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HomeMy WebLinkAboutPermit D15-0221 - T-MOBILE - ANTENNAST-MOBILE 4030SI40THST, BLDG 2 D15-0221 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 DEVELOPMENT PERMIT Parcel No: 7360600465 Address: 4030 S 140TH ST BLDG 2 Project Name: T-MOBILE Owner: Name: LEE JAMES KHUAN+MIMI DU Address: 3425 97TH AVE SE, MERCER ISLAND, WA, 98070 Contact Person: Name: CHRISTINE CONTRERAS Address: 918 S HORTON ST, SUITE 1002, SEATTLE, WA, 98134 Contractor: Name: MASTEC NETWORK SOLUTIONS INC Address: 1825 PONCE DE LEON BLVD , CORAL GABLES, FL, License No: MASTENS863JS Permit Number: D15-0221 Issue Date: 10/14/2015 Permit Expires On: 4/11/2016 Phone: (206) 523-1941 Phone: (866) 545-1782 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 ON AN EXISTING SEATTLE CITY LIGHT OWNED POLE. Project Valuation: $15,000.00 Fees Collected: $657.82 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Occupancy per IBC: U Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: 125 Sewer District: VALLEY VIEW SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 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: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: L Permit Center Authorized Signatur I Date: S 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 developmlrmit and agree to the conditions attached to this permit. / / Signature: Date: `Ully l s- Print Name c knrli rer :Eovlo 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" I CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.Rov Building Permit No. ( )I V — Project No. Date Application Accepted: _( Date Application Expires: Qit [s e use 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.: 7360600475,7360600465 Site Address: 4030 S 140th Street Suite Number: Floor: Tenant Name: T-Mobile New Tenant: ❑ .....Yes O ..No PROPERTY OWNER Name: James Lee (tower owner - Seattle City Light) Address: 3425 97th Ave SE City: Mercer Island State: WA Zip: 98070 CONTACT PERSON — person receiving all project communication Name: Christine Contreras Address: 918 S. Horton Street, Suite 1002 City: Seattle State: WA Zip: 98134 Phone: (206) 523-1941 Fax: (206) 260-7930 Email: ccontreras@rykaconsulting.com GENERAL CONTRACTOR INFORMATION Company Name: Mastec Network Solutions Address: 1203 114th Ave SE City: Bellevue State: wA Zip: 98004 Phone: (425) 214-7000 Fax: Contr Reg No.: MASTENS876KN Exp Date: 05/14/2017 Tukwila Business License No.: BUS-0996495 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: Munikumar 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: Address:, City: 67wgqb State: Zip: H:Wppliatio=\Fonns-Appliations On Ianet2011 ApplicationsTarnit Application Revised - 8-9.1 Ldocx Revised: August 2011 bh Page 1 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 with (3) new antennas on an existing Seattle City Light owned pole. Will there be new rack storage? ❑..... Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below N/A Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1 Floor 2 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) 0 *For an Accessory dwelling, provide the following: Lot Area (sq ft): 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 PROTECTION/HAZARDOUS MATERIALS: ❑....... Sprinklers ❑....... Automatic Fire Alarm .......None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ ....... Yes ❑ .......No If "yes', attach list ofmaterials and storage locations on a separate 8-112 " x 11 " paper inclu&ng 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. HM"ficetions\Fotms-Applicetimn On Line\2011 ApplicationsTm iit Application Revised - 8-9-1 l.dooc Revised: August 2011 Page 2 of 4 bh PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): N/A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. NSA 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 apply): ...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... " ❑ ...Temporary Water Meter Size.. " ❑ ...Water Only Meter Size............ " ❑ ...Sewer Main Extension.............Public ❑ ❑ ...Water Main Extension.............Public ❑ FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer WO# WO# WO# Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding []...Deduct Water Meter Size Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:Wpplicatsi mWo ms-Applications On Lme\2011 ApplicationsTemut Application Reviced- 9-9-11.dooc Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING Date: 08/25/2015 Print Name: Christine Contreras Day Telephone: (206) 523-1941 Mailing Address: 918 S. Horton Street, Suite 1002 Seattle WA 98134 city state zip H:Wpplimti \Form®-Applimtiotm On Line\2011 Applimtionv\Pcmit Application Revived - 8-9-1 Ldoc Revived: A,gurt 2011 Page 4 of 4 1h DESCRIPTIONS PermitTRAK QUANTITY 1 $408.02 D15-0221 Address: 4030 S 140TH ST BLDG 2 Apn: 7360600465 $408.02 DEVELOPMENT $388.80 PERMIT FEE R000.322.100.00.00 0.00 $384.30 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $19.22 TECHNOLOGY FEE TOTAL FEES • ,ID BY RECEIPT: R6427 R000.322.900.04.00 0.00 $19.22 $408.0 Date Paid: Wednesday, October 14, 2015 Paid By: TMOBILE Pay Method: CHECK 3195842 Printed: Wednesday, October 14, 2015 1:37 PM 1 of 1 (rp" SY57EM5 Date Paid: Friday, August 28, 2015 Paid By: T-MOBILE Pay Method: CHECK 3139444 Printed: Friday, August 28, 2015 3:15 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit N-111SPECTION 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 :Type - �4 /e, T of Inspect"on: � W Address: yy��LL Ll ®'b .-G , I f J! Date d: 2—' Sp cial Instructions: hate anted a.m. --( P.M. Requester: Phone No: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. STRUCTURAL LOAD ANALYSIS COMMUNICATION- STEEL POLE FILE T-Mobile on SCL Steel Pole T-Mobile Site: Birch Crest & 142nd/SCL/Lee, SE03559F 4030 S 140th Street FtEMWED FOR Tukwila, WA 98168 CODE CoMPLIANOE C APAMED OCT 0 2 2015 . RECEIVED CITY OF TUKWILA AUG 2 8 2015 PERMIT CENTER PSM Job # B 15022 City of TuWla BUILDING DIVISION 0 21.02-) PS N11 F N, I," i \- , . S , C () x0 p ii 1- 2 0 6 .. 0 4 0 V, AS 14 1 NC, C0 N U, S A 2 0 6 6 2 0 ?- L PRj July 29, 2015 PSM Job #B 15022 Subject: T-Mobile on SCL Steel Pole T-Mobile Site: Birch Crest & 142nd/SCL/Lee, SE03559F 4030 S 140th Street Tukwila, WA 98168 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, Per your request, PSM Engineers has analyzed the structural capacity of an existing steel pole at the above location. This steel pole was previously analyzed by PSM under job number C13038 in April of 2013. Part of those analyses has been used here for validity and reference for the current analysis. The 16" diameter x 1/2" thick steel pole was analyzed for three loading conditions: NESC 250B medium load, 250C extreme wind load, and a broken conductor load case. Wind loads were determined using a 3-second gust wind speed of 85 mph as designated in the NESC. Rule 250D (extreme ice loading with concurrent wind) will never govern design in Tukwila 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. Thus we can conclude that rule 250D will never control design for poles in this region. As shown in the attached sketch, all modifications, future, and existing conductors, and appurtenances are considered in the analysis. Among these are: Rad center at 41'-3" (Proposed & Existinz T-Mobile - Al in sketch) (3) Proposed Commscope SBNHH-1D65C antennas (3) Proposed Commscope Twin Style 3C TMAs (3) Proposed Commscope Twin Diplexers (3) Existing Commscope Style 4 TMAs (6) Existing Andrew Diplexers (12) Existing 7/8" coax inside steel pole mount This analysis is invalid if any other equipment is attached to the steel pole. In such a case, a separate, supplemental structural analysis will be necessary. 'i'0 6"T'i-i As i, 6Uf i+V>"'V ..4,I .KS206-6'?,1_40 Our analysis showed that the existing steel pole is structurally adequate with the above appurtenances and loading criteria. The anchor bolts and base plate are also structurally adequate. The existing foundation is a drilled pier 5'-0" in diameter and 12'-0" deep. The foundation is found to be structurally adequate based on foundation design per our past report (PSM job # C03129). Summaries of load vs. capacity percentages are as follows: Pole stress / allowable stress: Anchor bolt stress / allowable stress: Base plate stress / allowable stress: 82 % J OK 26 % J OK 42 % I OK We hope that our report has served your purpose. Please feel free to call us with any questions or comments regarding the contents of this document. Thank you. Sincerely, Muni Vimawala P.E., S.E. PSM Engineers Attachments: 1. Current steel pole analysis calculations 2. Steel pole information F5- M Attachment I Current Steel pole Analysis Calculations 0 (1 AN N w) I ij, o,,,, i, 410 2 2 4 0 9812) U'S'A -4 PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 n 50 Conduit GUV height stakeout angle diameter (12) 7/8" coax within pole n/a 206.622.4580 www.psm-engineers.com B15022 NESC Pole Loads SS.xlsx ...... ..... 101 gum wan ------ NIH H H ---- ------ :''H ----- ------ U11111 Him 6UHINI-I San- 115 --- ---- gp--- 1? - ------ --- ROSY ME Hill lit T � t �j 8 .H. Ai -9 LU CO Cl- . . . . . . . . . . ...... .... q, q q 7 7 ........... F. . . . . . . . . . ---- ------ .. ...... ..... ...... ..... ... ...... ... .. ...... ...... ...... ft . . . . . . . . . . . S 10 S S ..... ...... ...... > > 9 I Z I > I > > > > > > > ... ...... ... ..... .... V A A K ri F PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 JC,S� B15021 DATE "128.2015 SIbi Stan PriO BIM I Wind Tension Wind Tension Vertical Inp"t From Level (Long) (Long) (T,-.) (T,..v.) 250B Leads: (lbs) 65 (lbq) fllb�) (Ibs) Ai 0 0 206 0 1055 A2 66 0 148 880 330 79 0 79 1650 237 A4 0 0 30 0 80 0 0 131 0 260 AS 0 0 125 0 252 A7 0 0 200 0 895 AS 0 0 0 0 0 Lead Ca- bl' 1 VI,HLUAIJ VAU I QHS x LOADS 25OB:Wwd 2.50 1 . 