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HomeMy WebLinkAboutPermit D15-0179 - T-MOBILE - ANTENNAST-MOBILE 1072151 ST AVE s EXPIRED D15-0179 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.Rov Parcel No: 5476800305 Address: 1072151ST AVE S Project Name: T-MOBILE DEVELOPMENT PERMIT Permit Number: D15-0179 Issue Date: 9/22/2015 Permit Expires On: 3/20/2016 Owner: Name: SEATTLE CITY OF SCL Address: PO BOX 34023 700 5TH AVE STE 3200- AP, SEATTLE, WA, 98124 Contact Person: Name: CHRISTINE CONTRERAS Phone: (206) 523-1941 Address: 918 S HORTON ST, SUITE 1002, SEATTLE, WA, 98134 Contractor: Name: MASTEC NETWORK SOLUTIONS INC Phone: (866) 545-1782 Address: 1825 PONCE DE LEON BLVD , CORAL GABLES, FL, License No: MASTENS863JS Expiration Date: 4/10/2016 Lender: Name: T-MOBILE Address: 12920 SE 38 ST, BELLEVUE, WA, 98006 DESCRIPTION OF WORK: T-MOBILE IS PROPOSING TO SWAP (3) EXISTING ANTENNAS FOR (3) NEW ANTENNAS ON AN EXISTING SEATTLE CITY LIGHT OWNED POLE. NO GROUND DISTURBANCE S PROPOSED Project Valuation: $15,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA FIRE SERVICE Fees Collected: $657.82 Occupancy per IBC: U Water District: TUKWILA Sewer District: NONE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-46B: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan neIization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Volumes: Cut: 0 Fill: 0 Number: 0 Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature: (�� Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permi gr the conditions attached to this permit. Signature: -� Date: Print Name:.--C# �n 1,,s% A,(,e l - /� n)\Jf 1 LAC 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. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" CITY OF TUKWILA • C� Community Development Department Public Works Department • Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.govv Building Permit No. ) Project No. Date Application Accepted: lA . Date Application Expires:`D use CONSTRUCTION PERIVIIT APPLICATION Applications and plans must be-complete-in-order-to_be_ accepted for plan review. Appliti£ions will not be accepted through the mail or by fax. ` "Please Print" 1 SITE LOCATION QW1 King Co Assessor's Tax No.: 5476800305 Site Address: st Ave South Suite Number: Floor: Tenant Name: T-Mobile New Tenant: ❑ .....Yes O..No PROPERTY OWNER Name: Seattle City Light Address: 3613 4th Ave S, S-9 City: Seattle State: WA Zip: 98134 CONTACT PERSON — person receiving all project communication Name: Christine Contreras, c/o T-Mobile Address: 918 S. Horton Street, Suite 1002 City: Seattle State: WA Zip: 98134 Phone: (206) 523-1941 Fax: (206) 260-7930 Email: contreras@rykaconsulting.com GENERAL CONTRACTOR INFORMATION Company Name: TBD - Out to bid Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: MApplicationsToms-Applications On Line\201 I Applications\Pennit Application Revised - 8-9-1 I.dom Revised: August 2011 m, ARCHITECT OF RECORD Company Name: B.J. Thomas, P.E. Architect Name: B.J. 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: PSM Consulting Engineers Engineer Name: Muaukumar S Vimawala Address: 2200 6th Ave Suite 601 City: Seattle State: WA Zip: 98121 Phone: (206) 622-4580 Fax: (206) 622-0422 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A A li, n) Z Address: )-21-n <'Em u-A City: , S t7 State: riA Zip: (� � Page I of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 15,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): T-Mobile is proposing to swap (3) existing antennas for (3) new antennas on en existing Seattle City Light owned pole. No ground disturbance is proposed. Will there be new rack storage? El ..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2nd Floor 3 Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): 0 Floor area of principal dwelling: 0 Floor area of accessory dwelling: 0 *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: 0 Compact: 0 Handicap: 0 Will there be a change in use? ❑....... Yes m....... No If "yes", explain: FIRE PROTECTIONIHAZARDOUS MATERIALS: ❑....... Sprinklers ❑....... Automatic Fire Alarm 0 .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? [I ....... Yes ❑ .......No If "yes , attach list of materials and storage locations on a separate 8-112 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Fonns-Applications On Line\2011 AppGwtionsTemut Application Revised- 8-9.11.docx Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑... Water District #125 ❑ .. Highline ❑ .. Renton ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ... Valley View ❑ .. Renton ❑ .. Seattle ❑ ...Sewer Use Certificate ❑ ... Sewer Availability Provided Septic System: ❑ On -site Septic System —For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which aiml ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ .. Geotechnical Report ❑ ...Traffic Impact Analysis ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) ❑ .. Maintenance Agreement(s) ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ ...Total Cut cubic yards ❑ ...Total Fill cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection _ Irrigation Domestic Water ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size.. WO # ❑ ...Water Only Meter Size............ WO # ❑ ...Sewer Main Extension.............Public ❑ Private ❑ ❑ ...Water Main Extension.............Public ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: city State zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State zip H:WpplicetionsTonns-Applications On Lin4A2011 ApplicationsTennit Application Revised- 8-9-11.docx Revised: August 2011 Page 3 of 4 bh PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Signature: Date: 06/26/2015 Print Name: Christine Contreras Day Telephone: (206) 523-1941 Mailing Address: 918 S. Horton Street, Suite 1002 H:Wpplieations\Fonns-Applications On Line\201 I ApplicationsTemut Application Revised- 8-9-11.docx Revised: August 2011 bh Seattle WA 98134 City State Zip Page 4 of 4 DESCRIPTIONS• PermitTRAK QUANTITY PAID $408.02 D15-0179 Address: 10721 51ST AVE S Apn: 5476800305 $408.02 DEVELOPMENT $388.80 PERMIT FEE R000.322.100.00.00 0.00 $384.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $19.22 TECHNOLOGY FEE TOTAL..$408.02 R000.322.900.04.00 0.00 $19.22 Date Paid: Tuesday, September 22, 2015 Paid By: T-MOBILE Pay Method: CHECK 3179237 Printed: Tuesday, September 22, 2015 10:28 AM 1 of 1 II [SYSTEMS Date Paid: Thursday, July 16, 2015 Paid By: T-MOBILE Pay Method: CHECK 3139443 Printed: Thursday, July 16, 2015 8:37 AM 1 of 1 SYSTEMS 0 �L ref STRUCTURAL LOAD ANALYSIS WOOD POLE T-Mobile on SCL Wood Pole T-Mobile Site: Beacon & Bangor/SCL, SE03556D 10405 51 st Avenue South Seattle, WA 98178 PSM Job # B 15002 '2 0 0 6 St4l�C� Is7 k' q� S I ;., I "V VASitiN " e N "' 1 2 S .'5, April 21, 2015 KtVFEVVED FOR CODE COMPLIANCE APPROVED AUG 1 3 2015 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 16 205 PERMIT CENTER *lz April 21, 2015 Subject: T-Mobile on SCL Wood Pole PSM Job #B 15002 T-Mobile Site: Beacon & Bangor/SCL, SE03556D 10405 51 st Avenue South Seattle, WA 98178 Reference codes: International Building Code 2012 National Electrical Safety Code 2012 TIA-222-G Structural Standard for Antenna Supporting Structures and Antennas Dear Mr. B. J. Thomas, As per the request, PSM Engineers has analyzed the structural capacity of an existing wood pole at the above location. This wood pole was previously analyzed under PSM job number C13044 in 2013. Analysis is performed for both medium wind loading and extreme wind loading conditions as indicated per NESC 2012, with a basic wind speed of 85 mph (3 second gust). Rule 250D (extreme ice loading with concurrent wind) will never govern design in Seattle area (and most of Washington). Rule 250D states that for this region, the required ice thickness and wind pressure are 0.25" and 2.3 psf respectively. Rule 250B, Medium loading, requires 0.25" of ice and 4 psf wind. Furthermore, the load factors applied to 250B loading are much greater than the factors applied to 250D loading, and the strength factors are less. Thus we can conclude that rule 250D will never control design of poles in this region. As shown in the attached sketch, all modifications, future, and existing conductors, conduits, and appurtenances are considered in the analysis. Among these are: Rad center at 41'-0" (Proposed & Existing T-Mobile - Ai in sketch) (3) Proposed Commscope SBNHH-1D65C antennas, (3) Proposed Commscope Twin Style 3C TMAs, (3) Proposed Commscope Twin Diplexers, (6) Existing Commscope Style 4 TMAs, (6) Existing Andrew Diplexers, mount Conduit Cable cover by LWS (existing) (1) 3" conduit to 31.F (existing) (1) 2" conduit to 8.5' (existing) _?, C. E.0Po��`...