TRLE "THE 'OR AND "GROUND" REFERENCES REFER TO NOMENCLATURE REFLECTED IN THE PLUMBING DIAGRAM ON THE RF1.0 SHEET AND DO NOT NECESSARILY REFER TO ACTUAL LOCATION OF EQUIPMENT. (N) T -MOBILE DIPLEXER (2 PER ��� �SECTOR, TOTAL OF 6) MOUNT O (E) PIPE MOUNT 4tt TN Y y�CY (E) T -MOBILE TMA TO REMAIN `I F W 15.5° NDETAILS MN A TENNA & PLANS SHEET NO. 0*1-i 2A� (2 PER SECTOR, TOTAL OF 6) &F7.Seiyh, �PP� �� y�0 GPS 7,'06.5C E A4.0 ANTENNA AND ANCILLARY EQUIPMENT SCALE: NTS (11X17) 3 FINAL ANTENNA PLAN SCALE: NTS (11X17) SCALE: NTS (22X34) SCALE: NTS (22X34) TOP `.. i o il. Jl o o e' y\I TT 1 ! obit e ¢ TOP 0 0 8CENTERLINE SOLUTIONS WIDTH DEPTH x i, I WIDTH EPT 0 �� �m ---- MEM M- �� 9>• — HEIGHT a m _ _ S FRONT =' n= NM -, : SIDE FRONT �1 HEIGHT SIDE -M -- SIM ERE M- —� —on ME MII MII m— Nsmm— -- m— m— ii -- - Im um is u— �m \ O O OO 1 00 0 ECC1920-VPUB (DIPLEXER) 7.6"$$it Jam... NSN FHFB 1900 MHz RF MODULE (REMOTE RADIO UNIT) HEIGHT: VVIDTH: 7.3" Opt r C` 9 �O' WASyl ' p , : �`: Ap �� h .. 4� • % o 4 HEIGHT: 23.0" WIDTH: 12.6" DEPTH 2.6" WEIGHT: 7.9 LBS DEPTH 7.8" WEIGHT: 51.0 LBS '466113 SCALE: NTS (11X17) SCALE: NTS (11X17) SCALE: NTS (11X17)4 (5/08/2 'loNA.st' 1 FHFB (RRU) DETAIL SCALE: NTS (22X34) 2 DIPLEXER DETAIL - SCALE: NTS (22X34) 3 NOT USED SCALE: NTS (22X34) REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION RECEI�Ef CITYPARK OF TUKWILA JUN 0 5 2017 PERMIT CENTER • 1 PROJECT NO.: TMO-16-0049-125 I ,CP PRELUMNARY NO. DATE D/C DESCRIPTION 0 03-21-17 JK/MS 90% CD REVIEW 1 04-18-17 MS/MS CLIENT COMMENT SUBMITTAL NO. ATE D/C DESCRIPTION Ob 05-17 MS/MS BP SUBMITTAL SITE NAME: KLEIN/SPRINGBROOK/ROSE SITE ID: SE04017D SITE ADDRESS: E 1224ANDOVEA98188 R TUKWILA, WA 98188 SHEET TITLE ANTENNA AND EQUIPMENT DETAILS SHEET NO. A5•0 SCALE: NTS (11X17) SCALE: NTS (11X17) SCALE: NTS (11X17) • SCALE: NTS (11X17) 4 NOT USED SCALE: NTS (22X34) 5 NOT USED SCALE: NTS (22X34) 6 NOT USED SCALE: NTS {22X34)— 7 NOT USED SCALE: NTS (22X34) U -BOLT MOUNT LOCATION (TYP. OF 2) FPKAIJ-BOLT MOUNT (TYP. OF 2) ■ ■ ■ II l -LOCATION O Dile ■ NOTES: (E) MIN. L3x3x1 /4 STEEL ANTENNA MAST SUPPORT ANGLE W/ 1/2" DIA. BOLTS TO FRP BEAM EA. END, TYP. TOP & BOTTOM (E) APPROX. 6-6" SQUARE X 6-6" TALL - NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL TOWER / ANTENNA / MOUNT ANALYSIS REPORT (SIGNED AND SEALED) TO BE PROVIDED UNDER SEPARATE COVER. CONTRACTOR PRIOR TO CONSTRUCTION SHALL REVIEW THE APPROVED TOWER / ANTENNA / MOUNT ANALYSIS REPORT SUPPLIED BY T -MOBILE AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS INDICATED IN CERTIFIED STRUCTURAL REPORT PRIOR TO ON STRUCTURE. *CENTERLINE 1 �'j.WV OINSTALLATION 00. rlibi7i==:7 0SOLUTIONS O FRP ENCLOSURE W/ 4x4x41/4 FRP TUBE VERTS AT CORNERS AND HORIZONTAL BEAMS AT TOP, ALL SIDES (E) MOUNTING PIPE o o oo• ') 1 t (N) FPKA MOUNTING 0 o0. _® 111116°C—Th BRACKET (TYP. OF 2) imm WAINMa 1 arum 1 4.PLINTH (N) FMFA MOUNTING FLOOR MOUNT LOCATION (TYP. OF 6) SIDE FRONT Ii i illFPKA i• (N) FHFB (RRU) MOUNTING BRACKET &AA T T -MOBILE FRIG (RRU)TO REMAIN (E)• (1 PER SECTOR, TOTAL OF 3) PANEL ANTENNA TO REMAIN III® M6X120MM BOLT (TYP. OF 2) ® -III,2' ' 1 �, `\\® " , u..13 .