2-1. 1-. 1-. �0.61 Wind Tons- Vertical (Transv,� (T�ansv,) LEVEL (lbs) bs) (Ibs) Al A2 0 1 64 0 0 515 371 0 1452 1583 495 A2 1 97 0 1 97 2723 3 6 A4 0 0 75 0 120 A ; 0 0 328 0 390 AS 0 0 313 0 378 All AS 0 0 0 0 500 0 0 0 1343 0 Load Case: OVERLOAD FACTORS x LOADS 25OB: Wood 0.26 1.00 0.66 1 To O�66 O�60 W nd Tension Vencal Transv.) (Tranay.) LEVEL* Yon) A 0 0 NJ 6 Lb 3 A2 66 0 148 581 IV21 A� 79 0 0 0 79 30 1089 0 T 42 48 A' 0 0 1 31 0 1 56 AS 0 0 1 25 0 1 51 A7 AS 0 0 0 0 200 0 0 0 537 0 Load Case, 6F OVERLOAD FACTORS � LOAM 250B:METAL 1.00 2.50 1.65 2.50 1.65 1.50 Wind Tension Wind Tension Vertical (Lang) (Long) (Trarov.) (Tramv.) (lbs) (Ibs) (J'�) (11�) (lbs) 0 0 515 0 1583 A2 1 64 0 371 1452 495 ki 1 97 0 197 2723 356 AA 0 0 75 0 1 20 A' 0 0 328 0 390 AS A7 AS 0 0 0 0 0 0 313 500 0 0 0 0 378 1343 0 Load Case, IVERLOAD FAC U116 � LOADS 250B: Guys 1 2.50 1.65 1.50 Wi W Tension Wind Tersion Vertical (Long) (Long) (Tramv.) (Tramv.) LEVEL: lies) (Ibs) (Ib�) (Ibs) likes) Al 0 0 515 0 1583 A2 �64 0 371 1452 495 A3 A4 97 0 0 0 197 75 2723 0 356 120 A; AS 0 0 0 0 328 313 0 0 390 378 A7 As 0 0 0 0 500 0 0 0 1343 0 Load 5"": F C S- I 250BOeflaction JSOO 1 00 1 1 00 Wi T-On � W rof -T-on Ho V. 1-1 Long) (Lo I (T�ansv.) (T�ansv.) LEVEL: (Ilos flh7f lbs) lbs) (lbs) At 0 0 206 0 1055 A2 A. A5 AS A7 AS '15 79 0 0 0 0 0 0 0 0 0 0 0 0 148 79 30 i3i 25 200 0 880 1650 0 0 0 0 0 330 237 80 260 252 895 0 .. LB P �ILES) 1. 2506 WOOD DESIGN 4PSF x 2.5 � 1.6 16 psf Z 2 B WOOD DES GN 4PSF � 1.0 x 1.6 6.4 psf 50 1( 3. 250B GUY DESIGN = 4PSF x 2.5 x 1.6 = 16 psi 4. DEFLECTION LOADING= 4PSF x 1.0 � 1.6 = 6.4 psf note: for Wood pole design only one of tre two wood pule designs is required. Option 2 reoconninerded for wood pole nonlinear analysis by PILS POLE V= Vertical (gravity) loads T= Transwrse loads L= Longitudirial loads LOSY MUEDULE NESC L.79 (15- IN 'AL, 4 PSF WIND, 1/4" ICE) 1. 250B: WOOD DESIGN STRENGTH FACTOR=0.65 V T L (lba) (IbS) Rios) Al 1583 515 0 A2 495 1823 164 fC, 356 2919 197 A4 120 75 0 A' 311 328 1 46 378 313 0 A' 1343 500 0 A S S 0 0 0 2. 250B: WOOD DESIGN**' STRENGTH FACTOR=0.26 V L ilb�) flT bs hs)- Ai 633 206 0 A2 1 :91 729 66 /c, 12 1168 79 A4 48 30 0 AS 156 1 31 0 A.1 15� 1 5 0 A7 53, 200 0 AS 0 0 0 3. 25OB: METAL POLE DESIG N_ _L STRENGTH FACTOR=1.00 V T L flos) (lbs) (lbs) A! 1583 515 0 A2 495 1823 164 A3 356 291 9 197 A4 120 75 0 AS 311 128 0 AS 378 313 0 A? 1343 500 0 AS 0 0 0 4. 250B: GUY DESIGN - STRENGTH FACTOR=0.90 V (Ibs) (Ilbs) T L (les) Ai 1583 515 0 A2 495 1 823 ki 356 2919 1 97 A4 120 75 0 3go 328 0 AS 378 1 3 3 0 Al 1343 500 0 AS AS 0 0 0 S. DEFLECTION LOAD - STRENGTH FACTOR= 1.00 V T L (Ilbs) (Ibs) (lbs) Al 1055 206 0 A2 330 1028 66 A3 237 1729 79 A4 80 30 0 A5 260 1 31 0 A61 252 1 5 0 A7 895 200 0 AS 0 0 0 206.622.4580 -psm-ergineers.corn B15022 NESC Pole Loads SS.xlsx PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 J : B15022 DATE: Jul B ' Soubj: Steo� POIC BY: MV7�� Wind Tension Wind Tension Vertical Input From Level (Long) (Long) (Transv.) (Transv.) 250C Loads: (Ibs) 65 (Ibs) (lbs) (I bs) A 1 0 0 969 0 1055 A2 -151 0 241 880 ill A3 -77 0 81 1650 79 A". 0 0 120 0 80 A5 0 0 298 0 113 A6 0 0 270 0 112 A7 0 0 588 0 655 AS 0 0 0 0 0 Load Case: SF OVERLOAD FACTORS x LOADS 250C:Wood 0.75 1.00 1.00 1.00 1.00 1.00 Wind Tension Wind Tension Vertical (Long) (Long) (Transv.) (Transv.) LEVEL: (Ibs) (Ibs) (Ibs) (lbs) (lbs) All -- 0 0 869 0 1055 A2 -151 0 241 880 ill A3 -77 0 81 1650 79 A4 0 0 120 0 80 A5 0 0 298 0 113 AS 0 0 270 0 112 A7 0 0 588 0 655 AS 0 0 0 0 0 Load Case: SF OVERLOAD FACTORS x LOADS 250C: Metal Pole 1.00 1.00 1.00 1.00 1.00 1.00 Wind Tension Wind Tension Vertical (Long) (Long) (Transv.) (Transv.) LEVEL: (lbs) (Ibs) (lbs) (Ibs) (lbs) A! 0 0 869 0 1055 A2 -151 0 241 880 ill A3 -T7 0 81 1650 79 A4 0 0 120 0 80 A5 0 0 298 0 113 AS 0 0 270 0 112 A7 0 0 588 0 655 AS 0 0 0 0 0 Load Case: SF OVERLOAD FACTORS x LOADS 25OC: Guys 0.90 1.00 1.00 1.00 1.00 1.00 Wind Tension Wind Tension Vertical (Long) (Long) (Transv.) (Transv.) LEVEL: (lbs) (Ibs) (Ibs) (Ibs) (Ibs) A -.' 0 0 869 0 1055 A2 -151 0 241 880 ill A3 -77 0 81 1650 79 A4 0 0 120 0 80 A5 0 0 298 0 113 AS 0 0 270 0 112 A7 0 0 588 0 655 AS 0 0 0 0 0 5.. 250C WOOD DESIGN = 25PSF x 1.0 x 1.6 = 40 Psf 6.. 250C GUY DESIGN = 2OPSF x 1.0 x 1.6 = 40 psf V= Vertical (gravity) loads T= Transverseloads L= Longitudinal loads LOADING SCHEDULE NESC LOAD CASE 250C: EXTREME (60'NrFIAL, 20 PSF WIND +/-, NO ICE) 7. 250C: WOOD DESIGN STRENGTH FACTOR=0.75 V T L (lbs) (lbs) (lbs) Al 1055 869 0 A2 111 1121 -151 A3 79 1731 -77 A4 86 120 0 A5 113 298 0 AS 112 270 0 A7 655 588 0 AS 0 0 0 8. 25OC: METAL POLE DESIGN STRENGTH FACTOR=11.00 V T L - (Ibs) (Ibs) (lbs) Al 1055 869 0 A2 111 1121 -151 A3 79 1731 -77 A4 80 120 0 A,-5 113 298 0 AS 112 270 0 A7 655 588 0 AS 0 0 0 9. 25OC: GUY DESIGN STRENGTH V T L (lbs) IFACTOR=0.90 (Ibs Ibs Al 1055 869 0 A2 111 1121 151 A3 79 1731 -77 4 80 120 0 A5 113 298 0 AS 112 270 0 A7 655 588 0 AS 0 0 0 206.622.4580 wvvw.psm-engineers.com B15022 NESC Pole Loads SS.xIsx I !2 �a 13) LLI U) ............. .......... ............... .............. I �Hz M .66666 . 666666 ...... 666666 ...... 666666 6 ....... ...... ...... �RRRR. ...... q­q. ...... .... qq, ...... . qRqq ...... 1 W . � . . . . . . . . . ---- ------ ou 666 . . . . . . Uz .... ...... . . ...... ...... ...... ...... .. .0 N-o—, 6 zzz'... . . . . . . . . . . . ---- ------ --- ------ ----- ...... ...... .. .... ...... ...... ...... ...... HM 9 q; le PSM Engineers 2200 6th Ave., #601, Seattle, WA 98121 JOB, B15022 DATE, SU� Sl By I I put, Wind Tension W,od Tonsion Vertical Input From Level (Long) (Long) (Tra (Tramv.) 250B Loads: (lbs) 65 (,:)v.) (Ibs) (lbs) A! 0 0 206 0 1055 A2 66 0 148 880 330 79 0 79 1650 237 A4 0 0 3 0 0 so A5 0 6000 0 260 AS 0 0 131 25 0 252 A7 0 0 200 0 895 AS 0 0 0 0 0 Load Case: SIF OVERLOAD FACTORS x LOADS 250B:Wood _0.65 2.50 2.50 1.65 1.50 Wind Tension Wind Tension Vertical Long) (Long) (Tranav+) (Tra-) LEVEL: (b.) (ba) (lbs) (bs) (lbs) At 0 0 515 0 1583 A2 1 64 0 371 1452 495 Ni 197 0 197 2723 356 AA 0 75 0 120 &� 0 9900 328 0 3 0 A6 0 a 31 3 0 378 A7; 0 0 500 0 1343 AS 1 0 0 0 0 0 Load Case, 07F-R-L075 PAM= . LOAUS 25OB: Wood 0.2 -�O ..SS f -So 0.�. O..S Wind I Inalo, Wlrl1 Tension V,,ti,81 (Lonq) (2 (Trzv) (Trz,) LEVEL: (bs) s n)s) Ibs) (lbs) At 0 0 206 0 633 A2 66 0 1 48 581 A2 79 0 79 1089 i90 42 Al 0 0 30 0 48 ; 0 3960 131 0 156 ZA 0 0 125 0 151 A7 AS 0 0 0 0 200 0 0 0 53 0 Load Case; 5F OVERLOAD FAG i uHb x LOADS 250ISMETAL 1 .00 1.75 1.00 1.75 1:00 1.25 Wind Tension Wind Tonsion Vertical (Long) (Long) (T�ansv.) (T�ansv.) LEVEL: (Ibs) �Ibs) Ibs) be) (lbs) At 0 0 360 0 1319 A2 1 15 0 260 880 413 A " 1 38 0 1 38 1650 297 A4 A5 A6 0 C 0 0 6000 0 53 230 21 9 0 0 0 1 00 325 3 1 5 A7 As 0 0 0 0 350 0 0 0 1119 0 Load Case: SIF OVE-R-LOAD FAUMR-s. LOAD, 25OB: Guys 0.90 z. 1.65 1.50 -- Wind Tonsion Vertical (T�anev.) (T�arsv.) LEVEL: Ibs) Ibs) A A2 0 1 64 0 0 515 371 0 1452 1583 495 k9 A4 1 97 0 0 0 197 75 2723 0 356 120 All 0 9900 328 0 390 AC A" AS 0 0 0 0 0 0 313 500 0 0 0 0 378 1343 0 Load Case, OVERLOAD FACTORS x LOADS 25013:Deflection 1.00 1.00 1.00 1.00 Wbi no Tension Wind Temion Vertical Zng) (Lc ) (Tranev.) (Transv.) LEVEL: (I s) (IbT (lbs) (bs) (Ift) At A2 A 0 66 79 0 0 0 206 1411 79 0 1110 1650 1055 330 237 A� A5 AS 0 0 0 0 6000 0 30 131 1 25 0 0 0 80 260 252 A7 As 0 0 0 0 200 0 0 0 895 0 1 �",) � RE' SURE C IN Cu,-POL.F x Of. F x St RPE FACjQ&fQ 1, 8 EDLES1 1. 250B WOOD DES!GN - 4PSF : 2.5 �x 1.6 - 16 psf 2 25OBWOODDESGN=4PSF 1.0 6 = 6.4 pSf 3. 250B GUY DESIGN = 4PSF x 2.5 x 1.6 = 16 pef 4. DEFLECTION LOADING= 4PSF x 1,0 � 1.6 = 6.4 PSI` note: for Wood pole design only one of the two wood pole designs is required. Option 2 reccornroarded for wood pole nonlinear analysis by PILS POLE V= Vertical (gravrty) loads T= Transverse loads L= Longitudinal loads �CASE250B � NESC LOAM (15-IN IAL, 4 PSIF WIND, 1/C ICE) 1. 250B: WOOD DESIGN STRENGTH FACTOR�0.65 V T L ((bs) (Ibs) (Ibs) Al 1583 515 0 A2 495 1:11 A3 356 19 114 9 A4 120 75 0 A5 391 321 1101 AS 378 31 3 0 A7 1343 500 0 AS 0 0 0 2. 2bUIb; WOOD DESIGIT" STRENGTH FACTOR=0.29- V T L (Ibs) (lbs) (Ibs) All 633 206 0 A2 19a 729 66 Ki _: 1 1168 79 A4 48 30 0 AS T 131 3960 AS . 5 1 1 25 0 A7 511-1 200 0 AS 0 0 0 3. 25OB: METAL POLE DESIIN ST Pt= 1 .00 V T L (Ibs) (lbs) (lbs) A! 1319 360 0 A2 413 1140 115 A3 297 1788 138 . 1 00 53 0 AS 325 230 6000 AS 31 5 219 0 A7 1119 350 0 A8 0 0 0 4. 25OB: GUY DESIGN STRENGTH FACTOR�0.90 V T L (lbs) Ub.) (Ibs) At 1583 515 0 A2 495 1823 . 356 2919 �64 97 A4 1 20 75 0 AS 390 328 9900 AS 378 313 0 A7 1343 500 0 ��S 0 0 0 5. UEFLECT ION LOADI NO STRENGTH FACTOR=1.00 V (Ibs) T (lbs) L (Fos) Al 1055 206 0 A2 330 1028 66 AS 237 1729 79 A4 80 30 0 A5 260 1 31 6000 AS 252 125 0 A7 895 200 0 AS 0 0 0 206.622.4580 -psm-engirears.com B15022 NESC Pole Loads SS - brokan..Is� PSM Engineers Job: B15022 2200 6th Ave Suite 601, Date: 28 July 2015 Seattle, WA 98121 By: My OFFICE (206) 622-4580 / FAX (206) 622-0422 Re: TIA-222-G Discrete Appurtenance Loading Pole information Height, h 45.25 ft V 85 mph Structure Class II 1 1.00 Wind Load Factor 1.6 Dead Load Factor 1.2 Discrete Aouurtenance Calculations Height Appurtenance Description (ft) 42.75 (3) Cornmscupe SBNIIH-ID65C antennas 42.75 (3) Commscope Twin Style 3C TMAs 42.75 (3) Commscope Twin Diplexers 42.75 (3) Commscope Style 4 TNTAs 42.75 (6) Andrew diplexers 4175 mounts Exposure Category B H NA Topographic Category 1 Qty length width depth weight Aspect_N Aspect_T CaN CaT (in) (in) (in) (lb) 3 96.0 11.9 7.1 49.6 8.10 13.52. 