- � zL N The analysis assumes all existing conduits and appurtenances will be reattached to the pole at their current heights and locations. The existing AP430D9OT8F, 12.25"x12"-12"x 52'-0" laminated wood pole with 9'-6" embedment is found to be adequate to withstand the loads associated with the new proposed and existing items stated above. The pole is stressed to 92% its capacity. This analysis requires the following: 1) A minimum Douglas Fir rupture modulus of 6300 psi and elastic modulus of 2400 ksi 2) Soil Properties at pole embedment can be any of the following soil classifications: a) Good: Very dense, well graded sand and gravel, hard clay, dense, well graded, fine and coarse sand b) Average: Firm clay, firm sand and gravel, compact sandy loam c) Poor: Soft clay, poorly compacted sands (loose, coarse, or fine sand), wet clays and soft clayey silt This analysis is invalid if any additional items are attached to the pole. In such a case, a separate supplemental structural analysis will be necessary. Please feel free to call with any questions or comments. Sincerely, PSM Engineers Attachments: 1. Calculations for wood pole analysis 2. 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CID \ --48t, I* W-0 w City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 2/2/2016 CHRISTINE CONTRERAS 918 S HORTON ST, SUITE 1002 SEATTLE, WA 98134 RE: Permit No. D15-0179 T-MOBILE 10721 51 AVE S Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/20/2016. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/20/2016, your permit, will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, ',�i,� ,n, gel a � .� Rachel le ipley Permit Technician File No: D15-0179 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 0 Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D 15-0179 PROJECT NAME: T-MOBILE SITE ADDRESS: 1072151 AVE S X Original Plan Submittal Response to Correction Letter # DEPARTMENTS: 4uildmg Division ��k �b I jjA Public Works PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: 07/16/15 Revision # Revision # before Permit Issued after Permit Issued AY, JJIA X S10 AP� Fire Prevention Planning Division IN Structural ❑ Permit Coordinator a DATE: 07/21/15 Structural Review Required ❑ DATE: DUE DATE: 08/18/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 MASTEC NETWORK SOLUTION` -NC Page I of 2 Home Inicio en Espanol Contact Search L&I } A-6 .Index Help Xly Secure I. &I Safety Claims & Insurance Workplace Rights Trades & Licensing Washington State Department of Labor & Industries MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT E, PRESIDENT DE CARDENAS, ALBERTO I, VICE PRESIDENT PITA, GEORGE L, TREASURER CORPORATE CREATIONS NETWRK INC, AGENT Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 License 1825 Ponce De Leon Boulevard #543 CORAL GABLES, FL 866-545-1782 Business type Corporation Governing persons ALBERTO DE CARDENAS GEORGE L PITA; ROBERT APPLE; Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Electrical Contractor Active. ............................................................... Meets current requirements. License specialties GENERAL License no. MASTENS863JS Effective — expiration 04/10/2014— 04/10/2016 Designated, administrator ................. Brubach, Anthony J License type Electrical Administrator Bond ................ Travelers Cas and Surety Co of America Bond account no. 106063550 Received by L&I 04/10/2014 Savings No savings accounts during the previous 6 year period. Active. Meets current requirements. License no. BRUBAAJ868QF $4,000.00 Effective date 03/31/2014 Expiration date Until Canceled https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS863JS&SAW= 9/22/2015 T • •Mobile• BEACON & BANGOR/SCL 10405 51ST AVENUE SOUTH SEATTLE, WA 98178 SITE NUMBER: SE03556D LATITUDE 47.506330 LONGITUDE-122.270405 RYKAkCONSULTING GENERAL LOC O MAP DRIVING DIRECTIONS PROJECT PROJECT ON AWING INDEX t FROM T-MOBILE BOTHELL a OFFICE: TOW ER DOUG HABERMAN T-MOBILE PROPOSES TO REPLACE EXISTING(3) T-1_ TITLE SMEETB PROJECT DATA '�' OWNER: W IELESS CPLOGnOn^a w100RAM ANTENNAS W/(3) NEW COMMSCOPE aSBNHH. I D65C _- G1 GENERALNOTES I. MERGEONT01405S23.7MI MAHAOER SEAT1LE pTr LIGHT ANTENNAS. AI OVER_ALLSITEEP le: l� « a...� 2.TAKE THE EXITONT015NTOWARDSEATTLE3.2MJ 3613 aTH AVES. S-9 _---__-_ -- __- A-1.1 ENUARGED SITE PLAN ` 3. TAKE EXIT 157 FOR M L KING WAY 0.3 MI a. MERGE ONTO MARTIN LUTHER KING JR WAY S 0.3 SEATTLE. WA 9813a REPLACE EXISTING (6) STYLE a TMAS WI (3) NEW STYLE 3C TMAS 8 REPLACE EXISTING(6)DIPLEXERS .--.- A_2 SITE ELEVATION ' { MI PHONE N: 206.737.8138 W/(3) NEW AWSOUO TWIN OIPLEXERS. A2 GENERAL DETAILS E-I ELECTRICAL GROUNDING PLAN V T 1 . 5. TURN RIGHT ONTO S RYAN WAY 05 MI EXISTING STYLE PROJECT MANAGER: RYKACONSULTING JESS PIERCE E-2 ELECTRK•ALGROUNDINGOETAILS TURN RIGHT ONTO SI3T AVESDESTINATgN WILL KEEP (6)ATMASB(6)OIPLEXERS. - RF-1 RF DETAILS BEONTHE RIGHT 0.2MI 918 S HORTON ST N 1002 RF-2 RF DETAILS _ tVn t SEATTLE. WA 98134 PHONE a: 206-200-83M PROJECT INFORMATION _ _ - THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT CONSTRUCTION RYKA CONSULTING AND WILL BE USED FOR THE TRANSMISSION OF -- :.! MANAGER: STEVEEVENSON 918 S HORTON ST91002 RADID SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. "'-- -- - - - ---- - — ._r�i a�yr "N. MATTLE,WA9813a T-MOBILE CERTIFIES THAT THIS TELEPHONE - ------ - -- - # EQUIPMENT FACILITY WILL BE SERVICED ONLY BY ----_., _- T-MOBILE EMPLOYEES AND THE WORK ASSOCIATED SITE RYKA CONSULTING WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS, THIS FACILITY WILL BE ` I S ACQUISITION: NICOLE GATEMAN 918SHORTON STp1002 FREQUENTED ONLY BY SERVICE PERSONNEL FOR ---------------- "' -------- - V-"°-�. .� . •SITE PHONEE.WA98131 PHONE N: 206523-1961 REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT(AOA), APPENDIX B SECTION 4.11. (5)(b), THIS FACIUTY IS EXEMPT FROM THAT - --- - --- --_,. - ZONING INFORMATION NUMBER: SE075560 ._- • SITE NAME MF CONB BANGORISCL - SITE AORESS• 10a05515T'AVENUE SOUTH '- '---' - SEATTLE WA98178 ---_ ZONING: RYKA CONSULTNG JENNIFER TAYLOR 918 S MORTON ST a1002 SEATTLE,WA9813A ACT. NOPOTABLEWATER SUPPLY ISTO BE PROVIDED AT THIS LOCATON. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION. - - - --'---- —'-- - --------- - - - - - - - - VICINITY MAP .._.. -- - — - PARCELN 5a7G800305 _. .' CURRENT ZONING: TBO JURISDICTION: COUNTY ISN: KI PHONE N: 206-523-1941 T-MOBILE MAINTENANCE CREW ONE PERSON) WILL MAKE AN AVENGE OF ONE TRIP PER MONTH AT ONE _ = �- HOUR PER TRIP. _ --- -- -- -- ------ SS `r, GOVERNINGCODE: 201218C BUILDING TYPE: - RFENGINEER: 7­M013111 DAVEGIRLING CODE COMPLIANCE APPROVAUSTUWbTFWCONST DRAWINGS ALL WORK AND MATERIALS SHALL BE PERFORMED _y REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH _ SITE TYPE: - UNSTAFFED TELECOMM FACILITY UTILITY PURVEYOR AN0INSTALLED INACCORDANCE WITH THE REOLINENOTE ASDRAWN GSAMBEING REVIEWED. CURRENT EDITIONS OF THE FOLLOWING CODES AS - ---CONSULTANTGROUP SIGN OFF POWER COMPANY: NIA _ --- - - - ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. -- -_ -- REPRESENTATIVE: DATE: a.•er ,y.y "' I "p ^ •�� TELCO COMPANY: NIA CONSULTING - B.J. P.E. NOTHINGON THESE PLANS IS TOM CONSTRUCTED WORK NOT CONFORMING TO THESE _ CONSTRDS CTIONA CONSTRUCTION MANAGER: —DATE- •"....R --'-----"'--'----'- ENGINEER:_ 7607 BOTH CODES: CODES: _. -__ CONSTRUCTION CONSTRUCTION PROJECT MANAGER: DATE._ MARYSVILLE, MARYSVILLE. WA 982]0 PHONE: 206851.1106 20121NTERNATIONAL BUILDING CODE PROJECT MANAGER', LEGAL DESCRIPTION iN 20131NTERNATIONAL MECHANICAL CODE SITE ACQUISITION_ DATE: ABBREVIATED PER ASSESSOR RECORDS, 20131NTERNATIONALFUELGASCODE -- ZONING: DATE: MERRICKSACRETRS DIVN2COFSTRANLN RM' ------- - -- .