� M10X120X150MM BOLT (TYP. OF 2) FMFA FIXING POINTS h. i w 4'Qv WAs*740' N y�•�'i ��' / ` ' O (E) -MOBILE (N) TOTAL (E) T -MOBILE (2 PER SECTOR, TOTAL OF 6) (E) T -MOBILE FRLB TO REMAIN (1 PER SECTOR, TOTAL OF 3) (E) T -MOBILE TMA TO REMAIN (2 PER SECTOR, TOTAL OF 6) T -MOBILE DIPLEXER (2 PER SECTOR, OF 6) MOUNT TO (E) UNISTRUT (E) T -MOBILE CORP TO REMAIN (1 PER SECTOR, TOTAL OF 3) DIPLEXER (2 PER SECTOR, TOTAL ---' _ P7- _ ] -.1/0/ (rj/08/2 (! : .)-414i$I�s� ys /ONALSAG 1 CP PROJECT NO.: TMO-16-0049-125 PRELIMINARY NO. DATE D/C DESCRIPTION SCALE: NTS (11X17) 0 03-21-17 JK/MS 90%CDREVIEW 2 FHFB EQUIPMENT MOUNTING DETAIL SCALE: NTS (22X34) 1 04-18-17 MS/MS CLIENT COMMENT, OF 6) TO (N) T -MOBILE TOTAL BE RECONFIGURED TO USE W/ THE TMBXX-6516-R2M ANTENNA FHFB (RRU) (1 PER SECTOR, OF 3) MOUNT TO (E) PIPE MOUNT �- • ii SUBMITTAL NO. DATE D/C DESCRIPTION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila N 0 05-05-17 MS/MS BP SUBMITTAL SITE NAME: KLEIN/SPRINGBROOK/ROSE SITE ID: - p SE04017D SITE ADDRESS: 00 •BUILL °° ,Iipi 1224 ANDOVER PARK E �KWI �•WA98188 CITY OF TUKWILA JUN 0 5 2017 PERMIT CENTER SHEET TITLE (E) MIN. 2" STD. STEEL PIPE MAST - W/ 1/2" DIA. U -BOLT TO EA. MAST o o CONSTRUCTION DETAILS SUPPORT ANGLE, TYP. OF (2) 0 •s.4 ' SHEET NO. A6.0 SCALE: NTS (11X17) SCALE: NTS (11X17) 3 NOT USED SCALE: NTS (22X34} '_ 1 ANTENNA MOUNTING DETAIL SCALE: NTS (22X34) (E) OR (N) T -MOBILE ANTENNA GROUND BAR (3 TOTAL, 1 PER SECTOR) (E) OR (N) T -MOBILE RRU CONNECTED TO (E) OR (N) ANTENNA GROUND BAR PER MANUFACTURERS SPECIFICATIONS (QUANTITY VARIES PER PLAN) (E) OR (N) T -MOBILE ANTENNA MOUNTING PIPE CONNECTED TO (E) ANTENNA GROUND BAR PER MANUFACTURERS SPECIFICATIONS (QUANTITY VARIES PER PLAN) CONNECTION FROM (E) T -MOBILE MASTER GROUND BAR TO (E) T -MOBILE TOWER BOTTOM GROUND BAR AT BASE OF TOWER OUTLINE OF (E) OR (N)ANTENNA SUPPORT (VARIES PER PLAN) GROUNDING LEGEND ® GROUND TEST WELL • GROUND ROD A MECHANICAL CONNECTION (DOUBLE HOLE LUG) • CAD WELD CONNECTION • CONNECT PER MANUFACTURER SPECIFICATIONS GROUND BAR L EARTH GROUND NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUNDING CONNECTORS 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 MANUFACTURERS RECOMMENDATIONS. USE PENETROX ANTIOXIDANT GREASE (OR APPROVED EQUAL). 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 AT LEAST 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-WrS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GOURND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. NOTE: ERICO EXOTHERMIC "MOLD TYPES" SHOWN HERE ARE EXAMPLES, CONSULT WITH PROJECT MANAGER FOR SPECIFIC MOLDS TO BE USED FOR THIS PROJECT. TYPE HS TYPICAL CADWELD GROUNDING CONNECTIONS TYPE GT TYPE W TYPE 2-YA-2 TYPE VB TYPE NC TYPE YA-2 TYPE SS TYPE VN TYPE XA TYPE PT TYPE GY r. TYPE TYPE GR CADWELD GROUNDING SCALE: NTS SCALE: NTS #6 AWG FROM ANTENNA CABLE GROUND KIT COPPER GROUND BAR ON CABLE BRIDGE, FLOOR OR ON ANTENNA TOWER i 0n 0000 NOTES: RECEIVED CITY OF TUKWILA 0 5 2011 T CENTER EXOTHERMIC WELD T'!. WITH #2 AWG BCW T B R. SERVICE GROUND OR G OUND RoPP 20 VIE '11 D FOR E - • PLIANCE •VED N 2 8 2017 GROUNDING SHA ELIMINATED WHEN GR BAR IS ELECTRIC BONDED TO METAL TO BE ND LY ER City of Tukwila BUILDING DIVISION 1. ANTENNA GROUNDING BARS NOT 1'O USE INSULATORS. 2. GROUND BARS AT BOTTOM OF TOWERS SHALL ONLY USE EXOTHERMIC WELDS. 