1 A,I 1.62 3 91 8.7 4.1 17.6 1.05 :.22 120 3 8.9 5.0 4.5 10.1 1.73 1..98 1.20 1.-,0 3 10.0 8.6 4.7 22 1.16 2.13 1.20 i .20 6 7.6 7.4 2.8 7.9 1.0.3 2.71 1.20 1._1 1 - - - 710 - - - - qz Kz Kd Gh Ka EPA _N EPA_T EPA_A F_A Weight Level or Node (psf) (sq ft) (sq fry (sq ft) (lb) (lb) 13.621 0.75 095 1.10 1 1.1.1 7,7 28.5 683 174 13.62.1 0.775 0.95 1.10 t 0.7 0.3 1.5 35 63 13.621. 0.- 0.95 L.10 1 oA 03 L l 25 316 13.621 r;.775 0.95 1.10 I (}.7 0.4 1.7 a0 79 13.621. 0.775 0.95 i..10 1 ().9 0.4 1,9 47 57 13.621 0.775 0.95 1.10 1 - - 12.0 28S 832 1118 1266 AI PSM Engineers Job: 615022 2200 6th Ave Suite 601, Date: 28 July 2015 Seattle, WA 98121 By: MV OFFICE (206) 622-4580 / FAX (206) 622-0422 Re: I IA-222-G Discrete Appurtenance Loading w/ice Pole Information Height, h 45.25 ft Vice 40 mph Structure Class II 1 1_00 Wind Load Factor 1.0 Dead Load Factor 1.2 ice thk. 0.25 in Discrete Appurtenance Calculations Height Appurtenance Description (ft) 42.75 (3) Conmr cope SBNHH-ID65C antennas 42.75 (3) Comrnscope Twin Style 3C TMAs 42.75 (3) Conanscope Twin Diplexers 42.75 (3) Commscope Style 4 TMAs 42.75 (6) Andrew diple.xers 42.75 mounts Exposure Category B H NA Topographic Category I Qty length width depth weight Aspect_N Aspect_T CaN CaT (in) (in) (in) (lb) 3 96.5 12.4 7.6 80.5 T81 12.70 143 E.59 3 9.6 9.2 4.6 20.1 1.041 2,09 1.20 1.2() 3 9.4 5.5 5.0 11.8 L-, I 1.88 1.20 i 10 3 t0.5 9.1 5.2 24.8 1.15 21_)2 1.20 , -10 6 8.1 7.9 33 9.5 1.03 2.45 1.20 1.20 1 - - - 850 - - - - qz Kz Kd Gh Ka EPA_N EPA_T EPA_A F_A Weight Level or Node (psf) (sq ft) (sq f) (sq ft) (lb) (lb) 3 016 0.775 095 1.10 I. 11.8 8.1 2 9. 9 99 290 -016 0.- 0.95 i.10 I. Q7 Il.d 1..7 5 ,<. 3.016 0.775 0.95 1.10 1 0A 0.4 1.2 4 '12 3.(116 0.775 0.95 iA0 1 0.8 11.5 1_9 6 89 3.016 0.775 0.95 1.10 I t.I. 0.4 _.., 8 65 3.016 0.775 0.95 1.10 l - - 15.0 50 10,20 172 1582 Al PSM Engineers 2200 Slit Ave.. #601. Seattle, WA 98121 JOB: B!S02.2. DATE: Jul::1i. 2015 Sub': St.; Ink,BV: =r. 16" dlemeter x 0.5" Ihkk areal oba ml, IN - 16 in In 0.50 in ty = 35 ksi L • 34.50 0 A = 22.70 iet2 Z- 112.00 Ina I = 695.00 In4 • 5.09 In w • 42.10 IN weight of coax (12@2 In . 24 p8 add 5 p8 2508 Wind • 4 psf Ice Ink • 0.25 in OLF wiW CLF weight . 1.5 If . ph = -ighl • 106.65 p4 454 = 4826 IS F- tO psf x 47.4 it 474b OTM= 474IN z 17.3 it 8183 Wt 1. nOB: METAL POLE V T L (T'+L"" h Fa h. Mom Mom. bs IN INS) (ill (Wo At 1583 515 0 515 t2,'9 21%5 A2 495 18M IS4 '"1 29.4 53818 A3 356 Me 197 2926 29.5 77530 Ad 120 75 0 75 0.5 2063 A.6 390 328 0 328 2Z.5 J389 A6 378 313 0 313 20.1 6286 1.' 1303 500 0 500 13 9501 A8 0 0 0 0 0 0 S11M5 4fifi4 6487 178581 sumW • 9490b sumF. 6961 IS sunlJTN 186764 b-fl k = 2.1 1 So deha - 7.0] in Pdeka - 5.59 k-it Pu. 9A9 k hb - 255m k-B ph In . .7.07 k PNW . 3920 k in Con4bed stress check (steel oob) PufphiP'+wphikh- 0.11Y < 1 OK Check 4" Sid If, ..-Ion Me. TIA.222-0 wind w/0.Sr IS, V ('P+L'1" h Fxh. Mombs �TL (bs) (t0 (b-f0 At 158'i 515 6.75 3473 W . 1583 IN F- 118 b I,- 7547 ISft k kth- 9A0 detla = 3.31 k- Pdeka - 0.44 k-(I P 1S6 k kN = 7.98 k-It philn- phbfi= 23.16k 142 kin Cambbed sires check feat nice) PulphiP,+WphiW- 0.74 < 1 OK 4" di.mter atd P4m extension diameter 4.5 in tl 0.24 in ty = 35 ksi L- to 75 A= 297 in2 Z. 4.05 M3 6.82 in0 51 in w• low p8 2m Wind 20 psl Ica ink Din OLFwind OLFweighl cf- 1 phi = weight= 71.10 p9 451t = 3217IN F. 20 psf 46.00 eft 920 a,Ow- 920b x 17.4 it = 158M b-t1 2 250G' ETAL POLE V T L (Te. of h Fx h. Mom (ft) (es bs (bsl IN) Will Al 1266 1118 0 rite 47]95 All ill1121 - 15 1 1131 24.4 332Q A'. ]9 1731 -77 1732 21.5 45905 A4 80 120 0 120 27.5 3295 AS 113 - 0 nif 22.5 671 AS 112 270 0 270 20.1 5436 .A7 fi55 568 0 588 19 11180 BUNG 2411 5258 153558 sumW . 56341. sumF - 6179 b S-OT 169428 Qfl zwc nazzz-c wIM wro me V T L (T.+0)" h Fxh-Nbm bs bs bs (bs) (16 (trf0 At :20:: 1118 C ilia 6.75 7547 Medium kladino - Broken conductor WiM 4 psf 0.25 in OLFwi 175 we Mr-idgh 1..25 - If = 1 weight= 88.88 pa 451t = Q. IS F - 7.1 47.44 sff - 332 IS Ow- '2 b x 5.38 1 nOB: METAL POLE V T L (T°+L')1Q h Fxh=Abm bs bs) (bs (bs) 110 (b-f) At 1313 1360 0 360 42.%5. 15396 A2 4!3 ' 140 1 15 1146 N 4 33680 A3 17 1703 !38 1793 25.5 47511 A4 53 0 53 27.5 1444 AS 325 230 6000 6004 2-5 135M As I 2!9 0 219 20.1 4400 �4ti9 "1"0 350 19.0 6651 0 0 0 0 0 sUN6 3686 9924 244192 111W - ]sae IS-F = sumOTM= 10257 b 249910Ib-il 20fi.622.4580 wxw.psmeigineers.com 815022 NESC PSIS Leads SS.z6x PSM Engineers JOB:1315022 2200 6th Ave, Suite 601, DATE: Jul. 28, 2015 1 Seattle, WA 98121 SUBJECT: Anchor Bolt Check (206) 622-4580 / FAX (206) 622-0422 SITE: T-Mobile (SE0355 ANCHORBOLTCHECK Input Data: Max moment at base of pole, M 250,0 k-ft (SID) Number of anchor bolts, n 4 bolts Bolt circle diameter, Bc 21.00 inches Anchor bolt length, Lb 84 inches Bolt diameter, clb 2.25 inches Anchor bolt area, AA13 3.98 in 2 Bolt embedment, Le 72 inches Ultimate strength of bolts, Fu 90 ksi Yield stress of bolt, Fy 60 ksi Calculations: Section modulus of bolt group, S group: Sgroup � 11c = 0.5*n (B,12)2 / (B'12) 21.0 in3 Max bolt force : Fmax = (MmaxIS group) 61.9 kips Max bolt stress, F, = Fmax / A AB 15.6 ksi Anchor bolt allowable stress: Phi(Fn) = 1.0-Fy 60 ksi FS = Faflo.ble / F, 3.86 Stress ratio: 0.259 OK PSM Engineers Anchor Bolt Check BY: mv raivi r-lTyineers OB: B15022 2200 6th Ave, Suite 601, DATE: Jul. 28, 2015 BY: MV Seattle, WA 98121 SU BJECT: Base Plate Check OFFICE (206) 622-4580 / FAX (206) 622-0422 1 'STE T-Mobile (SE03559F) BASEPLATECHECK Input Data: Base plate shape Square Diameter of base plate (or width across flats) 20.00 in Thickness of base plate 2.50 in Yield stress of base plate steel, Fy 36 ksi Number of bolts outside bendline 1 Bolt circle diameter 21.00 in Monopole base diameter (across flats) 16.00 in Number of bolts 4 Bolt force 61.9 k Calculations: Moment arm 2.50 in Moment in Plate 155 k-in Length of bendline, b 7.29 in Plastic modulus, Z 11.4 in' Bending stress in plate, f, 14 ksi Stress capacity of plate, Phi(Fb) 32 ksi Stress ratio: 0.419 OK PSM Engineers Base Plate Check 2200 6th Ave, Suite 601, Seattle, WA 98121 OFFICE (206) 622-4580 / FAX (20616 JOB: B15022 DATE: Jul. 28, 2015 BY: mv SUBJECT: Pier Foundation check SITE: T-Mobile (SE03559F) PIER FOUNDATION CHECK Start Input Data: T,Kl.iAnA'1__Pr%1HJnAT1A�. A Mn 1 ­0 A I ­­10= Allowable Lateral Brg Class of Materials Foundation Depth Lateral Sliding Pressure below N.G Coefficient Resistance I (psf) (psf/ft depth) (Psf) q all" 1. W 1. Massive Crystalline bedrock 12000 1200 0.7 2. Sedimentary and foliated rock 4000 400 0.35 3. Sandy Gravel and / ;r gravel GW & GP 3000 200 1 0.35 4. Sandy, silty, clayey sand, silty gravel and clayey gravel (SW,SP,SM,SC,GM,GC) 2000 150 0.25 5. Clay, sandy clay,silty Clay and clayey silt (CL,ML,MH and CH) 1500 100 - 130 Overturning Moment applied at top of pier OTM 175,000 lb-ft (Service loads) Applied lateral shear force V 7,180 lbs Diameter of pier b 5.00 It Depth of pier L 12.00 It Allowable lateral soil -bearing pressure P 400 psf / If = 2 x p ave, (acts over two pier d Pier extension 0.00 It Dist from ground surface to point "P" h 24.4 ft - OTM / Shear + Pier Extension Trial depth, V' "d" 12.0 If -- but not greater than 12ft Top soil layer discarded Y 2.0 It Computations As Per IBC 2012 Section 1807.3.2.1 Nonconstrained of soil I a="d"/3 4 It ..Ftop S, - p / 3 1600 psf A = (2.34 P) / (Si b) 2.100 d = (A/2) [1 + (1+ (4.36 x h' / A))-"] IBC (18-1) 8.891 ft REQUIRED DEPTH = 10.9 ft Provided Embedment = or > Required depth, Pier O.K. for Lateral Load Maximum Moment in Pier y"=distance to pivot point 1.794975 It M-maximum moment in Pier 197951.63 lb-ft 198.0 kip ft Computations for Minimum Required Passive Pressure Trial Passive Pressure 200 psf ft Use 2 x Trial Pp (over 2 pier diameters) 400 psf It a="c"73 4 It S, p V' / 3 1600 psf A (2.34 P) / (Sl b) 2.100 d (A/2) [1 + (1+ (4.36 x h' / A))�"] 8.891 It Required Depth using trial passive pressure= 10.9 It Required Passive Pressure for provided depth= 200 psf It Required Passive Pressure 100.00/0 Allowed Passive Pressure PSM Engineers Pier Foundation Check LIS -4,3fd-Av.e- 7FU z 00' 00 Zo F-- Nt lz A6 Attachment 2 Steel Pole Information T J i A v \T 7'4� 6 10 1 VV w VY , p Q %I - i, N I" I N. T-1 E R C f") %,I F 206. -44; ',.,,0 9 8 1 2 1 L"; S A x 2 0 6 6, '2 2 0 -4 2 2 I C, v COMMUNICATION STEEL POLE CO -LOCATE STRUCTURAL ANALYSIS REPORT T-Mobile on SCL Steel Pole T-Mobile Site: Birch Crest & 142nd/SCLAIee, SE03559F 4030 S 104th Street Tukwila, WA 98168 April 27, 2013 Adapt Engineering, Inc. Job # WA12-18125-55-STR PSM Job # C13038 0 A, V, V,' VV N ki � N. 2 0 6 6 2 '41 4 5 A L 1. WA'i H I N G ON 1 U S A x 2 0 6 - 6212 4 221 Z­ 3, 2 3 pe,e- sl b IY d AdV.— g­ b, M­Ebgc, 9,n.t 2� 1. 3j ka Ca.�n;, N�f,­,, N.—Z a-L, e sb:cry in .- 4­ w L-. — mMafaciwrs "i-, 11 A<N I$Vi 23-J, v;:,, n f F 4,MC asi b- ­.r -is loon ef=t m ­e el pi— of as 'er b,c, bi 101W!, ­11 O:b­ ­�, by ogn— M R,:,rL :, m0 ncl —e. 3/a inch. ed61i- ­11 1 1[ ­ 10= C.­, C.C­el, pl ` bi b I, yr t d 4 311, cbw to a. eac[ acl M4, ­Ifr. by ire C'q 7. 1- be P111-- n:Ib 11 ­U1 — I.—til I, I Pier It ­ 17' d­ ft-1— sh4i, I be, plug ­.