--_ _._ 2012 NFPA 54-NATIONAL FUEL GAS CODE --- ------ --- -- - - -- RFENGINEER: DATE: OVER TRS 17.18.19 (PROPANE INSTALLATIONS ONLY) 2011 NFPA 68- LIQUEFIED PETROLEUM GAS CODE CALL TWO WORKING DAYS BEFORE YOU DIG PANENS ONLY) h 20120 NTERiNATIONALTFNSTALLAIRE CODE 811 •. �� •lh. --- -- - _ - 2012 UNIFORM PLUMBING CODE 201 I NATIONAL ELECTRICALCODE 2007 NATIONAL ELECTRIC SAFETY CODE .w. NATIONAL UTILITIES UNDERGROUND LOCATE SAFE" EIMPLEMENTEO SHALL ELECTRIC - RED TEICAN-ORANGE I/�.�r�. ' wv '-' LOCAL BUILDING CODE ORDINANCES CONTRACTOR11SAT ALL SEWER -GREEN PROPOSED •WHITE GAS/OIL-YELLOW WATER 1 "'• O - ANSIITM/EM.222.G NFPA-101-LIFE SAFETY CODE TRENCHING IN ACL�ORDANCE -BLUE WITHCURRENT OSHA SURVEY. PINK T • •Mobile• PROJECTINFORMATION: BEACON & BANGOR/SCL SE03556D 104053 ST AVENUE SOUTH SEATTLE. WA 98178 CSSUED FOR: BUILDING PERMIT REVISION NISTOpY: �I >7 PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206.8S1.1106 RAWN BY: "-- --- IL BJ LICENSURE: Nlnyf� JURISDICTIONAL APPROVAL: DRAWING TITLE TITLE SHEET DRAWING NUMBER T-1 GENERAL NOTES: CONCRETE NOTES: CONCRETE NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SETOFDOCUMENTSIS 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, AC1318ANDTHE 1. RUBBISH. STUMPS. DEBRIS ,STICKS. STONES AND OTHER REFUSE SHALL BE REMOVED INTENDED TOBEUSEDFOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE, THEGENERAL SPECIFICATION CAST -IN -PLACE CONCRETE. FROM THE SITE AND DISPOSED OF LEGALLY. CONTRACTOR'SSCOPEOF WORKSHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 21, 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE OWNERS PROJECT MANUAL, DAYS UNO, PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS, 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND NOTED OTHERWISE, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. APPROVED BY, T-MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS 'B" AND ALL HOOKS SHALL BE STANDARD UNO- 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE PRIOR TO THE CRUSHED STONE APPLICATION. THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING CONSTRUCTION SITE WITH THE CONSTRUCTIOWCONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH- 5. ALL EXISTING ACTIVE SEWER,WATER,GAS. ELECTRIC, AND OTHER UTILITIES WHERE CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, 31N. CONCRETE EXPOSED TO EARTH OR WEATHER: ENCOUNTERED IN THE WORK. SHALL BE PROTECTED AT ALL TIMES, AND WHERE ANY ERRORS.OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE #6AND LARGER .........................2 IN. REQUIRED FOR THE PROPER EXECUTION OF THE WORK. SHALL BE RELOCATED AS ARCHITECT/ENGINEER VERBALLY AND IN WRITING. N5 AND SMALLER A WWF ......... 11I21N. DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION 5. Ala"FROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE PROVIDE SAFETY TRAINING FOR THE WORKING CREW. PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT UNO. HOLES TO RECEIVE EXPANSIONANEDGE ANCHORS SHALL BE 118" LARGER IN DOCUMENTS. DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR 6, ALL EXISTING INACTIVE SEWER. WATER. GAS, ELECTRIC AND OTHER UTILITIES, WHICH RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID INTERFERE WITH THE EXECUTION OF THE WORK. SHALL BE REMOVED AND SHALL BE 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. CUTTING EXISTING REPAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. CAPPED. PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS. TECHNIQUES. INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT TO THE APPROVAL OF SEQUENCES. SAFETY. AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. INSTALLATION OF CONCRETE EXPANSIONAVEDGE ANCHOR. SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. ENGINEERING. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 7. FLOAT SURFACE SHALL BEA SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL MANUFACTURER'SASNDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR OBVIOUS DEPRESSIONS, SURFACE SHALL BE SLOPED AT2'l TO PROMOTE DRAINAGE ORDINANCES TAKE PRECEDENCE. AWAY FROM EQUIPMENT. ]. ALLWOR K 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 CONSTRUCTIOW AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEER'S SIGNED WET STAMP. 9, THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORKDURING CONSTRUCTION AGAINSTDAMAGE. BREAKAGE.COLIAPSE.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 ANYDAMAGETO THE BUILDING SITE OR ANYADJACENT STRUCTURES AROUND THE PROJECT. THET-MOBILE RE PRESENTATIVESHALLBE SOLEANDFINALJUDGEASTOTHEQUALITYOFTHE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTORS 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 MATCHTHE 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. 45. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC 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, ABBREVIATIONS AC AFG ALUM ARCH BLDG BM BOT B.O. BOB CLR COL CONC CONST cow CTR D. DTL EA ELEC ED EW EXP EXT FIN FN FLR FTG GALV GYP GB HM HRR HVAC INSUL NT 7, THE AREAS OF THE CUSTOMERS 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 PERCENT PASSING Jm 100 NO.4 MESH 60-90 N0.8 MESH 0;5 NO. 16 MESH 0.25 NO. 100 MESH 0-2 NO. 200 MESH 0-2 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. I.FGFNIfS a CYMRrI S CHAIN LINK FENCE CEDARFENCE - -U POWER - - - P - P - - - TELCO - - - T - T - POWER/FELCO - - - P - T - P - - COAX - OVERHEAD POWER-orv-orv- rvory CENTERLINE REVISION BUG Q 1 COMMUNICATION SYSTEM ELEVATION VIEW BUG DETAIL NUMBER :R SQUARE INCH IR SOU RE FOOT TREATED N SHEET NUMBER :D/REINFORCING ELEVATION VIEW BUG TOP OFXXXXX ., IAv �XKX'-X• AGL-x AGL ID STEEL DETAIL BUG (T,::::�DETAILNUMBER IRAL 1RY SHEETNUMBER TEFL ONCRETE /' 40OTHERWISE IMPOSITIOOSITION TILE -DETAILNUMBER SECTION BUG WIRE MESH SHEET NUMBER T M •Mobile• PROJECT INFORMATION: BEACON & BANGOR/SCL SE03556D 10405 51ST AVENUE SOUTH SEATTLE, WA W178 -ISSUED FOR: LBUILDING PERMIT REVISION HISTORY: Q3Ri ry i PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 [-DRAWN BY: CIIK BY: JL BJ LICENSUNE: �y }YJI;t JURISDICTIONAL APPROVAL: DRAWING TITLE: GENERAL NOTES DRAWING NUMBER: G-1 A SURVEY' IMATION AND TRUE NORTHN TRISIST OBTAINED FROM EXISTINGS AND ARE APPROXIMATE. I II II 2 C OF S-13-19. =DESCRIPTION � � II 1 l 1 I It I I I I I I 1 1 � (E)T-MO BILE WOOD FENCED COMPOUND f fI I I II (SEE SHT. i 1.1 FOR ENLARGED SITE PLAN) II PROPERTY LINE-30.13' I 1 I � 1 (E)47-T AGL WOOD GLUELAM UTILRY POLE W/ I+ ' (P)T(SEESBILE TOP �I .A-1.1REPLACEMENT FOR ENLARGED I (SEE SHT. A-1 1 FOR ENLARGED SITE PLAN) I rn II I II / I Z 0 R1 PARCEL v '1 1 N I p5,1768003M Iz I 1 I I I I )z IN I Im Ie I 1 I I I I I I 1 1I1.� I I I __ _ _ -- _ _ _ _ _ _ I I ) II I I Il � I1 I I 1 I I I I I I I �PROPERTV LINE � 1 I I 1 I, I� I I I I I I OVERALL SITE PLAN N 11 aSCALE: z17 ,7 SCALE: ,' = 20' 10' _ 0 5* 10' 20. S BANGOR STREET T M •Mobile• PROJECT INFORMATION: BEACON & BANGOR/SCL SE03556D 10405 S7ST AVENUE SOUTH SEATTLE, WA 9131178 FOR: CSSUED BUILDING PERMIT REVISION HISTORY: e PUNS PREPARED BY:GN B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHI. BY: dL Bd 11LICENSURIE: ABASRI Y it �I !r• JURISDICTIONAL APPROVAL: DRAWING TITLE: OVERALL SITE PLAN DRAWING NUMBER: A-1 I I(E) (6) ANDREW DIPLEXERS MOUNTED ON UNISTRUT TO REMAIN (TYP OF 2 PER SECTOR) TO IIIB)A DREW EPLACDM(P)RS MOUNTED IN UNISTRUT TOBEREPWIN REPLACED PER S 700 SECTOR) OIPLEXERS i (TYP OF 1 TWIN DIPLEXER PER SECTOR) (P) (3) FRLB MOUNTED ON UNISTRUT — (TYP OF 1 PER SECTOR) 0000, I (E) T-MOBILE 8T5 CABINETS .. 