3. GENERAL CONTRACTOR IS TO FURNISH AND INSTALL 2X6 HOLE GROUND BAR IN THE GBF OF THE RBS AND TIE-IN TO EXISTING GROUND RING. ELECTRICAL GROUNDING PLAN SCALE: NTS SCALE: NTS MASTER GROUND BAR SCALE: NTS SCALE: NTS T • •1'Obie •_ *CENTERLINE SOLUTIONS X40 4.1 1 W �pf h� O WAS4 0 c�cp rya Z 5/08/2 ZONAL 1 CP PROJECT NO.: TMO-16-0049-125 I PRELIMINARY NO. DATE D/C DESCRIPTION 0 03-21-17 JK/MS 90% CD REVIEW 1 04-18-17 MS/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 05-05-17 MS/MS BP SUBMITTAL SITE NAME: KLEIN/SPRINGBROOK/ROSE SITE ID: SE0401 7D SITE ADDRESS: 1224 ANDOVER PARK E TUKWILA, WA 98188 SHEET TITLE GROUNDING DETAILS SHEET NO. E1.0 RFDS V. 2.1 L1900 CAPACITY ADD Amann; °id c-L)ru-r ar9q= care sector ALM •w r s ... 4 0v wnsly 4, 13� O.c FGISTE¢- lONALvko NOTES: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: • ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WATERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 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 & TMAS. 7. ALL ANTENNAS & COAXIAL ANTENNA CABLE TO BE FURNISHED BY T -MOBILE AND INSTALLED BY CONTRACTOR. 8. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 - AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 9. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE. VERIFY NUMBER OF ANTENNAS, CABLE, AND CABLE DIAMETER WITH T -MOBILE CONSTRUCTION MANAGER. REVIEWED FOR QDE COLVADLIMCE JUN 2 8 2011 Cats; of Tulavela BUILD:NG D:VISION a1LSl�lSO�I-,L-�J ©[7©11.E CQ LL YR 0 5 nil RF DETAILS - ANTENNA & ANCILLARY EQUIPMENT PLUMBING DIAGRAM ° obie ° *CENTERLINE SOLUTIONS SHEET TITLE RF DETAILS SHEET NO. RF1.0 5/08/2 4 0v wnsly 4, 13� O.c FGISTE¢- lONALvko CP PROJECT NO.: TMO-16-0049-125 I PRELIMINARY NO, DATE D/C DESCRIPTION 0 03-21-17 JK/MS 90% CD REVIEW 1 04-18-17 MS/MS CLIENT COMMENT SUBMITTAL NO. DATE D/C DESCRIPTION 0 05-05-17 MS/MS BP SUBMITTAL SITE NAME: KLEIN/SPRI NG BROOK/ROS E SITE ID: SE04017D SITE ADDRESS: 1224 ANDOVER PARK E TUKWILA, WA 98188 SHEET TITLE RF DETAILS SHEET NO. RF1.0 1. UECTCR E fl G I fl E E R S P Project Number: U1194-197-171 a May 4, 2017 Centerline Solutions 3320 South Bay Road NE Olympia, WA 98506 ATTENTION: REFERENCE: Dear Bryan, Bryan Underhill SE04017D Klein Springbrook/Rose L1900 1224 Andover Park E, Tukwila, WA 98188 Structural Review of Proposed Equipment Modifications REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2011 City of Tukwila BUILDING DIVISION Per your request, we have reviewed the construction drawings prepared by your office for the proposed removal of (3) existing FXFBs (RRUs), the reconfiguration of (6) existing diplexers, and the addition of (3) new FHFBs (RRUs) and (6) new diplexers. The proposed equipment is to be installed within existing RF -friendly enclosures on the roof of an existing building. We have also reviewed previous structural drawings and calculations for the design of the RF -friendly enclosures prepared by Cornerstone Engineering, Inc. (CEI Job Number 12-06060, Dated November 1, 2012) and site -walk photographs provided by your office. Please be advised as follows: Based upon our calculations and review of the documents noted above, we conclude that the existing equipment mounts, enclosures, and attachments, as shown on the construction drawings, are adequate to support the loads associated with the proposed existing and added equipment. In addition, the