� p, c, eci,c m-e". he— test1—c!1e q—, and ft,,s !ex: reels Ta [.9im- c( R-d L. 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I ibe ­dk, t­nI, 1dlph t N sidl j:e, 1­ood le "1"", x "*0 . tb i, Ila I Ii,,,1 1— by A-N , Th� CZ"T,, ­1 ­.", e:�� �7) 4�� 1, .� ,3;,hg c y _L­ EqEm—o I`— d p­d, malc—e I N­ , r ef 1, r,j,j,j 12. --det . -1 er— !z—, P wa-r±Ir Gan -pas in.n. Depth a!w,mpl'a+n 3 .ke D ini, llda "e2 a¢ `C EPECI; E­bkPL SIM SXAL LNM:.J 10 95C PE—S AIND CDDE5. U*ci, 15. AM. M­ 6. FY = 31 - .1K ­115 .1 IYE, 'DWED, A� — 1­5 K D' A572 CRADE d0 MA1CPbbL L f1JV41r4l. AL� vii'UP P.-TES TO K ASN AX F, :6 (SL 8CCr, AND W4ED S' TO K A3- 1�f I —AD. MITED I X. 1— . U EQIS 1µ 7.ED 10 _'IbLC — CONCIIN K �CS 1J CABtr —TI !4 IIE ^�,Jj E, SAWj . MRDIA� KLE WE', WN STVM� 1: �iF qF 14Ak A ML&3N 'WPIS T f, CAV, 11 .ES W e EuX, r,,,-.1. D, AL t 410M K5 S-L COlf— TD 1.11X. c:_ ­� ­e,C E,�. kt CLCAC yALL bi el"­Lo st .ED, CrE ET*D KLURS �LMC ELECIMES ­i.L K C=k �,�fi 95,04, L,: SS o1pr SE mJ;JD cej E--s­ ckvA,�o S�.m T I.T EE PoCEN1.11elj III ED, z . ILL F X-L EVOEEe STEEL S+4L jE S%CD, �17 -DD W; _y 7pM, F p, FE�FEEL VkL � G ibE ILS is K�� MEX541­zc­CE :TOY`M-0 .1 1 11 qi� 1 3) APPLY Aire q, f CF 7NEW­, 73 YY: _CCS 'NMI WIR P. Ay - M-M O7 3 X 5 M:5, 4 amb. li Z17111-1:7— suds `a R F­ _­ I A PNT ............. . V�,L SECTION SECUCIN _A y ro SECTION X - X ELEVATM SEICTON I. ft"J. end ­1"t" eb<q be l I'a &­', ­1, !.�� b:f­ R—q c—, .417 bedmr. L-1 LSi :.CoptePlll if ft0-97U, x` ion ne " z, ;'. te by st ADeb- &-Elal le111, Vbt xbb,:r,­ .e,ddi- 4-17. p—,elbr, 3 hb: e r­"d h', e, tl_ bl—d Id" ze, t. ­­t, n,,", sge, be t.iol ­­, ob einb, mc b. t"t -,et, oalbea. ee, I— il,, F"ree f R—A al q-WbY5 r.pals 11, 'ER, Ube 1,;­. f 1,brd TbI x.111 to ­b., I. 'Trif, Ile r­ be, be ­' ""k., m,-,euq"M ^ T'e C. ��MCATION P11LE re, In be 37t,(BR�CRrST APTS c.�L­b� ­1 be mb,t�b Lba 0::ty !—b. ��y _- -I" the i3) j- xf, te ---mg I, t4l be :­b,7 itie In al mel, ­bt­ and (be "bbdb. -c'.— 1. p,t­ 1- m ...... ........ . .. ..... ­ Jl .7 w (Mt 00 a , l� f• fo ` ` ' _ ' lFa�x 5f FYE!2tD CtlWAt • i asr,srsusY auK r-rK-anxx A�YaDY glri! YAY i4r ONgCmt Y'Di WlfO Wt,a nA0 Ezr�Yufy(�li 6 f7OdR 0P. �Y 71'R`JI. mOR �TILY m & LL4'! a Ra!>a POR S-D• u0 F4®1 MCY, f� MM N6 ID/ N AAPN>xS tXW m:�se .avme K'.•swassv mo i _ __ •r. rinf.m i SECT X - X lw�'Ya�� R' �anYe"vw1e (x rte vsm7 J - % X 1v5Y •p•. a4 R. S 7 o..lf rasa tim w[ (� 1IN4 fF! AFMI .aYM) •-3r.Y- M:/�nr lixa s`a R K' Wrco x+/ a� KKD: *aw 411Yax. sEcr N — x 565WYW f dl I X X � o _ ' o��irt stet Yi/ W uPAv1[ GCV I(ifPr6E.Y�,'P3 pn� �Y.Y�saE rcni Y/ a_. r.ruw.m SECT X - X IY.r1F•fM3at�� a Y•.9f A .�U-6[� �. GW11�D Yuu R f+ PU 91t1M ' wy ervoY Yam p�srn ���iaxv,c o+u rsw wnl E Ra - ` X % SfAIE� Le' P-p C/ City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director April 13, 2016 Nick Gallagher Ryka Consulting 918 S Horton St. Suite 1002 Seattle, WA 98134 RE: Request for Extension #1 Permit Number D15-0221 Dear Mr. Gallagher, This letter is in response to your written request for an extension to Permit D15-0221. TheBuilding Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 11, 2016. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Bill Rambo Permit Technician File: Permit No. D15-0221 WAPermit CenteAExtension Letters\Pe"nits\20]5\D15-022] Perm.it Extension #I.docx 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone 206-431-3670 - Fax 206-431-3665 Bill Rambo From: Nick Gallagher <NGallagher@rykaconsulting.com> Sent: Friday, March 04, 2016 1:40 PM To: Bill Rambo Cc: Christine Contreras Subject: Permit Extension Permit# D15-0221 Bill, I need an extension for Permit# D15-0221 as the project has been slightly delayed. The 180 day extension will be sufficient. Thank You, Nick Gallauher I" RYKAOCONSUCTING 425.531.4791 Cell 206.260.7930 Fax 918 South Horton Street Suite 1002, Seattle, WA 98134 www.rvkaconsulting.com / Request for Extension # Current Expiration Date: LHI-Ib Extension Request: L M Approved for ltd days AI El Denied (provide explanation) Signature/Initi-als 1 City of Tukwila Allan Ekberg, Mayor Department of Community Development Jack Pace, Director 3/1/2016 CHRISTINE CONTRERAS 918 S HORTON ST, SUITE 1002 SEATTLE, WA 98134 RE: Permit No. D 15-0221 T-MOBILE 4030 S 140 ST 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 4/11/2016. 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 4/11/2016, your permit will become null and void and any further work on the project will require a new pern-fit and associated fees. Thank you for your cooperation in this matter. Sincerely, IN-7 Jif, NOW aalm Bill Rambo Permit Technician File No: DI 5-0221 6300 Southcenter Boulevard Suite #100 * Tukwila, Washington 98188 * Phone 206-431-3670 * Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0221 PROJECT NAME: T-MOBILE SITE ADDRESS: 4030 S 140 ST X Original Plan Submittal Response to Correction Letter #, DEPARTMENTS: " 0 0- N Building Division 10 A4 All DATE: 08/28/15 Revision # before Permit Issued Revision # after Permit Issued km ��tq M Fire Prevention of CPL j-Y 10-1-13- Planning Division a M Public Works Structural El Permit Coordinator PRELEMNARY REVIEW: DATE: 09/01/15 Not Applicable El Structural Review Required (no approvallreview required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved —0 Corrections Required F-1 (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 09/29/15 Approved with Conditions y Denied El (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg F1 Fire El Ping El PW El Staff Initials: 12/18/2013 MASTEC NETWORK SOLUTION 0 T NC Page 1 of 2 Home Inicio en Espafiol Contact Safety Claims & Insurance Washington State Department of Labor & Industries MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT E, PRESIDENT DE CARDENAS, ALBERTO 1, VICE PRESIDENT PITA, GEORGE L, TREASURER CORPORATE CREATIONS NETWRK INC,AGENT Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603235974 License 1826 Ponce De Leon Boulevard #543 CORAL GABLES, FL33134 866-545-1782 Business type Corporation Governing persons ALBERTO DE CARDENAS GEORGE L PITA; ROBERT APPLE; A-Z Inde.N Workplace Rights 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 https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS863JS&SAW= 10/14/2015 PLANNING APPROVED No changes can to made tothIll RYKA CONSULTING plans Without approval from ft Planning Division d DOD ■ ■ ■ ■ ■ DatA. Mobile R E T 142ND/SCL/EE FILE COPY C S & it No. 4030 S 140TH ST REVISIONS TUKWILA, WA 98168 Plan review approval is Subject to errors and omis No changes shy!! he made to the I M. +.construction doc urrients rwt auth Of �vark ��"Out prior approveI of ion of any adopted cue or ordnance. Fh I + 21t� �r:� Building D�,,;s;o�,. ITE NUMBERNm SE035590.r.=1t;^, : R sv: ;ons ed Field Copy and cans is edcrlow� ar;d amy indudeea plan plan m%ff M= " wlees. , LATITUDE 47.47823 LONGITUDE-122.28279 ©y- _ 7 Date: 1O l 14 (1 y- GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX : IM, j « e , `m • "� �� FROM T-MOBILE BOTHELL 4 OFFICE: 1. MERGE ONTO 1-405 S VIA THE RAMP ON THE LEFT TOWARD RENTON. 24.2 MILES 2. TAKE THE SOUTHCENTER BLVD EXIT TOWARD SOUTHCENTER MALL.0.2 MILES 3. KEEP LEFT AT THE FORK TO GO ON SOUTHCENTER TOWER DOUG HABERMAN OWNER: WIRELESS CO -LOCATIONS PROGRAM MANAGER SEATTLE CITY LIGHT 3613 4TH AVE S, S-9 SEATTLE, WA 98134 PHONE #: 206 733 9138 T-MOBILE PROPOSES TO REPLACE EXISTING (3) ANTENNAS W/ (3) NEW COMMSCOPE #SBNHH-1 D65C ANTENNAS. REPLACE EXISTING (3) STYLE 4 TMAS W/ (3) NEW STYLE 3C TMA'S & REPLACE EXISTING (6) DIPLEXERS W/ (3) NEW AWS/700 TWIN DIPLEXERS. T-1 TITLE SHEET & PROJ G-1 GENERAL NOTES A-1 OVERALL SITE fMil A-1.1 ENLARGED SITE PLAN A-2 SITE ELEVATION A3 GENERAL DETAILS PROPERTY LEE JAMES KHUAN & MIMI DU E-1 ELECTRICAL GROUNDING PLAN rN1 2 *305' BLVD. 0.8 MILES 4. TUR dR� N�9.4,�1 6TUR �'SP BpCOME9 lMERCER FOR: OWNER: 3425 97TH AVE SE ISLAND, WA 98070 KEEP EXISTING (3) STYLE 4 TMA'S 8 (6) DIPLEXERS. RF-1 RF DETIRF-2 E-2 ELECTTr"Iftf RF DET-••()UIRED PROJECT INFORMATION d • THIS IS UNSTAFFED AND RESTRICTED EQUIPMENTPROJECT AND WILL BE USED FOR THE TRANSMISSION OF RYKA CONSULTING 3: 4P P ; ar . « +,�• p I� ti U'`,_PHONE [[.�1Ii""T-MOBILE j�"'� Gas MANAGER: JESSICA PIERCERADIO 918 S HORTON ST #1002+ SEATTLE, WA 98134 #: 206-200.8333 SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE.��CiB T-MOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE `FREQUENTED ONLY BY SERVICE PERSONNEL FORin n CONSTRUCTION RYKA CONSULTINGLi!' MANAGER: STEVE EVENSON 918 S HORTON ST#1002 « i sx •� ." ^'• « s,s,wr s,•x.✓�ygmO SEATTLE, WA 98134 PHONE #: 206-523-1941 REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B SECTION 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION. T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL DING Z0N1 10 SITE $ER: '" 'S SITE E: - B I A EE SITE ADRE: - 4030 S 140TH ST SITE RYKA CONSULTING ACQUISITION: NICOLE BATEMAN 918 S HORTON ST #1002 SEATTLE, PHONE # 206 523 1941 VICINITY MAP TUKWILA, WA98168 1 § PARCEL #: 7360600475.7360600465 CURRENT ZONING: HDR-RESIDENTIAL JURISDICTION: CITY OF TUKWILA « MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE S"'•& �• i qa HOUR PER TRIP. GOVERNING CODE: 20121BC ZONING: RYKA CONSULTING JESSE LONDON BUILDING TYPE: - CODE COMPLIANCE A P O A G OFF O CONST DRAWINGS r5 °` s `r" ° j S IM. p « �• > « s signs y> a uua a 918 S HORTON ST #1002 SEATTLE,WA98134 PHONE #. 