1 I 1 x I I $ I 1'\\\- (E) WOOD FENCED COMPOUND I WITHIN U/ COAX CABLES ROUTED (E) T-MOBILE UTILITY H-FRAME I WITHIN U/G PVC CONDUITS I 1 I ' 1 I(E)(1)T-MOBILEACED 6(11 NEW ANTENNA TO 4BE SBNHH ACED W/ T NEW COMMSC (ALPHA SECT D65C ANTENNA 1 (P) 2• x 8' STD PIPE MOUNTED TO (E) PIPE (ALPHA SECTOR: O°AZIMUTH) I MASTW/(P)PIPETOPIPE CLAMP (TYP OF ALL SECTORS) I (P) (3) STYLE 3C TMAS 8 (E) (6) STYLE 4 (SEE BHT. A-3: DETAIL 4) TMA'S MOUNTED BEHIND ANTENNAS (REMOVE (6) STYLE 4 TMA'S) I I I (E) 42'-6" AGL WOOD GLUELAM UTILITY POLE (E) (1) T-MOBILE TMBXX-6516-R2M 1 ANTENNA TO BE REPLACED W/(1) NEW 1 COMMSCOPE tSBNHH-1 D65C ANTENNA (BETA SECTOR: 9W AZIMUTH) I I ANTE NMOBILE REPLACED I ANTENNA TO BE REPLACED W/ (1 ) NEW 1 COMMSCOPE#SBNHH-1D65CANTENNA (GA I (GAMMA SECTOR: 1 ]0°AZIMUTH) I I ENLARGED SITE PLAN I I1,17 1/4-SCALE: 1/2" = 1' I 1Ix1] SCALE: t/d 1' T • .Mobile- PROJECT INFORMATION: BEACON & BANGOR/SCL SE03SS6D 10405 SISTAVENUE SOUTH SEATTLE, WA 98178 (—ISSUED FOR: L BUILDING PERMIT REVISION HISTORY: I — 0' ! ve six sw PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851.1106 CDRAWN BY: CNN. BY: JL BJ LICENSURE: �s�p&Att4. ys sa%4 JURISDICTIONAL APPROVAL: DRAWING TITLE: ENLARGED SITE PLAN DRAWING NUMBER: Aml A - TOP OF GLUELAM POLE JELAM POLE S %M POLE 1 EXISTING WEST ELEVATION A-2 SCALE: NTS (P) 2' x 8' STD PIPE MOUNTED TO (E) PIPE MAST W/ (P) PIPE TO PIPE CIAMP (TYP OF ALL SECTORS) (SEE SHT. A-3: DETAIL 4) n TOP OF (PI ANTENNAS 45'-0' AGL n TOP OF GLUELAM POLE V' 4A6g „ (P) T-MOBILE PAD CENTER V 41'-0'AGL (P) (3) STYLE 3C TMA'S 8 (E) (6) STYLE 4 TMA'S MOUNTED BEHIND ANTENNAS (REMOVE (6) STYLE 4 TMA'S) (E) (3) T-MOBILE #TMBXX-6516-R2M ANTENNAS MOUNTED ON WOOD GLUELAM POLE TO BE REPLACED W/ (3) NEW CON MSCOPE #SBNHH-1 D65C ANTENNAS (TYP OF 1 PER SECTOR) 4. (- OVERHEAD�LINE 32.3' AGV (E) SECONDARY UNEJ IppIIII'I' OVERHEAD LINE NOTE: EXISTING LINE IS SECONDARY DROP. NO HIGH VOLTAGE LINES ON POLE. PAINT NOTE PROPOSED ANTENNAS/ATTACHMENTS 8 TMAS TO BE PAINTED TO MATCH EXISTING WOOD GLUELAM POLE. (E) T-MOBILE WOOD FENCEDCOMPOUND 111111111 � Top SED WEST ELEVATION A-2 SCALE: NTS -(E)42'-6-AGL WOOD GLUELAM POLE (E) (12)1II' COAX CABLES ROUTED WITHIN GLUELAM POLE T • •Mobile- PROJECT INFORMATION: BEACON & BANGOR/SCL SE03556D 10405 51ST AVENUE SOUTH SEATTLE, WA W178 -ISSUED FOR: LBUILDING PERMIT EVISION HISTORY: ATEi Q 3AI I.ANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851-1106 C RAWN BY: CHI. BY: JL BJ (CENSURE: y URISDICTIONAL APPROVAL DRAWING TITLE: SITE ELEVATION DRAWING NUMBER: A-2 4.97' 5 83' J 4.48" 8.efi" 11.16' COMMSCOPE TWIN DIPLEl R nw NSN RADIO MODULE FOR LTE 700 PROPERTY VALUE HEIGHT 15.75' WIDTH 15.75' DEPTH 5.9INCHES WEIGHT 59,52 LBS t FRLB DETAIL A-3 SCALE: NTS PIPE TO PIPE CLAMP SET (SITEPRO 4 UPC2) NOTES' FITS PIPES 1.112" TO 3-1/2". CLAMP THICKNESS 1/4", 1/2' x 8" THREADED RODS. (KIT INLUDES 2 OF THE CLAMP SET) 4 PIPE TO PIPE CLAMP DETAIL A3 SCALE: NTS 8,69" }' 4.98" fF' _' P 11-1 6.09 COMMSCOPE TWIN STYLE 30 TMA PARTS LIST ITEM# OUANMTY PART NUMBER DESCRIPTION 1 2 2 2 60125] 601156 ANGLEARM _ MOUNTING CLAMP ] A 2 2 6p1235-1 601235-2 BRACKET BRACKET 5 6 1 4 601258 600679-3 LABUL,ANGLE SPACER TUBE MEFLATWASRER 73TAINLESSBT f25x25mmSAGE-CARRIA'GEBOLTTSTA7NCEBSSTEEL- 7 8 to 2 100525_24 600419-e�I.I8x 9 10 6 6 6/1%]395 fi00419-1U�-MHx135x110 MBLOCRWASRER SITT LESSSTEELj m�kGEHEXAEAA SCREW7STAI EBBSTEEL 11 6 2 W1.15 M8T25-HEXNUT3STAINCESS--S 12 13 2 8 2— fiooal9-2di 1 CLAMP PLATE LATSGELOCK WASHER�jSTAII CEGB-$TIE 14 15 8 d 20CC01-21 6[).19-12 �1 f2x1_7 RER NUTTIB_ MOt'3 12�717. 10 CATFGEZARR AGFGO TEE 17 1 1 1 601584 )ISULFIDEGREASE TOP BRACKET 2 ANTENNA BRACKET ATTACHMENT DETAIL A-3 SCALE:NTS r STD WT e3 ANTENNA ATTACHMENT DETAIL A-3 SCALE: NTS T . •Mobile• PROJECT INFORMATION: BEACON & BANGOR/SCL SE03556D 1000S SISTAVENUE SOUTH SEATTLE, WA 9817E ISSUED FOR: BUILDING PERMIT REVISION NISTORY: 4— I cx a n w PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLEI WA 98270 206.851.1106 BY: -DRAWN BY: CHK!BJ:11 JL LICENSURE: j V. JURISDICTIONAL APPROVAL: DRAWING TITLE: GENERAL DETAILS DRAWING NUMBER: A-3 o cai s ; 0 n i po 0 o > ca z i -- — o z m "m n y I a m y I n a r IlIIIII p I I I1 m y I I I L1 I ° '. 3 � 5 I o o I I I • ■ �� �o N marc�m �n n omo wi f� si oaoa sna g np a < 9o�omc�om o o ono n z �n9� oi�� ° z �o O 3 zos�vz�oa y9 cc xm n nrpA 3 oz C m c� o a n a Nm W my� No a .o p; m cnin i�ayc z� o- Z.1 o�p M.mz F ouzo coo v i mN C f m . ym _ pi zm ymy m = n m n iSsa�m.".mN� o F c a ° a oo�-+y ia�A 5 zNa z° nxo °""o �' z z p a° n o m ~FmFmm� o cF H. �' n Fowi f o z o v am- o o - ao n'^ z H i n m z O °o"ominan po -n any �a°o ov m iz o °f i oo x o3y°n �' N b o y A °pnnc�mz� w m mz z� ° z '" xz in n p mf n aom,onm 6 o n moos ai90 z �' z n ynayoy< n ; °y ov ° ca ��zm NiNm ° 5 0 0 g o �i�o°n� 4 = No oNZW m, g �'mmNzcS $ m m .10 c Foy myND N� oz °mm p i me cam ax o m y'"oy"p3m - n�o M. oAm a o i°rn mpn iN < o v ° m ° �z ; - `M' m m nm~ ma a� m y z Cm S C 111 a c O Mauer(. p N V 0, is =D - I—Z�� ■ W c O pp > r■ a w w O _ ■ v - - - - ■ R 0 v /.. �i`h I NmSO s G' R O ' CA Z 101_ N c Z 9 N�"1■ 3 m o a � � a y HARGER GROUNDING BAR #6814824 (OR EQUAL) WITH HOLE PAT TERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN k2 GREEN INSULATED COPPER WIRE TO ADS AT TOP OF POLE COAXCABLE GROUNDING KITS WITH //� HARGER GROUNDING BAR LONG BARREL COMPRESSION LUGS, / 4 114412GOR EQUAL INSTALLED BY CONTRACTOR. 1--/ ^ m ANTENNA MOUNT GROUND \ `I COAX CABLE GROUNDING KITS 1 it I a m m ®, m ® i2 SOLID BARE TINNED f7151(((������jjj COPPER WIRE TO GROUND qq RING- PROVIDE(2) PER MGB \,p #2 GREEN INSULATED 'IJ AT BOTTOMOFPOLE B I - =CADWELO m @TYPICAL CADWELD CONNECTIONS E-2 N T.S. m TYPICAL MGB TYPICAL AGB GROUND BAR DETAILS E-2 N.TS. TYPE TA TYPE VN TYPE NC TYPE SS TYPE W TYPE VB TYPE PT YIIY TYPE GT �TYP'^(E}�1VIB V TYPE GY TYPE GR � 9 TYPE GL T • •Mobile• PROJECT INFORMATION: BEACON & BANGOR/SCL SE03666D t 000T S1ST AVENUE SOUTN SEATTLE. WA 88/75 j�—ISSUED FOP: L BUILDING PERMIT REVISION HISTORY: o. I I QF : is issU i PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 C—DRAWN BY: CNK. BY: dL BJ LICENSURE: yyy,Y i —JURISDICTIONAL APPROVAL: DRAWING TITLE: ELECTRICAL GROUNDING DETAILS DRAWING NUMBER: E-2 SITE LOADING CHART SECTOR COLOR ANTENNA MODEL p VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT ELECTRICAL DOWNTILT RADIATION CENTER ALPHA RED SBNHH-1065C COMMSCOPE 0' TBO TSD 41'-0'AGL BETA GREEN SBNHH-1D65C COMMSCOPE BO' TBD TBD 41'-0 AGL GAMMA BLUE SBNHH-1D65C COMMSCOPE 170' TBD TBD 41'-0'AGL 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 3'4F 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, ELECTRICAL TAPE: 3 LAYERS WITH r TAPE AND 3 LAYERS IN 3M'TAPE (ALL WITH MINIMUM 50%OVERLAP), ALL TAPE ENDS BUTYLTAPE SHALL BE CUT (DO NOT STRETCH). COAT (ALSO KNOWN AS MASTIC, TAFFY TAPE) WITH 3M SCOTCHKOTE SPRAY SEALER ' ELECTRICAL TAPE (1 LAVER) F-4 { CONNECTORS(TYP) 1° � �. 2" ]fir T— a —T i--i STEP 1 STEP 2 STEP 3 STEP 4 ,. ) I 7 COAXIAL CABLE WEATHERPROOFING(_ RF-1 SCALE: NTS 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.8 GTO COLOR CODES ONLY. 4, COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1' W IDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: 41 - AT ANTENNA CONNECTION 42 -AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12' SLACK 81Z'FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), 8 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, B CABLE DIAMETER WITH PROJECT MANAGER. Im' m COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT WIDTH DEPTH WEIGHT SBNHH-1D65C S60 11.,m 1.1in -bibs CONNECTORS I STANDARD MOUNTING HARDWARE 6 7.16 DIN I INCLUDED I ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. 1710-2360 MHz 445° 1].]