lateral and gravity loads associated with the proposed equipment are minor when compared to the loading associated with the overall structure and will not significantly affect the existing building. The recommendations above are provided based upon calculations prepared by our office and information the client provided. The analysis and conclusions described above are limited to the members included in this report only and are based on the assumption that the structure was properly designed and constructed, and has been properly maintained. Vector Structural Engineering makes no claim as to the correctness of the original design or the current condition of the structure, which is assumed to be in good condition, free of damage or deterioration. The contractor shall verify the suitability of the existing mounts and the condition of the existing structure and shall notify Vector immediately should any damage, deterioration or discrepancies between the as -built condition of the existing structure and the assumed condition described in this report and on the construction drawings be found. We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Very truly yours, VECTOR STRUCTURAL ENGINEERING, LLC Wells L. Holmes, S.E. Project Engineer WLH/lrg Enclosures brki-owq RECEIVED CITY OF TUKWILA JUN 0 5 2017 PERMIT CENTER 651 W. Galena Park Blvd., Suite 101 / Draper, UT 84020 / (801) 990-1775 / www.vectorse.com keVECTOR n O I rt E E R 8 PROJECT: SE04017D KLEIN SPRINGBROOK ROSE L1900 JOB NO.: U1194-197-171 Page 2 of 9 Design Criteria: Code: Structural design is based on the International Building Code, 2015 Edition Wind: Basic wind speed = 110 mph (3 -second gust) per the ASCE 7-10 standard Risk category: II Wind exposure: B Seismic: Seismic loads are based on the International Building Code, 2015 Edition Seismic importance factor, I = 1 Risk category: II Mapped spectral response accelerations: Ss = 1.431g S1 = 0.533g Site class: D Spectral response coefficients: Sos = 0.954g Sol = 0.533g Seismic design category: D Basic seismic -force -resisting -system: Cantilever Element: Braced below its center of mass General Notes: 1 The contractor shall verify dimensions, conditions and elevations before starting work. The engineer shall be notified immediately if any discrepancies are found. 2 The typical notes and details shall apply in all cases unless specifically detailed elsewhere. Where no detail is shown, the construction shall be as shown for other similar work and as required by the building code. 3 These calculations are limited to the structural members shown in these calculations only. 4 The contractor shall be responsible for compliance with local construction safety orders. Approval of shop drawings by the architect or structural engineer shall not be construed as accepting this responsibility. 