206 5231941 SITE TYPE: UNSTAFFED TELECOMM FACILITY ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WIN 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 REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. UTILITY PURVEYOR POWER COMPANY: N/A CONSULTANT GROUP SIGN OFF LANDLORD'S REPRESENTATIVE: DATE: TELCO COMPANY: N/A RF ENGINEER: T-MOBILE DAVE GIRLING ' CONSTRUCTION MANAGER: DATE: CONSTRUCTION PROJECT MANAGER: DATE: LEGAL DESCRIPTION PROJECT MANAGER: DATE: ,aaum a,ana, a, • a "'•" w « • w u ,, * S 142M S. Q "b ° • s ,+moo ra .1 " ar.,c.W, T.+� AII&L•�.-,.--u •, y, .rk. r i m a a—ft ri 2012INTERNATIONAL MECHANICAL CODE 2012INTERNATIONAL FUEL GAS CODE 2012 NFPA 54 - NATIONAL FUEL GAS CODE (PROPANE INSTALLATIONS ONLY) 2011 NFPA 58 - LIQUEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 20121NTERNATIONALFZRE CODE�L 2012 UNIFORM PLUMBING CODE 2011 NATIONAL ELECTRICAL CODE 2007NATIONALELECTRICSAFETYCODE LOCAL BUILDING CODE ORDINANCES ANSI / TIA / EIA - 222 - G NFPA-101-UFESAFETYCODE ABBREVIATED PER ASSESSOR RECORDS. ROBBINS VIEW TR ADD TO RIVERTON SITE ACQUISITION: DATE: ZONING: DATE: CONSULTING B.J. THOMAS, P.E. ENGINEER: 7607 BOTH AVE NE MARYSVILLE, WA 98270 PHONE: 206-851-1106 RF ENGINEER: DATE: CALL TWO WORKING DAYS BEFORE YOU DIG 811 NATIONAL UTILITIES UNDERGROUND LOCATE SAFETY PRECAUTION SHALL BE IMPLEMENTED BY SEWER!GREEN PROPOSED -WHITE CONTRACTORS) AT ALL TRENCHING IN ACCORDANCE GAS/OIL - YELLOW WATER - BLUE WITH CURRENT OSHA SURVEY -PINK STANDARDS T --Mobile- PROJECT INFORMATION: BIRCH CREST A 142ND/SCL/LEE SE03S59F 4030 S 140TH Sr TUKWILA, WA SS168 F1ISSUED FOR: BUILDING PERMIT REVISION HISTORY: CNK. NO. DATE: DESCRIPTION: BY. — RECEIVED— -VT"F TUKWILA Q5=015 REV. PER REDUNES BJT Q3191 -Z ISSUEDDESIGNREVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206451.1106 DRAWN BY: CHK. BY: JL BJ LICENSURE: 1,TH O,y �+7STkK`4 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHS DRAWING ARE SUPERSEDED BY THE LATEST REVISION TH=IWORMATION CONTAINED IN THS SET OF DOCUMENTSISPROPRIETARYBYNATURE. ANYUSEOR DISCLOSURE OTHER TFH4NN WHCH IS RELATED TO NAMED CUENT IS STRICTLY PRCHBTTED. DRAWING TITLE: TITLE SHEET DRAWING NUMBER: T1 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 A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO. 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 CONSTRUCTION/CONTRACT 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, 31N. 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 8 WWF .........11/2IN. 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 LINO. 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 EXPANSION/WEDGE ANCHOR, SHALL BE PER CONTRACT. MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SA/ENDOR'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 ARCHITECT'S/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-Al0BC 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. ABBREVIATIONS AC AFF FG AFS ALUM ARCH BLDG BM B.O. BOS CLR COL CONIC CONST CONT CTR DIA / o DTL EA ELEC EQ EW EXP EXT FIN FIN FLR FTG GA GGAALV YP GB HOR HR HVAC INSUL INT INSULATION INTERIOR VID.1-D FOR i� ��!NRLIANGE APPRO'ED OCT 0 2 2015 CIS► OfTUkvAla $UILDIN0 DIVISION 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. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. LEGENDS A SYMBOLS JT JOINT CHAIN LINK FENCE - x x x x - LAM LAMINATED CEDAR FENCE LF LINEAL FOOT MANUF MANUFACTURER POWER - P - P - P - P - P - P - MAX MAXIMUM MECH MECHANICAL TELCO - T - T - T - T - T - T - MH MANHOLE POWER/TELCO - P - T - P - T - P - T - MM MILLIMETER STEM MIN MINIMUM COAX - COAX - COAX - COAX - COAX - MISC MISCELLANEOUS OVERHEAD POWER-oHOHOHOH- MPH MILES PER HOUR MTL METAL CENTERLINE - - - NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE REVISION BUG OC ON CENTER Q OD OUTSIDE DIAMETER 1 OH OVERHEAD OPNG OPENING 41T OPP OPPOSITE (P) s PROPOSED PERSONAL COMMUNICATION SYSTEM ELEVATION VIEW BUG DETAIL NUMBER e PR PAIR PSI POUNDS PER SQUARE INCH CSHEET PSF POUNDS PER SQUARE FOOT PT PRESSURE TREATED RAD RADIUS NUMBER RD ROOF DRAIN REINF REINFORCED/REINFORCING REQ'D REQUIRED TOP OF XXXXX ti RM RIW ROOM RIGHT OF WAY ELEVATION VIEW BUG XX)c-X" AGL SCHED SCHEDULE SECT SECTION SF SQUAREFOOT SIM SIMILAR SQ FT SQUARE FOOT SS STD STAINLESS STEEL STANDARD �U DETAIL htCEI`V E� DETAIL NUMBER STL STEEL TEMP TEMP STRUCTURAL TEMPORARY CITY OF TUKWIL SHEET NUMBER THK THICK T.O. TOP OF TOS TOC TOP OF STEEL TOP OF CONCRETE DETAIL NUMBER AUG 2 8 2015 TYP UNO TYPICAL UNLESS NOTED OTHERWISE SECTION BUG IR CONDITIONING VCT VINYL COMPOSITION TILE VERT VERTICAL WWM WELDED WIRE MESH PERMIT CENTS SHEET NUMBER T - -Mobile- PROJECT INFORMATION: BIRCH CREST & 142ND/SCL/LEE SE03559F 4030 S 140TH ST TUKWILA, WA 98188 ISSUED FOR: BUILDING PERMIT C REVISION HISTORY: aRl. NO. DATE: DESCRIPTION: BY: Q5QR015 REV. PER REDLINES -T Q3/31r1015 ISSUED DESIGN REVIEW BIT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206. 351-1106 DRAWN BY: CHK. BY: JLT_ BJ UCENSURE: T.THOM 4' � w'1sp; l.r• z DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN TENS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTFER THAN WHICH IS RELATED TO NANED CUENT IS STRICTLY PROWBITED. DRAWING TITLE: GENERAL NOTES DRAWING NUMBER: Gml THIS IS NOT A SURVEY: ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. I-;,.,,,,,,,, I I I I I I I I I — — — — PROPERTY LINE — — I- — — — '--�E) GRASS 8 LANDSCAPING I I I (E) T-MOBILE LEASE AREA WITHIN (E) EQUIPMENT ROOM IN BUILDING (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) 77777 i I I 1 v �(E) GRASS 8 0 LANDSCAPING 1 m IA - 1 ; '--�E)ASPHALT 1� PARCEL % PARKING #7360600465 PARCEL I #7360600475 PROPERTY LINE (E) STEEL POLE W/ T-MOBILE ANTENNAS @ TOP (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) I �E) APARTMENT BUILDING I '--�E) GRASS 8 ( LANDSCAPING I f OVERALL SITE PLAN 22x34 SCALE: 1" = 29 N 11x17SCALE: 1"=49 20' EVEVVED FOR )ECOMPLIANCE APMOWD OCT 0 2 2015 Ci4y of Tukdla BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 8 2015 PERMIT CENTER Tmm m mMobilem PROJECT INFORMATION: BIRCH CREST A 142ND/SCL/LEE SE03559F 4030 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: FIREVISION BUILDING PERMIT HISTORY: CHIL NO. DATE. DESCRIPTION: BY: Q5=15 REV. PER REDLINES BJT Q3/312015 ISSUED DESIGN REVIEW BJT 11 PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHI. BY: JL BJ LICENSURE: ti.THOM Q' OQ �i'4Sp..p,P 'W �v 37041 s bT141.E�' DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVETIFY ALL DIMENSIONS MID ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTWR THAN W W CH IS RELATE) TO NAMED CLIENT IS STRICTLY PRORBITED. DRAWING TITLE: SITE PLAN DRMWINffiNUMBER: Al ANTENNA TO BE REPLACED W/ (1) NEW COMMSCOPE #SBNHH-1 D65C ANTENNA I (P) 2" x 8' STD PIPE MOUNTED TO (E) PIPE (GAMMA SECTOR: 345° AZIMUTH) MAST W/ (P) PIPE TO PIPE CLAMP (TYP OF ALL SECTORS) (P) (3) STYLE 3C TMA'S 8 (E) (3) STYLE 4 (SEE SHT. A-3: DETAIL 4) TMA'SMOUNTED BEHIND ANTENNAS ( (E)STEEL POLE RECEIVED(REMOVE (3) STYLE 4 TMA'S)— CITY OF TU KW I LA (E) (1) T-MOBILE TMBXX-6516-R2M ANTENNA TO BE REPLACED W/ (1) NEW COMMSCOPE #SBNHH-1D65C ANTENNA (BETA SECTOR: 220' AZIMUTH) ENLARGED SITE PLAN N 1l x34 SCALE: 1/4" _ 1' 1 tx17 SCALE: 1/8" = t' (E) (1) T-MOBILE TMBXX-6516-R2M ANTENNA TO BE REPLACED W/ (1) NEW ' O COMMSCOPE #SBNHH-1 D65C ANTENNA (ALPHA SECTOR: 120° AZIMUTH) AUG 2 8 2015 PERMIT CENTER T --Mobile• PROJECT INFORMATION: BIRCH CREST A 142ND/SCL/LEE SE03559F 4030 S 140TH ST TUKWILA, WA 98188 ISSUED FOR: [REVISION BUILDING PERMIT HISTORY: aoc N0. DATE: DESCIIIPTtON: BY: Q5/2l2015 REV. PER REDLINES -T Q3/31/2015 ISSUED DESIGN REVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHI. BY: JL BJ LICENSURE: S,TTio,k 37041 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY TFE LATEST REVISION THEINFORMATION CONTAINED IN THS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANYUSEOR DISCLOSURE OTHER THAN Wl-IICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: ENLARGED SITE PLAN DRAWING NUMBER: A- 1 1 (E) (3) T-MOBILE #TMBXX-6516-R2M ANTENNAS MOUNTED TO (E) PIPE (TYP OF 1 PER SECTOR) (E) (6) STYLE 4 TMA'S MOUNTED TO (E) PIPE (TYP OF 2 PER SECTOR) (E) (12) 7/8" COAX CABLES ROUTED WITHIN (E) STEEL POLE ----------------------------------------- (E) STEEL POLE (E) APARTMENT BUILDING 1 EXISTING SOUTH ELEVATION M2 SCALE: NTS PAINT NOTE: PROPOSED ANTENNAS/ATTACHMENTS 8 TMA'S TO BE PAINTED TO MATCH EXISTING STEEL POLE. TOP OF PIPE h 45'-3" AGL (E) T-MOBILE RAD CENTER A 42'-9" AGL (E) (3) T-MOBILE #TMBXX-6516-R2M ANTENNAS MOUNTED TO (E) PIPE TO BE REPLACED W/ (3) NEW COMMSCOPE #SBNHH-1D65C ANTENNAS (TYP OF 1 PER SECTOR)--- (P) (3) STYLE 3C TMA'S 8 (E) (3) STYLE 4 TMA'S MOUNTED BEHIND ANTENNAS (REMOVE (3) STYLE 4 TMA'S) Ifs WED FOR + PLIANCE =: OCT 0, 2 2015 OVERHEAD LINE ti —_--_ 29.4'AGL �(E) OVERHEAD LI 4JS (E) WOOD UTILITY POLE f(E) OVERHEAD LINES DIVISION (E) (12) 7/8" COAX CABLES ROUTED WITHIN (E) STEEL POLE (E) STEEL POLE (E) APARTMENT BUILDING — (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 PIPE 8 (P) ANTENNAS A 45'3" AGL (P) T-MOBILE RAD CENTER ti 41'-3" AGL 7'-9" OVERHEAD LINE ti - --- -- _-29.4,AGL --- -- (E) OVERHEAD LINES (E) WOOD UTILITY POLE /—(E) OVERHEAD LINES Ell 2 8 2015 2 PROPOSED SOUTH ELEVATION PERMIT CENTER /42 SCALE: NTS T • -Mobile- PROJECT INFORMATION: BIRCH CREST $ 142ND/SCL/LEE SE03559F 4030 S 140TH ST TUKWILA, WA 98168 [[REVISIONISBUED FOR: BUILDING PERMIT HISTORY: cHK ND. DATE: DEBQRPTiON: BY: Q5/2/2015 REV, PER REDLINES BJT Q313112.11 ISSUEDDESIGNREVIEW 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 S.THOM e�Wc'd z 37041 53r DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHCH IS RELATED TO NANED CUENTIS STRICTLY