-18.5 tlBi 64° x 6 VSWR I MAX INPUT POWER I ELEVATION DW. <1.51 350 WATTS 5.0't 0.1' T • •Mobile• PROJECT INFORMATION: BEACON & BANGOR/SCL SE0355615 10403 SIST AVENUE SOUTH SEATTLE, WA W178 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: I I I zNi PLANS PREPARED BY: B. J' THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851.1106 [—DRAWN BY: CHN BY: dL Bd LICENSURE: }i p.At q JURISDICTIONAL APPROVAL: DRAWING TITLE RF DETAILS DRAWING NUMBER: RF-1 Configuration 703E_GDSh (FRLB Ground diplexed with a Hexport for 700/UMTS AWS/GSM) T M •Mobile• PROJECT INFORMATION: BEACON a'BANGOR/SCL SE035. IO40551 STAVENUE SOUTH .EATRE. W4 88778 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: I Q ani i n PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 CMWN Br: CHIC Br: IL BJ LICENSURE: yaA1V Y i I JURISDICTIONAL APPROVAL: DRAWING TITLE: RF DETAILS DRAWING NUMBER: RF-2 STRUCTURAL LOAD ANALYSIS WOOD POLE T-Mobile on SCL Wood Pole T-Mobile Site: Beacon & Bangor/SCL, SE03556D 10405 51 s t Avenue South Seattle, WA 98178 April 24, 2013 Adapt Engineering, Inc. Job # WA12-18125-28-STR PSM Job # C 13044 �l To) - Rota Dimmbm *I I. Hok Lx.UWS tt/52' wGalvanize alter Fabrication na k4'rorch 1 Weld Around Channel for 2' $to. Pipe 2' 2' 13/16 irl 1/2' • Vert slot C4 ir7.251 3 1/2' Channel QO n I We/d i Around 1/4" Plate l i i 13/16' Hole i I 2 1/2to.0.1 ' I ' ' I 1 c l i i I 1/2' Hex Nut Pipe 2' Std I ' /Center 6 Well over ho/el i /2 1/2- 0.D.1 ' I 49/16' Clearance Hole v il1 � i i I I i 13/16" Hole i V I ' ' i ' \ ^ 1 Weld 1 1 1 Around ----- I - 3 13/167A 1/2' 1/2 C45r7250F Vert. S/ot Channel AMB I'-2.5H Antenna Mounting ,Bracket 9 LWS 01 05 Laminated Wood Systems. Inc. E��AM PA. BOX 588, SEYfARp, NE 68SOf 1�00-949-EIAY N0. REV61oN DATE CK. DRAWNZDATE DWG. D. Pe, t-te os No. AMB_-2.SH ^UD DW0 lai AW-- 'A - uk, 112' 2' 15/64Hole /YP J I,:-: Counter-alnk for i t 1 -� 1/2• Lag Screw L- 1/2. a I� 9/16' Hole /typ.! i f , Sectlon A -A' r- + Hole /typ.J le /typ./ CACOVKR-W17' Laminated Wood Coble Cover Laminated Wood Systems, Inc. -II..�INYA! V.O. eDX .6. SEWAFA NE 66434 1-SW-94e-ELAN N0, RVAS10N WTE CK. ORWN aAIE DWG. AM LE` "Li o Per CA COVER-W77 Pole Pole Cond. Case 1 - NESC Mediwn Case 2 - Est. Wind (T) Case 3 - Deflection (136") Case 4 - Free -Standing Wind (L) case 5 - Free Standing Wind (T) Location Depth Weight Offsets T L I V Dcll. T Dcfl. L T L V Dell. T MI. L T L V Do. T Dell. L T L V DO. T Dell. L T L V I DcR. T MIL L AP 0 0.00 152 U 563 4.10 0.18 255 0 375 8.94 0.29 61 0 375 1.64 O107 0 255 375 0.00 12.83 255 0 375 13.50 0.00 Al 12.00 317 O.00 30 30 98 1.62 0.07 49 49 65 3.48 0.11 12 12 65 0.65 0.03 0 O 0 0.00 4.28 0 0 0 4.51 0.00 CABLES 12.00 493 000 U 0 5160 0.33 0.01 0 ll 3440 0.69 0.02 0 0 3440 0.13 0.00 U 1684 3440 0.00 0.64 1684 0 3440 0.68 0.00 0 12.00 1010 0.00 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 12.00 0 0.00 0 U 0 #N/A #N/A 0 U 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 U 0 #N/A #N/A 0 12.00 0 0.00 0 0 0 #N/A #N/A 0 U U #N/A #N/A 0 0 tl #N/A #N/A 0 0 0 #N/A #N/A 0 0 U #N/A #N/A 0 12.00 0 0.00 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 12.00 0 0.00 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A U 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 12.00 0 000 0 0 O #N/A #N/.4 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 12.00 0 U.t1O 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A 0 0 0 #N/A #N/A O 0 0 #N/A #N/A 0 #N/A 0 12.00 0 0900 U 0 0 #N/A #N/A 0 ll U #Id/.A #FN/A 0 0 0 #N/A #N/A 0 0 U #N/A #N/A 0 0 0 #N/A #N/A 0 12.OU 0 O.UO U 0 U #N/A #N/A U U 0 #N/A #N/A 0 U U #/N/A #N/A - U 0 0 #N/A #N/A U U 0 #N/Fl #N/A Cablc6Wt [ (48 lb-321bs./I,) X u11 Cable PIVj. Width- 11.75- lauds :ue Nunh-South "L" IwJs are Fast -West Coeers on South Pete Face Wind= 16 p.a.f. Wind= 40 O.L.F.= 1.5 O.L.F.= 1 M.S.F. = 0.65 M.S.F. = 0.75 Tor L? I Tor L?t Soil Class 6 Unsup. L. = 21.5 ft. Wind= 6.4 O.L.F. = I M.S.F. = I Tor L? t Wind= 40 O.L.F. = 1 M.S.F.= 0.73 Tor L? L Wind= 40 O.L.F.= 1 IVI.S.F.= 0.75 Tor L?t GROUND LINE MOMENT CALCULATION Joint -Use Pale - Beacon & Bangor Site 9 SE3550D - 0.3 Case I - NESC Medium o.7 Material = fir 0.1 Length= 43 it,(Abas a Grourxl) 1.1 Emlxai, 9 0, 1.1 Tot. Length= 52 Il. LA Width= 12,25 in. Wind-16 lbs.1sq.ft. mns. Dollection= 4.1 is Lone0.2 in Load (Ibs) 152.0 30.0 LES 0.0 0.0 00 0.0 0.0 0.0 00 0.0 0.0 0.0 on Polo 702.3 1 Ven. 281.5 2 Vcn. 436.4 3 Vert. 2,949.8 4 Vort. 1,514.4 5 Vert. 0.0 6 Vert. 0.0 7 Vcn. 0.0 8 Vcn. 0.0 9 Vcn. 0.0 10 Vert. 0.0 11 Von. 0.0 12 Vcn. 0.0 01'AL Shear= 884 lb, t of Pole 3,249 - VERT. LOAD (P) = 9,070 .CAPACITY CALCULATION I Load Calculation 12.25 in. @ G.L.= 12 in. (dB) @ Top= 12.00 in. (dA) ported L= 21.5 ft. ILI i (A.(311= 43 ft. Moment Ann Safot, Moment Load tn) 1 (n4na) (Ibs) 41.0 1 6,232 AP 0 320 1 960 AI 30 21.3 1 0 CABLES 0 0.0 1 0 0 0 0.0 1 0 0 0 0.0 1 0 0 0 0.0 1 0 0 0 0.0 1 0 0 0 0,0 1 0 0 0 0.0 1 0 0 0 0.0 1 0 0 0 0.0 1 0 0 0 21.5 1 15,100 Wind on Polo 688.0 0.3 1.5 96 Load I Von. 281.5 0A 1.5 59 Load 2 Vcn. 436.4 to 1.5 82 Load 3 Vcn. 2,949.8 0.0 1.5 21 Load 4 Vcn. 0.0 0.0 L5 0 Load Ven. 0.0 0.0 1.5 0 Load 6 Vert. 0.0 0.0 1.5 0 Load 7 Ven. 0.0 0.0 Ls 0 Load 8 Vcn. 0.0 0.0 L5 0 Load 9 Vcn. 0.0 0.0 L5 0 Load 10 Vcn. 0.0 0.0 1.5 0 Load 1 I Vcn. 0.0 oo 1.5 0 Load 12 Vcn. 0.0 22,551 SU13100EAL Total Shwr= 718 lbs. OLF) lbs Pole D. @ Support= 12 in. la= 1838.3 inA4 dB/dA= 1.00 P'= 1.000 Pcr- 1,004,136 lbs. tl IBending Bending Actual to Bending Bending Actual to Axial Axial Actual to Capacity Moment Capacity Capacity Moment Capacity Capacity Load Capacity (ft4bs) (ft4bs.) Ratio (114bs1 (fl4bs.) Ratio (lbs) (lbs.) Ratio Stresses lips = Ann Safety Moment (0) Factor (Il-Ibs) 41 0 1 0 32.0 1 960 21.5 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 21.5 1 0 0.0 1.5 6 0,0 1.5 4 0.0 1.5 4 0.0 1.5 0 0.0 L5 0 0.0 1.5 0 00 1.5 0 0.0 1.5 0 0.0 IS 0 0.0 L5 0 0.0 L5 0 0.0 L5 0 M 5.25 15.25 3/4" x 15.25 314" x 15.25 3/4"x GROUND LINE MOMENT CALCULATION Joint -Use Pole - Beacon & Bangor Site 4 SE3556D - Case 2 - Ext. Wind (T) Material = tir Length= 43 ft. (Abor'e Ground) Embed= 91t. 'Lot. Length= 52 Or Width= 1225 in. Wind= 40 lbs.\sgA Load rl Mn Safets' Moment Load a Ann Salem, Moment (Ibs) (A) Factor (ft-Ibs) (Ibs) ('ft) Factor (ft-Ibs) AT 255.0 1 41.0 1 10,455 AP 0 1 41.0 1 0 AI 49.0 1 32.0 1 1,568 AI 49 1 320 1 1,568 CABLES 00 1 21.5 1 0 CABLES 0 1 21.5 1 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 00 1 00 1 0 0 0 1 0.0 1 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 (1 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 00 1 0 0 0 1 0.0 1 0 Wind on Polc 7,755.8 1 21.5 1 37,750 Wind on Pale 1720.0 0 21.5 1 0 Load 1 Vert. 187.5 1 0.7 1,00 140 Load I Vert. 187.5 1 0.0 1.00 4 Load 2 Vert. 290.8 1 0.3 1.00 84 Load 2 Vcn. 290.8 1 0.0 1.00 3 Load 3 Vert. 1,966.5 1 0.1 1.00 114 Load 3 Von. 1,966.5 1 0.0 L00 3 Load 4 Vcrt. 1,009.6 1 0.0 1,00 29 Load 4 Vent. 0.0 1 0.0 1.00 0 Load 5 Vcn. 0.0 1 0.0 1.00 0 Load 5 Vert, 0.0 1 0.0 1.00 0 Load 6 Ven. 0.0 1 0.0 1.00 0 Load 6 Vcn. 0.0 1 0.0 1.00 0 Load 7 Vert. 0.0 1 0.0 1.00 0 Load 7 Vert. 0.0 1 0.0 1,00 0 Load 8 Vert. 00 1 0.0 1,00 0 Load 8 Vcrt. 0.0 1 0.0 1.00 0 Load 9 Von. 0.0 1 0.0 1.00 0 Load 9 V-, 0.0 1 0.0 1.00 0 Load 10 Von. 0.0 1 0.0 1.00 0 Load 10 Vcn. 0.0 1 0.0 I.00 0 Load I I Vert. 0.0 1 0.0 1,00 0 Lead 11 Vcn, 0.0 1 0.0 1,00 0 Load 12 Vcn. 0.0 1 0.0 1.00 0 Load 12 Vert, 0.0 1 0.0 1.00 0 SUHT'OT'AL 50,140 SUBTOTAL, 1,578 Total Shear= 2,060 lb, Total Shear= 1,769 lbs. of Pole 2,166 (incl. OLF) VERT. LOAD(P1= 6046 Ibs 12.25 in. @ G.L = 12 in. (dB) @ Top= 12.00 in. (dA) ported L, 21.5 ft. (L) Pole D. @ Support= 12 in. la= 1838.3 in^4 dB/dA= 1.00 P•= 1,000 Per= 1,004,136 Ibs. 2 Y I Bending Bending Actual to Bending Bending Actual to Axial Axial Actual tot Capacity Moment Capacity Capacity Moment Capacity Capacity Load Capacity (ft4bs) (ft4bs.) Ratio (&Ibs) (fElbs.) Ratio (Ibs) (Ibs.) Ratio lined Stresses of Ratios = GROUND LINE MOMENT CALCULATION Case 3 - Deflection (<36") Material = fir Length= 43 ft. (Abm'e Ground) f- nbed = 9 lt. Tot. Letrglh= 52 ft. WiOth= 12.25 in. Wind= 6416s.tsgJt. Lead a (Ibs) AP 610 I AI 120 1 CABLES 0.0 1 0 0.0 1 0 0.0 0 0.0 0 0.0 1 0 0.0 1 0 0.0 0 0.0 0 0.0 1 0 0.0 1 Wind on Pole 280.9 1 Load 1 Vert. 187.5 1 I,uud 2 Ven. 290.8 1 Load 3 Vert. 1,966.5 1 Load 4 Vert, 1,009.6 I Load 5 Ven. 0.0 1 Load 6 Ven. 0.0 1 Load 7 Vcn. 0.0 d 8 Vcn. 0.0 1 -nod 9 Ven. 0.0 I '..and 10 Vcn. 0.0 I _1I I Ven. 0.0 1 -d 12 Vert. 0.0 1 SUBTOTAL Fast Shear= 354 Ib, Ann SatehMoment (li) Factor (It-Ibs) 4I.0 1 2,501 32.0 1 384 21 5 1 0 0.0 1 0 0.0 0 0.0 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 21.5 1 6,040 01 1.00 26 0.1 1,00 16 0.0 00 22 0.0 00 6 0.0 1,00 0 0.0 1.00 0 0.0 1 00 0 0.0 1.00 0 0.0 1.00 0 0.0 1.00 0 0.0 1.00 0 or) 1,00 0 M it of Pole 2,166 (inel OLF) L VERT. LOAD (P) = 6,046 Ibs . CAPACITY CALCULATION I Load Calculation Pole D. @ Support= 12 in. = 12.25 in. la= 1838.3 W4 @ G.L.