5 All structural framing members shall be adequately shored and braced during erection and until full lateral and vertical support is provided by adjoining members. Structural Steel: 1 All structural steel code checks based on the AISC, 14th Edition per the ASCE 7 standard 2 All steel pipe to be per ASTM A53 GR. B (35 KSI), U.N.O. 3 All other structural steel shapes & plates shall be per ASTM A36, U.N.O. 4 All bolts for steel -to -steel connections shall be per ASTM F3125 GR. A325 U.N.O. 5 All bolted connections shall be tightened per the "tum -of -nut" method as defined by AISC. 6 All welding shall be performed by certified welders in accordance with the latest edition of the American Welding Society (AWS) D1.1 7 All steel surfaces shall be galvanized in accordance with ASTM A123 and ASTM F2329 standards, thoroughly coated with a zinc -rich primer, or otherwise protected as noted on the structural drawings. Page 3of9 >VECTOF JOB NO.: U1194-197-171 PROJECT: SE04017D KLEIN SPRINGBROOK ROSE L1900 SUBJECT: LOADS Label: Loads: Dead Load D: FRP Enclosure FRP: Component: Weight - FRP Panel 2.50 psf Area = 221 ft^2 Total = 553 Ib L3x3x1/4 FRP Angle: 1.18 plf Length = 28 ft Total = 33 Ib 4x4x1/4 FRP Tube: 3.08 plf Length = 69 ft Total = 211 Ib C4x1-3/8x3/16 FRP Channel: 0.94 plf Length = 136 ft Total = 128 Ib W6x15 15.00 plf Length = 26 ft Total = 390 Ib W6x9 9.00 plf Length = 32 ft Total = 288 Ib Antennas & Equipment 436.00 ib Number = 1 Total = 436 Ib Misc (10%): 203.82 ib Number = 1 Total = 204 Ib We = 2242 Ib Wind Load. W; p= Height, h: Max. Horiz. Dim.: Min. Horiz. Dim.: Seismic Load. E; Occupancy Category: Seismic Design Category: Ip = Site Class: Rp= SI = S,= ap = z= h= z/h = C 23.4 psf (0.6 Wind from wind cafes) 8.5 ft 6.5 ft 6.5 ft Consider Seismic: it D 1.00 D 2.5 1.431 0.533 2.5 1.0 1.0 1.0 1.145 Viong: Yes Fe = F„ = SMS = SMI = Sos = SDI = 0.7' Fp,,nin ft 0.7' Fp.muc ft 0.7 * Foram 0.7 * Fp,iong = 0.7 * Fe = 1293 ib 1293 Ib 1.0 1.5 1.431 0.800 0.954 0.533 449 2396 1797 1797 299 Ib Ib Ib Controls Ib Controls Ib NOTE: When the W6 platform beams are excluded, the seismic lateral force to reduces to 1199 Ib, thus wind controls lateral design of the enclosure. When the W6 platforms are included, they lower the elevation of the center of mass, resulting a lower overturning moment for seismic forces than for wind forces, thus wind controls design of the enclosure's anchorage: Wind Overturning [Ib-ftj: Seismic Overtuming [Ib -ft]: 5497 5395 =1293lbs x(8.5ft) /2 = 1199lbs x(8.5ft)/2+(17971bs- 11991bs)"0.5ft Overtuming for wind remains unchanged with the proposed equipment modifications, thus the enclosure, W6 platforms, enclosure anchorage, and existing structure do not see an increase in loading with the proposed equipment modifications. E 01 O I m E E R 8 JOB NO.: U1194-197-171 PROJECT: SE04017D Klein Springbrook Rose L1900 SUBJECT: ANTENNA MOUNT LOADS Page 4 of 9 Label: FRP Enclosure On a: Building Wind per: ASCE 7-10 at 35.8 ft AGL Load Combinations: ASCE 7-10 5 Point Loads 4> 6 �. ` ` d4�j/ Unit Weight (lbs) 34.6 49.6 59.5 59.9 15 7.9 11.2 51 Quantity O 1 1 1 1 1 4 2 1 Seismic Force per Unit: Unfactored: Lateral (lbs) Vertical (lbs) Factored (0.7E): Lateral (lbs) Vertical (lbs) 39.6 56.8 68.1 68.6 17.2 6.6 9.5 11.4 11.4 2.9 27.7 39.7 47.7 48.0 12.0 4.6 6.6 7.9 8.0 2.0 9.0 1.5 6.3 1.1 12.8 2.1 9.0 1.5 58.4 9.7 40.9 6.8 Existing Line Loads _ ecc� �e�`�aP Shape 2" Std. L3x3x1/4 Pipe Steel Length (ft) 6 7 Quantity 2 2 Orientation (Axis) Weight (plf) 3.653 4.900 Total Weight (lbs) 44 69 Seismic Force: Unfactored: Lateral (plf) Vertical (plf) Factored (0.7E): Lateral (plf) Vertical (plf) 8.4 11.2 1.4 1.9 5.9 7.9 1.0 1.3 (ANTENNA MOUNT LOADS CONTD) Dead Load, D: Total Weight of