PROHIBITED. DRAWING TITLE: SITE ELEVATION DRAWING NUMBER: A2 Y PIPE TC 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 FITS PIPES 1-1/2' TO 3-1/2-. CLAMP THICKNESS 1/4', 1/2' x S' THREADED RODS. (KIT INLUDES 2 OFTHE CLAMP SET) 4 PIPE TO PIPE CLAMP DETAIL A3 SCALE: NTS PARTS LIST ITEM N QUANTITY PART NUMBER DESCRIPTION 1 2 601257 ANGLE ARM 2 2 601256 MOUNTING CLAMP 3 2 601235-1 BRACKET 4 2 601235-2 BRACKET 5 1 601258 LABEL, ANGLE 6 4 600679-3 SPACER TUBE 7 14 100525-24 ME FLAT WASHER (STAINLESS STEEL 8 2 600419.8 M8x1.Mx25mm LARGE CARRIAGE BOL STAINLESS STEEL 9 6 6/177395 M8 LOCK WASHER 10 4 600419-10 M8x1.25x11Umm LARGE HEX HEAD SCREW STAINLESS STEEL 11 6 204001-15 M8x1.25 HEX NUT(STAINLESS STEEL 12 2 225244 CLAMP PLATE 13 8 600419-24 LARGE LOCK WASHER jSTAINLESSSTEEL 14 8 204001-21 M1 1.75 HEX NUTS AINLESS STEEL 15 4 600419-12 x mm 17 1 1 601584 1 MOLYBDENUM DISULFIDE GREASE 2' STD WT 1 BOTTOM BRACKET TOP BRACKET z ANTENNA BRACKET ATTACHMENT DETAIL A 3 SCALE: NTS FOLLOW EXISTING JUMPER PATH SUPPORT INDOOR /OUTDOOR - GROUND SOLUTION: FIBER CABLES WITH FA-064124-SlIf VERYT WITH OVERHEAD DC & OVERHEAD FIBER. / \ o � FRLB FRLB FRLB EXITING PURCELL TOP HAT GROMMET, ROUTE PWRT-210d DC CABLE OVERHEAD CUT BOOT FOR DC CABLE TO RECIEVE 1/2" PWRT-210S OC CABLE I O AND SEAL WITH V _ HEATSHRINK INDIV. FIBER AND POWER SUPPORT USE H675MM-12 AND 1/2" L4CUCK BLOCKS 5 GROUND SOLUTION DC & FIBER DETAIL lllA3 SCALE: NTS NA 3 ANTENNA ATTACHMENT DETAIL � SCALE: NTS REVF—V- V- D FOR L�/� ME COMPLIANCE OCT 0 2 2015 og Tuw" Ise NG DIVISION RECEIVED CITY OF TUKWILA AUG 2 8 2015 PERMIT CENTER To m-Moblle- PROJECT INFORMATION: BIRCH CREST 8: 142ND/SCL/LEE SE03559F 4030 S 140TH ST TUKWILA, WA 881 SB FLISSUED FOR: BUILDING PERMIT REVISION HISTORY: CHIC. NO. DATE. DESCRIPTION: BY: Q5/2/2015 REV PER REDLINES BJT Q3/31/2015 ISSUED DESIGN REVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHK. BY: JL BJ UCENSURE: 1_THOyl wOF WWS�a c z 37041 .� �SJON4Lti`�-� DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITM. DRAWING TITLE: GENERAL DETAILS DRAWING NUMBER: A 3 (P) MECHANII BOND (F (E) MGB MOUNTED NEAR INNECTION FROM (P) ANTENNAS TO (E) AGB ) MECHANICAL CONNECTION IE) AGB MOUNTED NEAR ANTENNAS 1 ELECTRICAL GROUNDING PLAN E-1 22x34 SCALE: 117 = 1' 11x17 SCALE: 1/4"= 1' GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8". 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROXOR 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 TT MASTER GROUND BAR AGB ACCESSORY GROUND BAR ■ CADWELD • MECHANICAL CONNECTION COPPER GROUND ROD Q GROUND INSPECTION WELL EXPOSED WIRING ------ UNDERGROUND WIRING SEPARATE — — — — PERMIT ACID a APPROVAL REQUTREU RECEIVED CITY OF TUKWILA AUG 18 2015 PERMIT CENTER T • •Mobile• PROJECT INFORMATION: BIRCH CREST 8: 142ND/SCL/LEE SE03559F 4030 S 140TH ST TUKWILA, WA S8168 FOR: FlISSUED BUILDING PERMIT REVISION HISTORY: CNN. NO. DATE: DESCRIPTION: ST. Q5.-Il REV.PER REDLINES -T Q3/37l2015 ISSUED DESIGN REVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 2064151.1106 DRAWN BY: CHK. BY: JL BJ LICENSURE: 4O4 W'1S��J' - z 37041 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND ONUSSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY TIME LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NWaED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: ELECTRICAL GROUNDING PLAN DRAWING NUMBER: Eml V TYPE TA TYPE VN TYPE NC TYPE SS I k�t TYPE W TYPE VS TYPE VB TYPE PT O 8 TYPE GT TYPE GY TYPE GR TYPE GL 1 TYPICAL CADWELD CONNECTIONS E-2 N.T.S. HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, m INSTALLED BY CONTRACTOR. m m m m m - =CADWELD TYPICAL MGB ® v HARGER GROUNDING BAR #GBI14412G OR EQUAL ANTENNA MOUNT GROUND r ® COAX CABLE � GROUNDING KITS #2 SOLID BARE TINNED COPPER WIRE TO GROUND RING - PROVIDE (2) PER MGB TYPICAL AGO 2 GROUND BAR DETAILS E-2 N.T.S. #2 GREEN INSULATED COPPER WIRE TO MGB AT BOTTOM OF POLE RECEIVE[ SEPARATE CITY OF TUK1i I A PERMITAND AUG 2 8 201i5 APPROVAL, h} PEA . PERMIT CENTER. T m-Mobile• PROJECT INFORMATION: BIRCH CREST A 142ND/SCL/LEE SE03559F 4030 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: FBUILDING PERMIT REVISION HISTORY: cNK. NO. DATE DESCRIPTION: BY: Q622016 REV. PER REDLINES BJT Q-12015 ISSUEODESIGNREVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CHI. BY: JL BJ LICENSURE: 1,TxoM a a'iY1�" DRAWING INFORMATION: DO NOTSCALE DRAWINGS. CONTRACTOR KAJSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTAMS OF ANY ERRORS MID OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: ELECTRICAL GROUNDING DETAILS DRAWING NUMBER: E 2 SITE LOADING CHART SECTOR COLOR ANTENNA MODEL # VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT ELECTRICAL DOWNTILT RADIATION CENTER ALPHA RED SBNHH-1D65C COMMSCOPE 120° 0° 2° 41'-3"AGL BETA GREEN SBNHH-1D65C COMMSCOPE 220' 0° 2° 41'-3"AGL GAMMA BLUE SBNHH-1 D65C COMMSCOPE 345' 0° 3° 41'-3" AGL 8.69" � � 4.98" * 4.97" � � 5.83" ® ® 4.09" 9.09" 11.63" 4.48" 8.86" 11.16' COMMSCOPE TWIN STYLE 3C TMA MECHANICAL MzEORCATIONS: PART# IENGTH WIDTH DEPTH WEIGHT TMATT921B78-21A 9.09' 8.69, 4.09' 17.6 Las CONNECTORS MOUNTING CONNECTOR PARTNAME TYPE'RP 7-16 DIN FEMALE TWIN DIPLEXED AWSIPCS TMA ELECfMCAL SPECIFICATIONS: FREQUENCY I FREQUENCY POWER HANDLING AWS1710.1755MHz I PCS1850-1910MHz 7.30Vdc 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-o" 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. COMMSCOPE TWIN DIPLEXER MECHANICAL SPECIFICATIONS: PART# LENGTH WIDTH I DEPTH I WEIGHT E15V95P46 8.86' 4.97' 4.48' 10.1 LBS CONNECTORS MOUNTING CONNECTOR PARTNAME TYPE `RP 7.16 DIN FEMALE CDX723AT-DS TWIN DIPLEXER ELECTRICAL fPECIRCATIONS: FREQUENCY I FREQUENCY MAX POWER AWS 1710 - 2360 MHz I LTE 698. 894 MHz 7 - 30 Vdc ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 314"TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS BUM 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) 1„ 1„ �'IIy 2 2" 4' _r )a STEP 1 STEP 2 STEP 3 COAXIAL CABLE WEATHERPROOFING RF-1 SCALE: NTS 4" ANTENNA AND COAX GENERAL NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES, USE THE ATO, BTO, & GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (2) PLACES USING 1" WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 -AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, & CABLE DIAMETER WITH PROJECT MANAGER. 11.9" -* --,f'7.1". 96" COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT WIDTH DEPTH WEIGHT SBNHH-1D65C 96 11.9 in 17.1 in 149.6 lbs CONNECTORS STANDARD MOUNTING HARDWARE 7 6 -16 DIN 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. <1.5:1 350 WATTS 1 N;^ nCLCIvmu , A SEPARATE kITY OF T UKWILA 1 ail PERMIT AND f1� AUG 2 8 STEP �+ ,(�rX APPROVAL E.vi _Er- REQUIRED PERMIT CENTER T • •Moblle- ROJECT INFORMATION: BIRCH CREST A 142ND/SCL/LEE SE03SS9F 4030 S 140TH ST TUKWILA, WA W168 ISSUED FOR: FREVISION BUILDING PERMIT HISTORY: CHIL NO. DATE: DESCRIPTION: BY: 2 512P1015 REV. PER REDLINES BJT QI =11015 j ISSUED DESIGNREVIEW BIT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.8S1-1106 RAWN BY: CHI. BY: JL BJ LICENSURE: 1,THo WySg�RJ. ��OF 3M41 q .4 �' sTtYs' bNA1. DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVEMFY ALL DIMENSICNS MID ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTSISPROPRIETARYBYNATURE. ANYUSEOR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE- RF DETAILS DRAWING NUMBER: RF 1 Hexp Dirt 7001, WS/ PCs ©I.rM ®1 - 4© JIM . Configuration 703E_GDSh (FRLB Ground diplexed with a Hexport for 700/UMTS AWS/GSM) LTE controls all RET on Hex antenna rrnn A I AWS/T0D 1MA S Style 3C rn G IF — Legend LTE 700 LTE AWS GSM PCS UMTS PCS GSM 3 UMTS AWS UMTS r New Equipment Upgraded equipment Reconfigured Tower rower T.— equipment Grouts G—.d 3B 00 N5 3B OD6 C-1 &t• Ab✓t. sonar Terror Sector PCS 0" FSME ITS ANTS FRIA III LMU LTF AW4/700 Twl. dipl.:mr P E R11WsT AKA 0 APPROVE _. REQUIRED FRLB .. RECEIVED CITY OF TUMLA AUG 2 8 20115 PERMIT CENTER T • mMobile- PROJECT INFORMATION: BIRCH CREST A 142ND/SCL/LEE SE035S9F 4030 S 140TH Sf TUKWILA, WA 98168 ISSUED FOR: BUILDING PERMIT [[REVISION HISTORY: CHIL NO. DATE: DESCRLPnON: BY. Q522015 REV. PER REDLINES BJT Q3/312015 ISSUED DESIGN REVIEW BJT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-SS1-1106 DRAWN BY: CHI. BY: JL BJ LICENSURE: �.TH0 a �� z •,�3�oet� ? DRAWING INFORMATION: DO NOTSCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: RF DETAILS DRAWING NUMBER: R F 2 RYKA4' CONSULTING ---- o le - BIRCH CREST & 142ND/SCL/LEE 4030 S 140TH ST TUKWILA, WA 98168 SITE NUMBER: SE03559F LATITUDE 47.47823 LONGITUDE-122.28279 GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX • - ;. �„a-, ". +, �y FROM T-MOBILE BOTHELL 4 OFFICE: TOWER DOUG HARRMAN TWOBILEPROPOSES TO REP LACES%ISTING(3) T-1_ TITLE SHEET 8 PROJECT DATA 4 OWNER: �RELEfe CalocATpra5 oRO0RAN 01 ANTENNA&W/(3) NEW COMMSCOPE 0SBNHH-1D65C 6/ GEAL NERNOTES ;$I • •A'n 1. MERGE ONTO Id06 S VIA THE RAMP ON THE LEFT TOWARD RENTON.242 MILES 6EATTLE CITY Up ANTENNAS. A-1 OVERALL BITE PLAN --_- _-- _. ..