= 12 in. (dB) dB/dA= 1.00 @ Top= 12,00 in. (dA) P'= 1,000 ported L.= 21.5 ft, (L) P- 1,004,136 to.. reflection- 0.1 in Lon1 Load 0 (lb,) 0 I 12 I LES 0 0 1 0 0 0 1 0 1 0 1 0 1 0 1 0 1 on Pot, 275.2 0 1 Vert. 187.5 1 2 Vert. 290.8 1 3 Vert. 1,966.5 1 4 Vert. 0A 1 5 Vert. 0.0 1 6 Vert. 0.0 1 7 Vcn. 0.0 1 8 Vert. 0.0 1 9 Ven. 0.0 1 10 Vert. 0.0 1 11 Vert, 0.0 1 12 Vert. 0.0 1 'OTAL Shcnr= 287 lbs. Bantling Bending Actual to Bending Bending Actual to Axial Axial Actual to� Capacity Moment Capacity Capacity Moment Capacity Capacity Load Capacity bined Stresses of Ratios= 0.07 Ann Sateh' Moment (tD Factor 0t-Ins) 41 0 0 12.0 384 21.5 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 0.0 1 0 00 1 0 0.0 1 0 0.0 1 0 0.0 1 0 21.5 1 0 0.0 1.00 1 0.0 1.00 1 0.0 1.00 1 0.0 1.00 0 0.0 1.00 0 0.0 1,00 0 0.0 Lao 0 0.0 1.00 0 0.0 1,00 0 0.0 1.00 0 0.0 1.00 0 0.0 1.00 0 GROUND LINE MOMENT CALCULATION Mat�rid= rr Length= 43 ft. (Abo,'c Ground) Embed= 9 it. Tot. Length= 52 ft. Width= 12.25 in. Wind= 40.0 Ib,AsgK Mon ent Mon cnt Load q Mn Safety Moment Load N Arm Safety Moment (Ibs) (11) Factor (ft-Ibs) (lb.) (11) Factor (ft4bs) 0.0 1 410 1 0 Al' 255 1 41.0 1 10,455 0.0 1 32.0 1 0 AI 0 1 32.0 1 0 LES 0.0 1 21.5 1 0 CABLES 1684,167 1 21.5 1 36,210 0A 1 0.0 1 0 0 0 1 0.0 1 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0.0 1 0.0 1 0 0 0 1 00 1 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0.0 1 0.0 I 0 0 0 1 00 1 0 0.0 1 0.0 1 0 0 0 1 0.0 I 0 0.0 1 0.0 I 0 0 0 1 0.0 1 0 on Polc 1,755.8 0 21.5 I 0 Wind oa Pole 1720.0 1 21.5 1 36,980 1 Ven. 187.5 1 0.0 1.00 0 Load I Vert, 187.5 1 1.1 Loo 200 2 Ven. 258.3 1 0.0 1.00 0 Load 2 Vert. 258.3 1 0A Loo 92 3 Vert. 1,966.5 1 00 1.00 0 Load Vert, 1,966.5 1 0.1 1.00 105 4 Vert. 1,009.6 1 0.0 1.00 0 Load 4 Ver1. 0.0 1 0.0 1.00 0 5 Vert. 0.0 1 0.0 1.00 0 Load 5 Ven, 0.0 1 0.0 1,00 0 6 Vert. 0.0 1 0.0 1.00 0 Load 6 Van. 0.0 1 0.0 1.00 0 7 Vcn. 0.0 1 0.0 1.00 0 Load 7 Vcn. 0.0 1 0.0 1.00 0 8 Ven. 0.0 1 0) I.W 0 Load 8 Vcn. 00 1 0A 1.00 0 9 Vm. 0.0 I 0.0 1.00 0 Load Vcn. 0.0 1 U0 1,00 0 10 Ven. 0.0 1 00 1.00 0 Load 10 Vert 0.0 1 0.0 1,00 0 11 Vert 0.0 1 0.0 1.00 0 Load 11 Vert 0.0 I 0.0 I.00 0 12 Ven. 0.0 1 0.0 1.00 0 Load 12 Vcn. 0.0 I 0.0 1,00 0 'OTAL 0 SUBTOTAL 84,042 Shear= 1,756 lbs. Total Shear= 3,659 ft. of Pole 2,166 (ind.OLF) VERT, LOAD (PI 5.081 Ibs - 12.25 in. @ G.L.= 12 in. (dB) @ Top= 12.00 in. (dA) ported L.= 21.5 ft. (L) Pole D. @ Support= 12 in. la= 1838.3 in^4 dB/dA= 1,00 P'= 1,000 Pcr- 1,004,136 Ins. W Bending Bending Actual to Bending Bending Actual to Axial Axial Actual to� II Capacity Moment Capacity Capacity Moment Capacity Capacity Load Capacity lined Stresses of Ratios = 0.72 GROUND LINE MOMENT CALCULATION Case 5 - Free Standing Rind (T) M, n-iul= In Length= 43 It(Abo, e Ground) 1!mttld= 9n. Tot, I -tail= 52 It. Width= 12,25 in. Wind= 40.0 Ib,lsy.ft. Max, Delleclion= 13.5 in. Long. DeBeelion= 0.0 in. Transverse Longitudinal Moment Moment Loud N Ann Safer, Moment Lewd H Ann Safety Moment (Ibs) III) Faaor (Ii-lb,) (lb,) (ft) Factor (11-16s) AP 255. 1 410 1 10,455 At' 0 1 410 1 0 AI 0.0 1 320 1 0 At 0 I 12.0 7 0 CABLES 1,684.2 I 215 I 36,210 CA131,GS 0 I 215 I 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 o0 1 0 0 0 1 0.0 1 0 0 0.0 1 0,0 1 0 0 0 1 00 1 0 0 0.0 1 0.0 1 0 0 0 1 0,0 1 0 0 0.0 I 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 0.0 1 0 0 0 1 0.0 1 0 0 0.0 1 0.0 1 0 0 0 1 0,0 1 0 Wind on Pole 1,755.8 1 215 1 37,750 Wind on Polc 17200 0 2L5 1 0 Load 1 Vcrt. 375.0 1 1.1 1 422 Load I Ven. 00 1 0.0 1,00 0 Load 2 Von, 516.5 1 0A 1 194 Load 2 Ven. 0,0 1 0.0 1.00 0 Loud 3 Vert . 3,933.1 1 () 1 1 222 Load 3 Vcn. 0,0 1 0.0 1.00 0 Load 4 Vert. 1,009.6 1 0,0 1 28 Load 4 Vert. 0.0 1 0,0 LW 0 Load 5 Vcrt. 0.0 1 0.0 1 0 Load 5 Vc, 0.0 1 0,0 1,00 0 Load 6 Vett. 0.0 1 0.0 1 0 Load 6 Vcn. 0.0 1 00 100 0 Load 7 Vert. 00 1 0.0 1 0 Load 7 Vert. 00 1 0.0 1.00 0 Load 8 Vcrt. 00 1 0.0 1 0 Load 8 Vert, 00 1 00 1.00 0 Load 9 Vern. 0.0 1 00 1 0 Load 9 Vcn, 0,0 1 0.0 1.00 0 Load 10 Vt, 0.0 1 0.0 1 0 Load 10 Vert. 0.0 1 0.0 100 0 Load 11 Ven. 0.0 1 0.0 1 0 Load I 1 Vert. 0.0 1 0.0 1.00 0 Load L, Vcrt. 0.0 1 0.0 1 0 Load 12 Vcrt. 00 1 0.0 1,00 0 SU`3'I'OTAL 85,281 SUBTOTAL 0 Total Shear = 3,695 ft Total Shear= 1,720 lbs. TOTAI. 85,2M TOTAL 0 Man. IYa 7cose G.L.M= 85.281 ft-Ibs Max. Loneitudinal G 1, M. = n ft-lb, t of Pole 2,166 (mcl. OLF) VERT. LOAD (P) = 5,981 Ibs . CAPACITY CALCULATION I Load Calculation 12.25 n. @ G.L.= 12 in. (dB) @ Top= 12.00 in. (dA) ported L= 21.5 ft, (L) I fA.G.L,1= 43 ft. Pole D, @ Support= 12 in. la= 1838.3 it-4 dBtdA= 1.00 P'= 1.000 Pcr= 1.004,136 16s. I Bending Bending Actual to Bending Bending Actual to Axial Axial Actual tot I Capacity Moment Capacity Capacity Moment Capacity Capacity Load Capacity Stresses [ins = 0 T •-Mobllem RYKACONSULTING FILC COPY Permit No. .01101 F18ti rgV18W BQpi'E2X81 IS SU to error$ and I its _ BEACON & BAN C C R SC L Appnovstl of cx�rlsi:uction des no No c laMes shall to made to the scope the violation Of WW Code or orc�nar� of work without prior approval of 10405 51 ST AVENUE SOUTH of Tukwila Building Division. F CopyBt Cr1 SEATTLE, WA 98178 v4ITE NUMBER: SE03556D ��'p�------ V of Tukwi,-a LATITUDE 470 30' 22.72" N (47.506311) LONGITUDE 1220 16' 13.3" W (122.27 C,��j DIVISION ����'Li311Via gzl�iStON GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX n FROM T-MOBILE BOTHELL 4 OFFICE: PROPERTY/ DOUG HABERMAN TOWER WIRELESS CO -LOCATIONS PROGRAM T-MOBILE PROPOSES TO REPLACE EXISTING (3) ANTENNAS W/ (3) NEW COMMSCOPE #SBNHH-1D65C T-1 TITLE SHEET & PROJECT DATA G-1 GENERAL NOTES 3 �{s ai rs sy+ s • �^u -• ® u 3 - ; . •- 1. MERGE ONTO 1405 S 23.7 MI 2. TAKE THE EXIT ONTO 15 N TOWARD SEATTLE 3.2 MI 3. TAKE EXIT 157 FOR M L KING WAY 0.3 MI 4. MERGE ONTO MARTIN LUTHER KING JR WAY S 0.3 MI 5. TURN RIGHT ONTO S RYAN WAY 0.5 MI 6. TURN RIGHT ONTO 51 ST AVE S DESTINATION WILL BE ON THE RIGHT 0.2 MI OWNER: MANAGER SEATTLE CITY LIGHT 3613 4TH AVE S, S5 SEATTLE, WA 98134 PHONE #: 206 733 9138 ANTENNAS. REPLACE EXISTING (6) STYLE 4 TMA S W/ (3) NEW STYLE 3C TMA'S & REPLACE EXISTING (6) DIPLEXERS W/ (3) NEW AWS/700 TWIN DIPLEXERS. KEEP EXISTING (6) STYLE 4 TMA'S & (6) DIPLEXERS. A-1 OVERALL SITE PLAN A-1.1 ENLARGED SITE PLAN A-2 SITE ELEVATION A-3 GENERAL DETAILS PROJECT RYKA CONSULTING MANAGER: JESSICA PIERCE 918 S HORTON ST #1002 SEATTLE, WA 98134 PHONE #:206Z008333 E-1 ELECTRICAL GROUNDING P E-2 ELECTRICAL GROUNDING D TAIL EWEWED RF-1 RF DETAILS FOR— RF-2 RF DETAILS PROJECT INFORMATION THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT APPRO CONSTRUCTION RYKA CONSULTING MANAGER: STEVE EVENSON 918 S HORTON ST #1002 y ; Q sU sa, n«m AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. iav w� SEATTLE, WA 98134 T-MOBILE CERTIFIES THAT THIS TELEPHONE +? i PHONE #: 206523-1941 EQUIPMENT FACILITY WILL BE SERVICED ONLY BY T-MOBILE EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH yylT} I DISABILITIES ACT (ADA), APPENDIX B SECTION DISH, THIS FACILITY IS EXEMPT FROM THAT SITE RYKA CONSULTING ACQUISITION: NICOLE BATEMAN 918 S HORTON ST#1002 SEATTLE, WA 98134 PHONE M. 206 523 1941 ULDING ZONING INFORMATION SITE NUMBER: SE03556D s ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION. SITE NAME: BEACON & BANGOR/SCL SITE ADRESS: 10405 51ST AVENUE SOUTH ZONING: RYKA CONSULTING JESSE LONDON 978 S HORTON ST #1002 SEATTLE, WA 98134 VICINITY MAP ate.. v SEATTLE, WA 98178 PARCEL #: 5476&00305 CURRENT ZONING: LOW DENSITY RESIDENTIAL PHONE #: 206-523-1941 T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL JURISDICTION: CITY OF TUKWILA ^ MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. GOVERNING CODE: 2012 IBC RF ENGINEER: DAVE GIRLING BUILDINGTYPE: — I CODE COMPLIANCE APPR VA 1 N OFF OF CONeFDRA IN SITE TYPE: UNSTAFFED TELECOMM FACILITY ALL WORK