Components: Wp = Seismic Load. E; Occupancy Category: Seismic Design Category: Ip = Site Class: Ss = SI 436 Consider Seismic: 11 D 1.00 D 1.431 0.533 Unfactored Seismic Force: Fp, _ Foon9 = Fp.vert = Fe= Fv = SIAS _ SM1 = SDS = Sol = Ib Yes 1.0 1.5 1.431 0.800 0.954 0.533 499 499 83 R ap = z (ft)= h (ft) z/h = 2.5 2.5 1.0 1.0 1.0 Ib Factored: 0.7 * Fp,x = Ib 0.7 * Fp2 = Ib 0.7 ' FpY = Fp,min /W_' Fp.max IW= Fp. lateral I_ Fp, vertical AN= ib Ib Ib 349 349 58 0.286 1.526 1.145 0.191 E rl O I rl E E R 8 PROJECT: SE040170 KLEIN SPRINGBROOK ROSE L1900 DESIGN WIND LOADS ON OTHER STRUCTURES Label: FRP Enclosure WIND ANALYSIS: Full Wind Pressure, 1.0W [psfi: Design Wind Pressure, 0.6W (psf]: Design Diagonal Pressure, 0.6W [psf]: Design Uplift Pressure (if applicable), 0.6W (psf]: Design Wind Pressure: Velocity Pressure, qz (psf]: Initial GCf: Area Ratio: Final GCf: Design Uplift Pressure: Velocity Pressure, qz (psf]: Initial GCI: Area Ratio: Final GCf: 39.0 23.4 23.4 18.5 20.5 1.9 0.01 1.9 JOB NO.: U1194-197-171 SUBJECT: Design Wind Loads on Other Structures ASCE 7-10 References: (Section 29.5.1) (Section 2.4.1) (Section 2.4.1) (Section 29.5.1) (Equation 29.3-1) (Section 29.5.1) (Section 29.5.1) (Section 29.5.1) (Equation 29.5-3) 20.5 (Equation 29.3-1) 1.5 0.0 1.5 Velocity Pressure, q= = 0.00256K=KrKdV2 Velocity Pressure Exposure Coefficient, Kz: 0.74 (Table 29.3-1) Topographic Factor, Kzt: 1.0 (Section 26.8.2) Wind Directionality Factor, Kd: 0.90 (Table 26.6-1) Velocity Pressure Exposure Coefficient, KZ = 2.01(z/zgr°) (Table 29.3-1) Nominal Height of Atm. Boundary Layer, zg [ft]: 1200 (Table 26.9.1) 3 -sec Gust -Speed Power Law Exponent, a: 7.0 (Table 26.9.1) Page 5 of 9 VECTOR STRUCTURAL ENGINEERS 9138 S. STATE ST. SUITE 101 SANDY, UT 84070 PH: 801.990.1775 FAX: 801.990.1776 www.vectorse.com Steel Beam Lic. # : KW -06004714 Description : Antenna Pipe CODE REFERENCES Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis MethoAllowable Strength Design Beam Bracing Completely Unbraced Bending Axis : Major Axis Bending Page6of9 Project Title: SE04017D Klein/Springbrook/Rose L1 Engineer: Project ID: Project Descr: Printed: 4 MAY 2017, 4:51 PM E04017D Klein Springbrook Rose L1900 - MA (antennas inside FRP endosure)1ENG\klein.ecE ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver6.17.3.17 Licensee : VECTOR STRUCTURAL ENGINEERS E(0 088) Fy : Steel Yield 35.0 ksi E: Modulus : 29,000.0 ksi 8(0.788) Applied Loads Span * 8.011 Pipe2STD Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT intemally calculated and added Load(s) for Span Number 1 Point Load : E = 0.0880 k @ 3.0 ft Point Load : E = 0.0880 k @ 5.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = 0.148 : 1 Section used for this span Pipe2STD Ma : Applied 0.185 k -ft Mn / Omega : Allowable 1.245 k -ft Load Combination E Only * 0.70 Location of maximum on span 3.017ft Span # where maximum occurs Span # 1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections Load Combination Span Max. =" Defl Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.164 in Ratio = 0.000 in Ratio 0.115 in Ratio = 0.000 in Ratio = 586 >=360 0 <360 837 >=180 0 <180 Design OK 0.010 : 1 Pipe2STD 0.06160 k 6.413 k E Only * 0.70 5.006 ft Span # 1 Location in Span Load Combination Max. "+" Defl Location in