-. x y ��* t '( 2. TAKE THE SOUTHCEMER BLVD EXIT TOWARD 3613 4TH AVE S, S4 SEATTLE, WA 98134 REPLACE EMSTING (3) STYLE 4 TMA'S W/ (3) NEW A-1.1 ENLARGED SITE PLAN SOUTHCENTER MALL 02 MILES 3.KEEP LEFT AT THE FORK TO COON SOUTHCENTER PHONE I: Mfi7334138 STYLEXTMA'S&REPLACE EXISTING(6) DIPLEXERS W/(3) NEW AWS7700 TWIN DIPLEXERS. A-2 SITE ELEVATION _ W3 GENERAL DETAILS BLVD. OA MILES PROPERTY IEE DAMES KHUANB MIMI OU E-1 ELECTRICAL GRMNOING PLAN 4. TURN RIGHT ONTO 42ND AVE S. 0.6 MILES OWNER: 342597TH AVE BE KEEP EXISTING(3) STYLE 4 TMA'S 8(6) DIPLEX ERB. _ E4t EI.ECTRIGALGROUNDINGOETAILS ' { 5. TURN RIGHT ONTO S 142NO ST. 40.1 MILES 6. S 142ND ST BECOMES 43RD AVE S. 0.1 MILES MERCER ISLAND. WA 98070 RF-1 RF DETAILS- r ,Gam. RF RFQ DETAILS PROJEC IN OR ' . �-� -- -�— Ell; 9 ii y` -- -TIYBIS ----_-------�-- UNSTAFFED AND RESTRICTED EQUIPMENT ( y •+• •� 1„ PROJECT RVKA CONSULTING MANAGER: JESBICA PIERCE AND W9LLBE USED FOR THETRANSMOSSKONOF ( �4 918SHORTONST/1002 RADIO SIGNALS FOR THE PURPOSE OF PROVIDING-- r "•" { SEATTLE, WA 98134 PUBLIC CELLULAR SERVICE. T'MOBILE CERTIFI ES THATTMS TELEPHONE -------------- --- -----_--- - r PHONE 1: 206-2004333 EQUIPMENT FACILITY WILL BE SERVICED ONLY BY TI OBILE EMPLOYEES AND THE WORK ASSOCIATED T j Q J { vT i CONSTRUCTION RYKA CONSULTING MANAGER: SIEVE EVENSON WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSON &. THIS FACILITY WILL BE 918 S HORTON ST 11002 FREQUENTED ONLY BY SERVIOEPERSONNELFOR --- - -- -- - - --- { SEATTLE. WA 98134 REPAIR PURPOSES. PURSUANT TO THE AMERICANS ZONING INFORMATON PHONE I: 206-523-1941 WITH DISABIUTES ACT(ADA). APPENDIX B SECTION 4.11. (5)1b). THIS FACILITY ISEXEMPT FROM THAT- NUMBER. SED3559F `1_ STTENAME. BIRCH CREST 8142ND1SCL/LEE - SITE ADRESS' 40.30 S 140TH ST - - -- TUKWILA.WA98168 _ PARCEL C 7360600475,]36060046S ----- - ... SITE RYKA CONSULTING ACOLIISITION: MOE BATSMAN BL 918 S HORTON STP1002 SEATTLE. WA98134 ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. GE WASTE WATERIS SOLID WASTE WILL BE -- - - - - -- VICINITY MAP I I >! _ CURRENT ZONING: HDR4TESIDENTIAL PHONE C 206423-1941 GENERATEDITENA LOCATION. TAKEMOBILE MAINTENANCE CREW (ONE PERSOMONTH WILL ^ s.sryr 1y,' .'•` � 9 JURISDICTIOM CITY OF TU(WIU GWERMNG CODE: 20121BC -ZONING: RYKA CONSULTING - .. .HOUR MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE PER TRIP. e L•rc' •BUILDING TYPE: - - —� JESSE LONDON CODE COMPLIANCE A 4s A SITE TYPE: UNSTAFFED TELECOMM FACILITY 918 S HORTON ST 41 W2 ALL WORK AND MATERIALS SHALL BE PERFORMED I RENEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH BEATTLE, WA 98134 AND INSTALLED IN ACCORDANCE WITH THE 1 REDLINE NOTE AS DRAWING& ARE BEING REVIEWED. UTILITY PURVEYOR PHONE 1: 206523-1941 CURRENT EDITION& OF THE FOLLOWING CODES AS --'--' -' - - CONSULTANT GROUP SIGN OFF POWER COMPANY: WA _ _ - -_. - --------RF ----- ENGINEER: TIAOBILE ADOPTED By THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS IB TO RECONSTRUCTED - . - LANDLORNTA OSREPRESETIVE: DATE: __- - >r. TELCO COMPANY: WA DAVE GIRUNG TO PERMIT WORK NOT CONFORMING TO THESE CONSTRUCTION MANAGER: DATE: • .G.• �►y COOES: 2012 INTERNATIONAL BUILDING CODE CONSTRUCTIONPROJECT MANAGER: DATE: _- GER: - ' - DATE: PROJECTMAITION. LEGAL DESCRIPTION u c� :e.am .. 2012 INTERNATIONAL E _ _ — BITE ACOUISRION: DATE: ABBREVIATED PER ASSESSOR RECORDS. FUEL GAS 12 INTERNATIONAL FUELGAS CODE _- - _ _ - - -. ___-.. _. .. -__ ZONING. DATE. ROBBINS VIEW TR ADD TO RIVERTON ----�--- - - --- .. CONSULTING B.J. THOMAS, P.E. NATIONAL L GAS CODE 2012 NFNE _ _ _ _ RF ENGINEER: DATE: { .cur• ENGINEER: 760780TH AVE NE MARYSVILLE, WA 98270 PHONE: 206451-1106 INSTALLATIONS (PROPANE INSTALLATIONS ONLY) O 2011 NFPA 58- UOUEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 2012 FIRE CODE CALLTWO WORKING DAYS BEFORE YOU DIG 811 ,„�,,,r . G.r pp UNIFORM PLUM 20117 UNIFORM PLUMBING CODE NATIONALELECTRICALCODE NATIONAL UTILITIES UNDERGROUND LOCATE SAFETY PRECAUTION &HALL ELECTRIC -RED TEIACAN-ORANGE IO-"-200 U\� �� �. 1 J `•" A 120117 NATIONAL ELECTRIC SAFETY CODE COOS ORDINANCES BE IMPLEMENTED BV ONTRA CONTRACTORSEWER -GREEN PROPOSED- WATER GS-11L-YELLOW WATER 7 ANSI TIAIEIA. ANSI/TV IEIA-2AFET NFPA-101-LIFE SAFETY CODE INA20ATALL -BLUE TaENCMN'FRENTOSANCE -BLUE WITH CURRENT OSHA BURVEV-PINK STANDARpS T • •Mobile• PROJECT INFORMATION, BIRCH CREST & 142ND/SCL/LEE SE03S59F AID 0 S 140TH ST TUKWILA, WA 00168 SSUED FORT BUILDING PERMIT REVISION HISTORY: McgF7gW PLANS PREPARED BY, A B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851.1106 DRAWN BY, CNN. BY, +L e+ [[LICE NSURE- (1) DRAWING INFORMATION: w• Cw DRAWING TITLE, - TITLE SHEET DRAW[NO NUMBER, T-1 GENERAL NOTES: CONCRETE NOTES: CONCRETE NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 3DI, ACI 318 AND THE 1. RUBBISH, STUMPS. DEBRIS, STICKS. STONES AND OTHER REFUSE SHALL BE REMOVED INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL SPECIFICATION CAST41,1-PLACE CONCRETE. FROM THE SITE AND DISPOSED OF LEGALLY, 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 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE OWNER'S 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 WI RE 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 CONSTRUCTION/CONTRACTDOCUMENTS TO VERIFY FIELD CONDITIONS AND STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH- S. 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 NAND LARGER .........................2 IN. REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS ARCHITECT/ENGINEER VERBALLY AND IN WRITING, X5 AND SMALLER 8 WWF .........1112 IN. DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION S.A112" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE WHEN EXCAVATING OR PIER DRILUNG AROUND OR NEAR UTILITIES. CONTRACTOR SHALL 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 EXPANSIONAVEDGE ANCHORS SHALL BE 1/8" 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 S. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. CUTTING EXISTING REBAR WHEN DRILUNG 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, TECH W QUES, 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 6. INSTALLATION OF CONCRETE EXPANSIONM/EDGE ANCHOR, SHALL BE PER ENGINEERING. CONTRACT. MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2, TO PROMOTE DRAINAGE ORDINANCES TAKE PRECEDENCE. AWAY FROM EQUIPMENT. 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 ARCHITECT'S/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 APPUCABLE 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 ANV 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, CEIUNG. 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 15 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 ADORION 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-AlOBC 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 FIRE1iATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACIUTY 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 TWOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. ABBREVIATIONS AC AFG ALUM ARCH STS BM G BOT B.O. BOG BOB CUG CMU CONC CONTT DAIR/ P On EA ELEC EW E%T FIN FUR FLR FTG G�ALV GYP GB HM HOR HR HVAC INSUL NT VCT VERT WWM 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 LANDSCAPEWORK. 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 045 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 GUIDEUNES AND PER PLAN IF APPLICABLE. LEGENDS & SYMBOLS CHAIN LINK FENCE - x z x CEDAR FENCE {]� POWER -P -- TELCO - - - - T - - - POWER/TELCO - -T P- T - P - T - COAX - COAX - COAX - COAX - OVERHEAD POWER -oH ox off ou CENTERUNE - - REVISION BUG Q 1 SYSTEM ELEVATION VIEW BUG DETAIL NUMBER (,V SHEET NUMBER ELEVATION VIEW BUG TOP OF X% %� A kX-%' qGL� DETAIL BUG DETAIL NUMBER SHEETNUMBER DETAIL NUMBER SECTION BUG SHEET NUMBER T • •Mobile• PROJECT INFORMATION: BIRCH CREST & 142ND/SCL/LEE SE03559F 4030 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: a QvY 11AEv. r'Pn Deus Q; snirza�s ' iss�eo oe a i PLANS PREPARED BY: B. J. THOMAS, P.E. 1607 80TH AVE NE MARYSVILLE, WA 98270 206-851.1106 DRAWN BY: CHK. BY: L...UIRE: "CC DRAWING INFORMATION: E. DRAWING TRUE GENERAL NOTES DRAWING NUMBER: G-1 THIS IS NOT A SURVEY: ALL INFORMATION AND TRUE NORTH HAVE BEEN OBTAINED FROM EXISTING DRAWINGS AND ARE APPROXIMATE. 1 I I I I I I I I I 1 — _ — I _ _ IPROPERTYLINE 1 (E)T-MOBILE LEASE AREA WITHIN(E)EOUIPMENT ( 1 ROOM IN BUILDING (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) 1 APARTMENT BUILDING I 1 I 1 19II. —E) GRASS b Iv I�I, LANDSCAPING I �E)GRASSb� �EI GRASSb JJJ SOAPING � LANOSCAPING� 1 1 � I I '_�E)A� 1� PARCEL PARCEL j 1 PARKINGRKING #7360600465 I ---- #7360600475 i I , 1 n � I PROPERTY LINE (E) STEEL POLEWI T.MOSILE ANTENNAS dal TOP (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) OVERALL SITE PLAN N 11.17 SCALE: 1"- 4 '' 11x1 T SCALE'. V 2 20 20' 0 10' 20' 40' T • .Mobile• PROJECT INFORMATION: BIRCH CREST & 142ND/SCL/LEE SE03559F 4030 S 140TX ST TUKWILA, W, 98138 rISSUED FOR: LBUILDING PERMIT REVISION HISTORY: IT Qv um of roL�- PLANS PREPARED BY: B. J. THOMAS, P.E. 1607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: CXK.BT: JL BJ 11LICENSURE: ice! DRAWING INFORMATION: DRAWING TITLE: SITE PLAN DRAWING NUMBER: Awl (E) (1) T-MOBILE TMBXXE516JR2M I ) ANTENNA TO BE REPLACED W/ III NEW COMMSCOPE CSBNHH-1D65C ANTENNA (P)2" x 8'STD PIPE MOUNTED TO (E) PIPE (GAMMA SECTOR: 345' AZIMUTH) MAST WI (P) PIPE TO PIPE CLAMP I (TYP OF ALL SECTORS) (P) (3) STYLE 3C TMA'S A (E) (3) STYLE 4 (SEE SHT. A-3: DETAIL 4) TMA'S MOUNTED BEHIND ANTENNAS ) (E) STEEL POLE (REMOVE (3) STYLE 4 TMA'S) (E) (1) T-MOBILE TMBXX-6516*121VI I (E) (1) T-MOBILE TMBXXa5164 21VI ANTENNA TO BE REPLACED W/ (1) NEW ANTENNA TO BE REPLACED WI (1) NEW COMMSCOPE#SSNHH-1D65CANTENNA / COMMSCOPE pSBNHH-1 D65C ANTENNA (BETA SECTOR: 220' AZIMUTH) --------------------------------- (� (ALPHA SECTOR: 120' AZIMUTH) ------------------------------- ENLARGED SITE PLAN N 22x34 SCALE 1/4" = 1' 11x17 SCALE: 1I8" = 1' T - -Mobile- PROJECT INFORMATION: BIRCH CREST 8: 142ND/SCL/LEE SE03559F 40]0 S 14OM ST TUKWiu, WA 981W