AND MATERIALS SHALL BE PERFORMED REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH T B UTILITY PURVEYOR AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2012 INTERNATIONAL BUILDING CODE I2012INTERNATIONAL MECHANICAL CODE REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. POWER COMPANY: N/A CONSULTANT GROUP SIGN OFF LANDLORD'S REPRESENTATIVE: DATE: TELCO COMPANY: N/A CONSULTING B.J. THOMAS, P.E. ENGINEER: 7607 80TH AVE NE MARYSVILLE, WA 98270 PHONE: 206-851-1106 CONSTRUCTION MANAGER: DATE: CONSTRUCTION PROJECT MANAGER: DATE: LEGAL DESCRIPTION PROJECT MANAGER: DATE: ABBREVIATED PER ASSESSOR RECORDS. SITE ACQUISITION: DATE: M 1 "S B-9" S+ 4 � a ACRE TRS DIV # 2 C OF S TRAN LN RNV OVER TRS 17-18-19 OVER 2012 INTERNATIONAL FUEL GAS CODEMER 2012 NFPA 54 - NATIONAL FUEL GAS CODE (PROPANE INSTALLATIONS ONLY) 2011 NFPA 58 -LIQUEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 2012 INTERNATIONAL FIRE CODE ZONING: DATE: RF ENGINEER: DATE: CALL TWO WORKING DAYS BEFORE YOU DIG 877 " m 13 s axNs 2012 UNIFORM PLUMBING CODE 2011 NATIONAL ELECTRICAL CODE 2007 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES ANSI / TIA / EIA - 222 - G NFPA-1 01 -LIFE SAFETY CODE NATIONAL UTILITIES UNDERGROUND LOCATE SAFETY PRECAUTION SHALL ELECTRIC - RED TELICATV - ORANGE BE IMPLEMENTED BY SEWER -GREEN PROPOSED -WHITE CONTRACTORS) AT ALL GAS/OIL -YELLOW WATER -BLUE TRENCHING IN ACCORDANCE CURRENT WITHSTANDARDSSHA SURVEY -PINK T - -Mobile• =PROJECT INFORMATION: BEACON & BANGOR/SCL SE03556D 10405 SiST AVENUE SOUTH D SEATTLE, WA 88178 ILDING PERMIT OHN. DESCRNRION: Bl: M l �^ ii�ifiiii�' L;= ®® =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: JL BJ R ti, 19(15 a =JURISDICTIONAL APPROVAL: CITY OF TUKWILA JUL 16 2015 PERMIT CENTER TITLE SHEET DRAWING NUMBER: T 1 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. 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 A615, 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. 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 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING CONSTRUCTION SITE WITH THE CONSTRUCTIOWCONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH - CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE #6 AND LARGER ..........................2 IN. ARCHITECT/ENGINEER VERBALLY AND IN WRITING. #5 AND SMALLER & WWF .........1112IN. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION 5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT UNO. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DOCUMENTS. DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID 5- THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 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 6. INSTALLATION OF CONCRETE EXPANSIONNVEDGE ANCHOR, SHALL BE PER CONTRACT. MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S 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-At OBC 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. 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. 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 PERCENT PASSING 318" 100 NO.4 MESH 60-90 NO.8 MESH 0.45 NO. 16 MESH 0-25 NO. 100 MESH 0-2 NO. 200 MESH 0.2 - 9. BMPS FOR TEMPORARY EROSION/SEDIMENTATIONL PITBiD I � PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PMpLIgNC VED.0 3 2015 ABBREVIATIONS LEGENDS 8 Sy AC AIR CONDITIONER JT JOINT CHAIN LINK FENCE - xx - AFF ABOVE FINISHED FLOOR LAM LAMINATED CEDAR FENCE•.,^uAFG ABOVE FINISHED GRADE ABOVE FINISHED SLAB MANUF M LINEAL FOOT MANUFACTURER POWER - PP � iAFS of ALUM ALUMINUM BOLT MAX MECH MAXIMUMANCHOR MECHANICAL TELCO - T TANGLE ID 0ARCH MH MANHOLE POWER/TELCO - P � ARCHITECTURAL MM MILLIMETER BTS BASE TRANSMISSION SYSTEM MIN MINIMUM COAX - COAX- Ax - BLDG BUILDING MISC MISCELLANEOUS OVERHEAD POWER -orr o,, OH -------- 0.. BM MPH MILES PER HOUR BOT BOTTOM MTL METAL CENTERLINE - - - B.O. BOTTOM OF NIC NOT IN CONTRACT BOC BOTTOM OF CONCRETE NOM NOMINAL BOS BOTTOM OF STEEL NTS NOT TO SCALE REVISION BUG CONTROL JOINT CENTER LINE OC OD ON CENTER OUTSIDE DIAMETER Z1 CLG CEILING OH OVERHEAD CLR CLEAR OPNG OPENING CMU CONCRETE MASONRY UNIT OPP OPPOSITE COL CONC COLUMN CONCRETE (P) PCs PROPOSED PERSONAL COMMUNICATION SYSTEM ELEVATION VIEW BUG DETAIL NUMBER CONST CONSTRUCTION E PLATE CONT CONTINUOUS PR PAIR CTR CENTER PSI POUNDS PER SQUARE INCH :SHEET DIA/ a DIAMETER PSF POUNDS PER SQUARE FOOT DTL DETAIL PT PRESSURE TREATED EXISTING RAD RADIUS NUMBER EA EACH RD ROOF DRAIN EXPANSION JOINT REINF REINFORCED/REINFORCING ELEC ELECTRIC/ELECTRICAL REQ'D REQUIRED TOP OF XXXXX ELEVATION RM ROOM ELEVATION VIEW EQ EQUAL RNV RIGHTOF WAY XXX`-X"AGL EW EACH WAY SCHED SCHEDULE EXP EXPANSION SECT SECTION EXT EXTERIOR SF SQUARE FOOT FLOOR DRAIN SIM SIMILAR FIN FINISH SQ FT SQUARE FOOT FN FLR FNISH FLOOR SS STAINLESS STEEL DETAIL BUG DETAIL NUMBER FLR FLOOR STD STANDARD FIG FOOTING STL STEEL GA GAUGE STRUC STRUCTURAL SHEET NUMBER GALV GALVANIZED TEMP TEMPORARY GYP GYPSUM THK THICK GB GYPSUM BOARD T.O. TOP OF HM HOLLOW METAL TOS TOP OF STEEL DETAIL NUMBER HOR HORIZONTAL TOC TOP OF CONCRETE HR HOUR TYP TYPICAL SECTION HEIGHT LINO UNLESS NOTED OTHERWISE BUG HVAC HEATING VENTILATION AIR CONDITIONING VCT VINYL COMPOSITION TILE INSUL INSULATION VERT VERTICAL INT INTERIOR W/ WITH WWM WELDED WIRE MESH SHEET NUMBER T • •Mobile• BEACON A BANGOR/SCL SE03556D 10405 51ST AVENUE SOUTH SEATTLE, WA 98178 BUILDING PERMIT NQ nAw! lw-Sc au-- BY. /.,\ 5i&MIS REV. PER i-A BJT Q522015 REV. PER REDLINES B.1T /.\ 3/312015 ISSUED DESIGN REVIEW BUT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206-851.1106 1=DRAWN BY: CHK. BY: JL I BJ =:JURISDICTIONAL APPROVAL: CITY OF TUKWILA JUL 16 2015 PERMIT CENTER GENERAL NOTES T - -Mobile• =PROJECT INFORMATION: BEACON A BANGOR/SCL SE03556D 10405 SiST AVENUE SOUTH SEATTLE, WA 98178 BUILDING PERMIT NM DATIL DESCRUMON: BY: /..\ 59 Id REV. PER 1-A &a A642=15 REV. PER REDLINES BJT {.\ 3131M15 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206-851.1106 =DRAWN BY: CHK. BY: dL BJ c Ij o,y ra, r =JURISDICTIONAL APPROVAL: OVERALL SITE PLAN d , , V V d 4 (P) 1- RIGID CONDUIT FROM (P) FRLB 1 J-BOX TO PURCELL CABINET y -- t _ (E) T-MOBILE BTS INSTALL GRAVEL & WEED BLOCK FABRIC IN FRONT OF GATE (E) (1) T-MOBILE TMBXX-6516-R2M ANTENNA TO BE REPLACED W! (1) NEW COMMSCOPE #SBNHH-1D65C ANTENNA (ALPHA SECTOR: 0° (P) (3) STYLE 3C TMA'S & (E) (6) STYLI TMA'S MOUNTED BEHIND ANTENN (REMOVE (6) STYLE 4 TW (E) 47b" AGL WOOD GLUELAM UTILITY Ewe i f 1 (E) (12) 7/8" COAX CABLES ROUTED I WITHIN U/G PVC CONDUITS f 1 I t 1 1 1 1 I 1 1` 1 2" x 8' STD PIPE MOUNTED TO (E) PIPE SST W/ (P) PIPE TO PIPE CLAMP !P OF ALL SECTORS) :E SHT. A3: DETAIL 4) (E) (1) T-MOBILE TMBXX-6516-R2M ANTENNA TO BE REPLACED W/ (1) NEW COMMSCOPE #SBNHH-1D65C ANTENNA (BETA SECTOR: 90° AZIMUTH) MOBILE TMBXX-6516-R2M ANTENNA TO BE REPLACED W/ (1) NEW COMMSCOPE #SBNHH-1 D65C ANTENNA (GAMMA SECTOR: 170° AZIMUTH) ENLARGED SITE PLAN A122x34107SCALE:1/2"= 11 x17 SCALE: 1 /4" =V (E) (6) ANDREW DIPLEXERS MOUNTED ON UNISTRUT TO REMAIN (TYP OF 2 PER SECTOR) (E) (6) ANDREW DIPLEXERS MOUNTED ON UNISTRUT TO BE REPLACED W/ (P) (3) AWSl700 TWIN DIPLEXERS (TYP OF 1 TWIN DIPLEXER PER SECTOR) 4((P) (3) FRLB MOUNTED ON UNISTRUT I (TYP OF 1 PER SECTOR) SEE SHT. A-3: DETAIL 5) d t t I t t E f I I f ! t f t t (E) WOOD FENCED COMPOUND f (E) T-MOBILE UTILITY H-FRAME t REVIEWED FOR COPE COMPLIANCE IAPPROVED ! AUG 13 2015 City of Tukwila BUILDING DIVISION I I RE EIVED CITY OIF TUKWILA I JU' 10 2015 PERP41T CENTER T - -Mobile- PROJECT INFORMATION: BEACON A BANGOR/SCL SE03556D 10405 S1ST AVENUE SOUTH SEATTLE, WA SB178 BUILDING PERMIT Nn BAw. BY: Q-I2 REV. PER I- BJT Q572/A115 REV. PER REDLINES BJT Q3631 I. ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206-851.1106 =DRAWN BY: CHK. BY: JL BJ 51905 �p o d �F�,f.S SFB��Sr —JURISDICTIONAL APPROVAL: ENLARGED SITE PLAN _A11 h TOP OF GLUELAM POLE IELAM POLE S UN POLE 1 EXISTING WEST ELEVATION A 2 SCALE: NTS (P) 2" x 8' STD PIPE MOUNTED TO (E) PIPE MAST W/ (P) PIPE TO PIPE CLAMP (TYP OF ALL SECTORS) (SEE SHT. A-3: DETAIL 4) TOP OF (P) ANTENNAS 45'-0" AGL h TOP OF GLUELAM POLE U2 AGL h (P) T-MOBILE RAD CENTER 41'-0" AGL (P) (3) STYLE 3C TMA'S & (E) (6) STYLE 4 TMA'S MOUNTED BEHIND ANTENNAS (REMOVE (6) STYLE 4 TMA'S) (E) (3) T-MOBILE #TMBXX-6516-R2M ANTENNAS MOUNTED ON WOOD GLUELAM POLE TO BE REPLACED W/ (3) NEW COMMSCOPE #SBNHH-1D65C ANTENNAS (TYP OF 1 PER SECTOR) OVERHEAD LINE 32.3' AGL (E) SECONDARY LINE OVERHEAD LINE NOTE: EXISTING LINE IS SECONDARY DROP. NO HIGH VOLTAGE LINES ON POLE. PAINT NOTE: PROPOSED ANTENNAS/ATTACHMENTS & TMA'S TO BE PAINTED TO MATCH EXISTING WOOD GLUELAM POLE. (E) T-MOBILE WOOD FENCED COMPOUND 4'-9' 2 PROPOSED WEST ELEVATION A 2 SCALE: NTS \\-(E) 47-6- AGL WOOD GLUELAM POLE `(E) (12) 7/8- COAX CABLES ROUTED WITHIN GLUELAM POLE REVJDF ODE AP AUG City JILDI RECE YV F TUKWILA JUL 1 6 2015 PERMIT CENTER T • •Mobile• BEACON A BANGOR/SCL SE03SS6D 10403 S1ST AVENUE SOUTH SEATTLE, WA 98178 BUILDING PERMIT Na DAM DETAMMMON: BY: Q5MMIS REV. PER 1-A 8R QWMIS REV. PER REDLINES EJT Q-1-5 ISSUED DESIGN REVIEW BJT =PLANS PREPARED SY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851.1106 -DRAWN BY: CHK. BY: JL Si-] ,4 rH�s I9(15 G�- J =JURISDICTIONAL APPROVAL: SITE ELEVATION Am2 { NSN RADIO MODULE FOR LTE 700 PROPERTY VALUE HEIGHT 15.75" WIDTH 15.75" DEPTH 5.91NCHES WEIGHT 59.52 LEIS 1 FRLB DETAIL A3 SCALE: NTS PIPE TO PIPE CLA (SITEPRO PARTS LIST ITEM at BUANTITY 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 FLAT WASHER (STAINLESS STEEL) 8 2 600419-8 M8x1.25x25mm LARGE CARRIAGE BOLT STAINLESS STEEL 9 6 6/1R395 10 4 600419-10 M8xl.25xl 10mm LARGE HEX HnkD SCREW (STAINLESS ST 11 6 204001-15 M80.25 HEX NUT STAINLESS STEEL 12 2 225244 CLAMP PLATE 13 8 600419-24 14 8 204001-21 M12x1. 5 HEX NUT kAINLES6 STEEL 15 4 600419-12 1 m1w.nm mm- IALiIz tSUL I (b I AINLESS -;nd 17 11 601584 1 MOLYBDENUM DISULFIDE GREASE m" NOTES: FITS PIPES 1-1/2" TO 3-10. CLAMP THICKNESS 1/4", 1/2" x 8" THREADED RODS. (KIT INLUDES 2 OF THE CLAMP SET) 4 PIPE TO PIPE CLAMP DETAIL A3)SCALE:NTS }9Y C 15 3 6 11 9 7 15 BOTTOM BRACKET TOP BRACKET 2 ANTENNA BRACKET ATTACHMENT DETAIL A3 SCALE: NTS INDOOR /OUTDOOR - GROUND SOLUTION: WITH OVERHEAD DC & OVERHEAD FIBER. FRLB I I FRLB II FRLB INDIV. FIBER AND 112"CONDUIT POWER SUPPORT USEFROM J-BOX TO HGSMM-12 AND 1/2" FRLB OCLICK BLOCKS CUT BOOT FOR OC CABLE TO RECIEVE 1/2" CONDUIT AND SEAL WITH I"HEAT•SHRINK 6" J-BOx HOUSES #1DAkVG DC CABLE 1"CONDUITMEDIUM FOR #10AW G CABLE (2) PER FLRB 2" STD WT 3 ANTENNA ATTACHMENT DETAIL A 3 SCALE: NTS FOLLOW DUSTING JUMPER PATH SUPPORT FIBER CABLES WITH FA464124-RH EVERY 3' s GROUND SOLUTION DC & FIBER DETAIL A-3 SCALE: NTS W REVIEWED FOR CODE COMPLIANCE t APPROVED AUG 13 2015 of Tukwila VG DIVISION T - -Mobile- =PROJECT INFORMATION: BEACON A BANGOR/SCL SE03556D 10405 SIST AVENUE SOUTH SEATTLE, WA 98178 BUILDING PERMIT CIIIT. N0. DATE: "SOIIIPIION: BY: Q619=15 REV. PER 1-A BIT Q512/sY115 REV. PER REDLINES BIT Q-M-I8 ISSUED DESIGN REVIEW BIT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: JL BJ � iHO_yj 9 1� = JURISDICTIONAL APPROVAL: RECEIVED ITY OF TUKWI GENERAL DETAILS JUL 16 2015 DRAWING NUMBER: PERMIT CENT A 3 r n 1 ,1 n r (P) MECHANICAL (E) AGB MOUNTED NI BOND (P) ANTENI MECHANICAL CONNECTION 1 ELECTRICAL GROUNDING PLAN E-1 22.34 SCALE: 1/2" = 1' 11x17 SCALE: 1/4"= V 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 MANUFACTURER'S 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. ACERTIFIED 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 Tr ACCESSORY GROUND BAR ■ CADWELD • MECHANICAL CONNECTION COPPER GROUND ROD GROUND INSPECTION EXPOSED WIRING — — — — — — UNDERGROUND -- REVEEWED FOR CODE COMPLIANCE APPROVED AUG 13 2015 City of Tukwila BUILDING DIVISION CITY OF TUKWILA JUL 16 2015 PERMIT CENTER T • •Mobile- =PROJECT INFORMATION: BEACON A BANGOR/SCL SE03556D 10405 51ST AVENUE SOUTH SEATTLE, WA 88178 BUILDING PERMIT CHM N& CAM WS01"ON: BY: Q5/9R015 REV. PER 1-A BJT Q—IS REV. PER REDLINES &R QI MI-15 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206-851.1106 =DRAWN BY: CHK. BY: JL BJ t Hn,yj 519115 �`t`KoV;i, 6rl' —JURISDICTIONAL APPROVAL: ELECTRICAL GROUNDING PLAN Eml T • •Mobile• BEACON A BANGOR/SCL SE03W6D 1040S SiSTAVENUE SOUTH SEATTLE. WA 88178 BUILDING PERMIT ctm No. DAM D[SCRIPNBN: BY. /.,\ 5/9 M REV. PER t-A B.IT A—.15 REV. PER REDLINES -1 Q3131/ 6 ISSUED DESIGN REVIEW — =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851.1106 =DRAWN BY: CNK. BY: JL BJ B� � „•a�yq,, 19(15 37"1 R -JURISDICTIONAL APPROVAL: ELECTRICAL GROUNDING DETAILS Em2 SITE LOADING CHART SECTOR COLOR ANTENNA MODEL if VENDOR AZIMUTH ITN) MECHANICAL DOWNTILT ELECTRICAL DOWNTILT RADIATION CENTER ALPHA RED SBNHH-1D65C COMMSCOPE 0° 0° 5° 41'4rAGL BETA GREEN SBNHH-1D65C COMMSCOPE 90° 0° 2° 41'-WAGL GAMMA BLUE SBNHH-1D65C COMMSCOPE 170° 0° 2° 41'-0"AGL 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 T-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION. (SEE STEP 4.) 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMNS. HEAT SHRINK SHALL BE "CANUSA" WITH ADHESIVE. 8.69" � � 4.98" o Q 4.09" 9.09" 11.63" COMMSCOPE TWIN STYLE SC TMA MECHANICAL SPECIRrATIONS: PART LENGTH WIDTH DEPTH WEIGHT TMAT1921878-21A 9.09" 1 &W 4.09" 1 17.6 LB.S CONNECTORS MOUNTING CONNECTOR PART NAME TYPE'RF" 7-16DINFEMALE TW01DWLEXEDAWS'PCSTMA ELECTRICAL SPECIRCATIDI : FREQUENCY I FREQUENCY POWER HANDLING AWS 1710-1755 MHz I PCS 1850-1910 MHz 7-30 Vdc * 4.97" * � 5.e3• O O 4.48" 8.86" 11.16" COMMSCOPE TWIN DIPLEKER MECHANICAL SPECIRCATICIM PART# LENGTH WIDTH DEPTH WEIGHT E15V95P46 8.W 1 4.97- 4.4r 10.1 LBS CONNECTORS MOLwnNG CONNECTOR I PART NAME TYPE IRP 7-1 DIN FEMALE COM3AT-0STWIN DIPLEXER ELECTMCAL SPEMICATI IM FREQUENCY FREQUENCY MAXPOWER AIM 1710 - 2360 MHz LTE 698 - 894 MHz 7 - 38 V& ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 314• TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS BUTYL TAPE SHALL BE CUT (DO NOT STRETCH). COAT (ALSO KNOWN AS MASTIC, TAFFY TAPE) WITH 3M SCOTCHKOTE SPRAY SEALER ELECTRICAL TAPE (1 LAYER)—� CONNECTORS (TYP) tJr -1 Li » » 2» 7� 2" T 7r 4—T 4" Tr' 1 -1__4 _ Inl —y_ 1 STEP 1 STEP 2 STEP 3 STEP 4 I I I ! 1 I 1 COAXIAL CABLE WEATHERPROOFING RF-1 SCALE: NTS 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" • 1 3 2015 oo"�_.r of Tukwila BUILDING DIVISI COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER 1 HEIGHT WIDTH DEPTH WEIGHT SBNHH-1D65C in 11.9 in 7.1 in 49.61bs CONNECTORS I STANDARD MOUNTING HARDWARE 6 7-16 DI I INCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. 1710-2360 MHz t45° 17.7-18.5 dBi 64° t 6 VSWR I MAX INPUT POWER I ELEVATION B.W. 350 WATTS 5.01t 0.71 DECEIVED CITY OF TUKWILA JUL 16 2015 PERMIT CENTER 41 ET • ImMob le- PROJECT INFORMATION: BEACON A BANGOR/SCL SE035WD 10405 SiST AVENUE SOUTH SEATTLE, WA 98178 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: dIN. NO. DATE: DESCRIJIMON: BY: Q-15 REV. PER to BJT Q.15 REV. PER REDLINES SJT Q313112DIS 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: � 1R0;f 5191j5 ,? il =JURISDICTIONAL APPROVAL: =DRAWING TITLE: RF DETAILS =DRAWING NUMBER: RF 1 Tower ------------------- Grou d P--S ca<Hno Aft i1 F FSME UMTS AWS CoeteaMF G4 AMI PCs Dplxr HexF DrI7aa WS/ PCs A I s G T— ------------------------------------ 6ouM i1L'i nua `g All, CSR I •e : site Support 026 r;o,^^a e I y Stttu� ` . .— i S FSMF LTE Configuration 703E_GDSh (FRLB Ground diplexed with a Hexport for 700/UMTS AWS/GSM) TMA LTE controls all RET on Hex antenna 7 Legend LTE 700 LTE AWS GSM PCs UMTS PCs GSM 3 UMTS AWS UMTS' New Equipment upgraded equipment Reconfigured rows equipment C—d N 311 ODS N 3E 006 Be[a6 6an�" YCbrs FRLB RECEIVED CITY OF TUKVY JUL 16 2C3 PERMIT CENTER T--Mobile- PROJECT INFORMATION: BEACON A BANGOR/SCL SE035WD 10405 SIST AVENUE SOUTH SEATTLE, WA 98178 CISSUED FOR: BUILDING PERMIT REVISION HISTORY: CNv- N& DAM DESCIUMC N: BY: !2� 5RV2D15 REV. PER 1-A BIT SQM15 REV. PER REDLINES BTT /Q� /,\ 3l31-15 ISSUED DESIGN REVIEW BR PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 RAWN BY: CHK. BY: JL7 BJ `LICENSUREr J9(15 JURISDICTIONAL APPROVAL: =DRAWING TITLE: RF DETAILS DRAWING NUMBER: RF 2 J