Span E Only Vertical Reactions Load Combination 1 0.1638 4.023 Support 1 Support 2 Support notation : Far left is #' 0.0000 Values in KIPS 0.000 Overall MAXimum 0.088 0.088 Overall MlNimum 0.046 0.046 EOnly *0.70 E Only * 0.5250 E Only 0.062 0.046 0.088 0.062 0.046 0.088 VECTOR STRUCTURAL ENGINEERS 9138 S. STATE ST. SUITE 101 SANDY, UT 84070 PH: 801.990.1775 FAX: 801.990.1776 www.vectorse.com Steel Beam Lic. # : KW -06004714 Description : Antenna Angle CODE REFERENCES Calculations per AISC 360-10, IBC 2015, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties Analysis Methodlllowable Strength Design Beam Bracing Completely Unbraced Bending Axis : Major Axis Bending pace 7of9 Project Title: SE04017D Klein/Springbrook/Rose L19001 Engineer: Project ID: Project Descr: Printed: 4 MAY 2017, 4:52PM :04017D Klein Springbrook Rose L1900 - MA (antennas inside FRP enclosure)1ENGUdein.ecE ENERCALC, INC. 1983-2017, Build:6.17.3.17, Ver:6.17.3.17 Licensee : VECTOR STRUCTURAL ENGINEERS Fy : Steel Yield 36.0 ksi E: Modulus : 29,000.0 ksi 0(0.109) E(0.088) 0(0.109) E(0.088) I1 f Applied Loads Beam self weight NOT intemally calculated Load(s) for Span Number 1 Point Load : D = 0.1090, E = 0.0880 k Point Load : D = 0.1090, E = 0.0880 k DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Ma : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections Load Combination Span Span =8.0ft L3x3x1/4 Service loads entered. Load Factors will be applied for calculations. and added @ 3.0 ft @ 5.0 ft 0.452: 1 L3x3x1/4 0.512 k -ft 1.132 k -ft +D+0.70E 3.017 ft Span # 1 Max. =" Defl Maximum Shear Stress Ratio = Section used for this span Va : Applied Vn/Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.083 in Ratio = 0.000 in Ratio = 0.162 in Ratio =- 0.000 0.000 in Ratio = 1,149 >=360 0 <360 593 >=180 0 <180 Design OK 0.018 : 1 L3x3x1/4 0.1706 k 9.701 k +D+0.70E 0.000 ft Span # 1 Location in Span Load Combination Max. "+" Defl Location in Span +D+0.70E 1 Vertical Reactions Load Combination 0.1619 4.023 Support 1 Support 2 0.171 Overall MAXimum Overall MINimum D Only +D+0.70E +D+0.5250E +0.600 +0.60D+0.70E E Only Support notation : Far left is #' 0.0000 Values in KIPS 0.000 0.065 0.109 0.171 0.155 0.065 0.127 0.088 0.171 0.065 0.109 0.171 0.155 0.065 0.127 0.088 Search Results for Map Page 8 of 9 L\1 Applied. echnolog Council Irl//NDSP= -=D BYLOCA T/ON ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date: Tue May 02 2017 Latitude: 47.4431 Longitude: -122.2504 ASCE 7-10 Windspeeds (3 -sec peak gust in mph*): Risk Category I: 100 Risk Category II: 110 Risk Category III-IV: 115 MRP* 10 -Year 72 MRP* 25 -Year. 79 MRI** 50 -Year. 85 MRI** 100 -Year. 91 ASCE 7-05 Windspeed: 85 (3 -sec peak gust in mph) ASCE 7-93 Windspeed: 70 (fastest mile in mph) *Miles per hour **Mean Recurrence interval Users should consult with local building officials to detemrine if there are community -specific wind speed requirements that govern. n — Print your results • Tukwila Starfire Sports • Seattle -Tacoma 5. International Airport andy �1c ' Q Googlees sea lac Orilla 1 Renton Cascades East li-Meridar Map duiP6Y Oklieeoghe WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed Toad report http://windspeed.atcou ncil.org/i ndex.php?option=com_content&view= article&id =... 