ISSUED FOR: BUILDING PERMIT REVISION NDGTORY: w 1 Qit ouA w PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLEI WA 98270 206.851-1106 DRAWNBV: CNK. BV: C JL I BJ L.ENSURE: h ' x'YT lam' DRAWING INFORMATION: DRAWING T nEOHiaiTEo. ENLARGED SITE PLAN DRAWING NUMBER. Aml A (E) (3) T-MOBILE #TMBXXE516-R2M ANTENNAS MOUNTED TO (E) PIPE (TYP OF 1 PER SECTOR)— (E) (6) STYLE 4 TMA'S MOUNTED TO (E) PIPE (TVP OF 2 PER SECTOR) (E) (12) 718" COAX CABLES ROUTED WITHIN (E) STEEL POLE TOP OF PIPE A yS_yA (E) T-MOBILE RAD CENTER 42'-S" AGL d OVERHEAD UNE A �(E) OVERHEAD I [E)WOODU ILITY POLE _......... (E) STEEL POLE----/-(E) OVERHEAD UNES (E) APARTMENT BUILDING .. '-' QEXISTING SOUTH ELEVATION A-2 SCALE: MS PAINT NOTE: S PROPOSED ANTENNASlATTACHMENTS A TMA'S TO BE PAINTED TO MATCH EXISTING STEEL POLE. (E) (3) T-MOSILE NTMBXXL516.R2M ANTENNAS MOUNTED TO (E) PIPE TO BE REPLACED W/ (3) NEW COMMSCOPE #SBNHH-1D65C ANTENNAS (TYP OF 1 PER SECTOR) (P) (3) STYLE 3C TMA'S S (E) (3) STYLE 4 TMA'S MOUNTED BEHIND ANTENNAS (REMOVE (3) STYLE 4 TMA'S) (P) 2" x B' 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 PIPE B(P) ANTENNAS 45'd" AGL r' (P)T-MOBILE FAD CENTER A 41'-3" AGL r' T4' OVERHEAD LINE A (E) OVERHEAD LINES (E) (12) 7W COAX CABLES ROUTED WITHIN (E) STEEL POLE �(E) WOOD UTIUTY POLE (E)STEEL POLE �(E) OVERHEAD LINES (E) APARTMENT BUILDING - PROPOSED SOUTH ELEVATION- A-2 SCALE: NTS T ..Mobile - PROJECT INFORMATION: BIRCH CREST & 142ND/SCL/LEE SE03559F 410a0 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: o. Al_ a Aa ouuEs Qs s rs ou nEV Ov PLANS PREPARED BV: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851.1106 DRAWN BV: CHK. BY: JL BJ LICENSURE: fcy�y�'.1�'I� 1\ DRAWING INFORMATION: DRAWING TITLE: SITE ELEVATION DRAWING NUMBER: A-2 NSN RADIO MODULE FOR LTE 700 PROPERTY VALUE HEIGHT 15.75" WIDTH 15.7s" _ i. a j DEPTH 5.91NCHES y14 WEIGHT SIIS2 LEIS 2 AJ III.. 1 FRLB DETAIL / A-J SCALE: NTS �L•"� A3 s `AMENNA 2"STD WT PIPE ill�1© BOTTOM BRACKET TOP BRACKET s �2\ ANTENNA BRACKET ATTACHMENT DETAIL 3 ANTENNA ATTACHMENT DETAIL Ad SCALE: NTS qJ SCALE: NTS Foenmsran; IltMP¢6 =ATBsuvaaw INDOOR /OOTDOOR-GROUND SOLt3710N_ f:sFa cnelss'x!TR FA�A'3FF4;src�6vFar1• WITH OVERHEAD DC & OVERHEAD FIBER. FRLa —B FRLB f rtM r[u Fw = II 1�I !u. cxc nmr OCR N9L'f pWR73 � t PIPI AM1Et04 1f f ] Z" �;Muoe`.ssio�ixe �'u.;asEnA�.oEO Roos. .Nme f=nn uR 'i :9LiKK 6LCLK9 �� PIPE TO PIPE CLAMP DETAIL sULE�, uis 5 GROUND SOLUTION DC & FIBER DETAIL A3 SCALE: NTS PARTS LIST ITEM* QUANTITY PART NUMBER DESCRIPTION 6012 ] 2 3 �2 601256 MOUNTING CLAMP 1 BRACKET 4 5 2 2 ! i 6D1235 6012J52 BRACKET '_ 601258 LABE�AFTGCE SPACER TUBE ]_ 8 14 2 _ 10052524_J_ MEFCA7WASHER (STAINCESST.+TEECi - - - 600d 19� M813Sr25m�AGECARRf7ASGEE6LT TAMCEjSS STE 611n395�M8 T2STfOmm�RGE HEXHEADTSiCRSTAWLE55STEEL)-� _ 9_ - 10 6 11 4 6 600419 10 EW ($T 2060D115 - F18�ZSHEICNUT�STAINLESS STEEC) _225244 _ CLAMP PLATE 60041924 CARGELGCKWASHEf7t(TSATAiNCESS STEF _ CARRIAGE f OLTSjjS5TAIN ES 1J 8 15�4 1-600AfB-1i12xf.7Si5��RGE 1] 1 601584 MOLYBDENUM DISULFIDE GR-EPS T • -Mobile- -PROJECT INFORMATION: BIRCH CREST & 142ND/SCL/LEE SE03559F 0030 S 740TX ST TUKWILA. WA 88168 r—ISSUED FOR: LBUILDING PERMIT REVISION HISTORY: I GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE 1 NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8". 3, NO SPUCES PERMITTED IN GROUND CONDUCTORS. I I 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT ATTHEIR MATING SURFACES AND INSTALLED PER I MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. i i ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG 1 COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT I ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES i OF THE GROUND BAR WILL BE PERMITTED. 'Ifll' I 6, ENSURE ALL MECHANICAL CONNECTOR SARETOROUEDTOTHE 1 MANUFACTURER'S SPECIFIED VALUES. i I 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST6'. I 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. (P) MECHANICAL CONNECTION �J S. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY I METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING I I "CHOKE'POINT. BOND (P) FRL TO (E) MGB I III 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. I (E) MGB MOUNTED NEAR STS+IPMENT rMGB I �I I 11. GROUND RING BURIAL DEPTH SHALL BE 30". 12. A CERTI FI ED CONTRACTOR WILL MAK E ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR ED IVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE I I GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. TH DISTANCES SHALL BE USED: 1 ATFEET, 1 AT 70 FEET, I AND 1 AND 1 AT 35 FEET. THESE DISTANCES AREE SUBJECT TO A SITE BY ❑ SITE BASIS. SHALL BE GIVEN 24 HOURS NOTICE. ALL I WITH COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE ASSOCIATED I EXPENSE OF THE CONTRACTOR, SYMBOL LEGEND: MGB 1 Tr MASTER GROUND BAR AGB TT ACCESSORY GROUND BAR 1 I ■ CADWELD • MECHANICAL CONNECTION COPPER GROUND ROD GROUND INSPECTION WELL EXPOSED WIRING — — — — — — UNDERGROUND WIRING (P) MkCHANICAL CONNECTION Ir 1 BOND FROM (P) ANTENNAS TO (E) ADS (P) MECHANICAL CONNECTION (E) AGE MOUNTED NEAR ANTENNAS GB I^ � I V �1 ELECTRW L GROUNDING PLAN E-1 22x34 SCALE: 1l2' = 1' I U17 SCALE: 1/4" = 1' T M.Mobile• PROJECT INFORMATION: BIRCH CREST & 142ND/SCL/LEE SE03559F 4030 S 14OTN BY TUKWILA, WA 98158 ISSUED FOR: BUILDING PERMIT REVISION NIBTORY: 80. e I f I I Q, srueoi . P a —1— IT Q1 s is IT PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851.1106 DRAWN BY: CNK. BY: C JL eJ LICENSURE: •try' DRAWING INFORMATION: DRAWING TITLE: ELECTRICAL GROUNDING PLAN DRAWING NUMBER: E-1 TYPE TA TYPE VN TYPE NO TYPE SS TYPE W TYPE VS TYPE VB TYPE PT TYPE GT TYPE GY TYPE OR _ TYPE GL gTYPICAL CADWELD CONNECTIONS E-2 N.T.S. HARDER GROUNDING BAR O3614824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN 02 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE COAX CABLE GROUNDING KITS WITH ® HARGER GROUNDING BAR LONG BARREL COMPRESSION LUGS, m OGBI14412GOR EQUAL INSTALLED BY CONTRACTOR. O ANTENNA MOUNT GROUND O COAX CABLE ® GROUNDING KITS m � p IV m 0 ® - 02SOLID BARE TINNED ® m COPPER WIRE TO GROUND RING- PROVIDE(2) PER MOB 02 GREEN INSULATED COPPER WIRE TO MOB AT BOTTOM OF POLE - = CADWELD TYPICAL MGB �21 GROUND BAR DETAILS E 2 N.T.S. TYPICAL AGB T . BMobile- PROJECT INFORMATION: BIRCH CREST & 142ND/SCL/LEE SE03559F 410a0 S TaOTH ST TUKWILA, WA 88168 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: CHK xo. P : Qaao� PEAaEo��NEsIT �' I..�: sissueoo un PLANS PREPARED BY,- B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206-851.1106 -DRAWN BY: GHK. BY: JL BJ LICENSURE: A4q DRAWING INFORMATION: DRAWING TITLEOM1B ELECTRICAL GROUNDING DETAILS DRAWING NUMBER: E-2 SITE LOADING CHART SECTOR COLOR ANTENNA MODEL N VENDOR AZIMUTH (TNI MECHANICAL OOWNTILT ELECTRICAL DOWNTILT RADIATION CENTER ALPHA RED SBNHH-1D65C COMMSCOPE 120' 0' 2° 41'4I"AGL BETA GREEN SBNHH-1065C COMMSCOPE 220• 0' 2' 41'41"AGL =�MMABWE SBNHH-1065C COMMSCOPE 345° 0° 3' 41'3"AGL 8.69" ,}' 4.98" ® Q COMMSCOPE TWIN STYLE 3C TMA aV= NOTE: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 2. CONTRACTOR TO DI P CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: • ALL COAXIAL CABLES TO BE MAR KED WITH COLOR COOED 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. CO AXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'4)"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. * 4.97' * t�'8] Fl, 4.48. 8.86 COMMSCOPE TWIN DIPLEXER ELECTRICAL TAPE: 3 LAVERS WITH 2" TAPE AND 3 LAYERS IN V4" TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS BUTYL TAPE SHALL BE CUT (DO NOT STRETCH). COAT ELECTRICAL TAPE (1 LAVER) (ALSO KNOWN AS MASTIC TAFFY TAPE) WITH 3M SCOTCHKOTE SPRAY SEALER fir- CONNECTORS (TYP) }r^ I STEP 1 STEP 2 STEP 3 STEP 4 I I 1 COAXIAL CABLE WEATHERPROOFING �1 RF-1 SCALE:NTS ANTENNA AND COAX GENERAL NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY TJMOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COL OR CODING: ANTENNAS TO BE NUMBERED IN 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" WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: 41-ATANTENNA CONNECTION 42 - AT ENTRY TO EQUIPMENT CABINET S. 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), 8 DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRIC AL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, 8 CABLE DIAMETER WITH PROJECT MANAGER. m m COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER I HEIGHT I WIDTH I DEPTH WEIGHT S8NHH-1D65C I 961n 11.9 in 7.1 in 49.6lb. CONNECTORS STANDARD MOUNTINGHARDWARE (6) 7-16 DIN INCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH S.W. 1]t0-2360 MHx I 145' 1].]-18.5 EBi 64'x6 VSWR I MAX INPUT POWER ELEVATION B.W. <1.51 1350WATTS 5.0-t0.7' T M MMobile• PROJECT INFORMATION: BIRCH CREST & 142ND/SCL/LEE SE03559F 4D.T0 S 140TH ST TUKWILA, WA 98168 ISSUED FOR: BUILDING PERMIT REVISION HISTORY: PAT.: D111PIMINi — —I Qais aei_ven neo H Qvai s 1s o rva PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: C11K. BY: .IL BJ LICENSURE: DRAWING INFORMATION: DRAWING TITLE: RF DETAILS DRAWING NUMBER: RF-1 Configuration 703E_GDSh (FRLB Ground diplexed with a Hexport for 700/UMTS AWS/GSM) T . •Mobile- PROJECT INFORMATION: BIRCH CREST 8: 142ND/SCL/LEE SE03559F 4030 S 1 U ST TUKWIIA, WA 9B 168 "FIR : [ISSY BUILDING PERMIT REVISION HISTORY: Qrzot .n[n AeaiN Q� irzo u ua i PUNS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851.1106 -DRAWN BY: CHK. Br: IL BJ LICENSURE: OkIl- -DRAWING INFORMATION: DRAWING TITLEOX1B RF DETAILS DRAWING NUMBER: RF-2