5/2/2017 Design Maps Summary Report ..-92USGSDesign Maps Summary Report User -Specified Input Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4431°N, 122.2504°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/11/111 OINTC ti R€NTOIM IS E[V�iF't ,tT^- ` V .•.r► E . J ,, Burien Vash oll _ 'S€ATZf I TACO:01N L i Al'PORT — Des.,Molnes, ' 1 r lv USGS-Provided Output 1411141 ft. OR 41.\` liefkton S5 = 1.431 g Sl = 0.533 g SM5 = 1.431 g SMl = 0.800 g ;Kent AiiBURN Sos = 0.954 g Sol = 0.533 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. MCEE Response Spectrum u4a 113 ]a 21 Pernod. T (see) ca I ID For PGAM, TL, Cps, and Ca, values, please view the detailed report. rn 0 Desvi Response Spectrum Per,od. T (sec) Page 9 of 9 https://earthquake.usgs.gov/cn2/designmaps/us/summary.php?template=minimal... 5/2/2017 9'ERMIT COORD COPY a PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0149 DATE: 06/05/17 PROJECT NAME: T -MOBILE SITE ADDRESS: 1224 ANDOVER PARK E X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Phi AwG(a\149, Building Division - '817 Public W r s Fire Prevention Structural 11111'1[1.9 Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable E (no approval/review required) DATE: 06/06/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/04/17 Approved Corrections Required ❑ Approved with Conditions CDenied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 Bluestream Prof Srvcs LLC Home Espanol Contact' Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries Search L&I Page 1 of 2 A -Z Index help My L&I Workplace Rights Trades & Licensing Bluestream Prof Srvcs LLC Owner or tradesperson Principals Putrah, Travor, PARTNER/MEMBER Corporation Services Company, AGENT • Doing business as Bluestream Prof Srvcs LLC WA UBI No. 603 209 450 3305 Highway 60 W FARIBAULT, MN 55021 507-334-2268 Business type Limited Liability Company Governing persons KATHLEEN G PUTRAH TREVOR PUTRAH; MEGAN VONRUDEN; RICHARD PUTRAH; TIMOTHY PUTRAH; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor License specialties TELECOMMUNICATIONS License no, BLUESPS884M5 Effective — expiration 07/25/2012— 07/25/2014 Bond No current bond account. See the bond history. Bond history Insurance ......................... No current insurance account. See the insurance history. Insurance history Savings ................_..._. No savings accounts during the previous 6 year period. License Violations _....._........._............................_.... No license violations during the previous 6 year period. Expired. License holder did not renew. Suspend date 05/07/2014 Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 220,775-01 Doing business as Account is current. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603209450&LIC=BLUESPS884M5&SAW= 8/1/2017 Bluestream Prof Srvcs LLC BLUESTREAM PROFESSIONAL SERVIC Estimated workers reported Quarter 1 of Year 2017 "11 to 20 Workers" L&I account contact T2 / LINDA ALGUIRE (360)902-4678 - Email: POTH235@Ini.wa.gov C� Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ............................................................................................. No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 © Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603209450&LIC=BLUESPS884M5&SAW= 8/1/2017