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Home My WebLink AboutPermit D16-0028 - T-MOBILE - ANTENNAST -MOBILE 130 ANDOVER PARK E BLDG 1 EXPIRED 09/1 3/1 6 D16-0028 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0223100040 130 ANDOVER PARK E BLDG 1 Project Name: T -MOBILE Permit Number: Issue Date: Permit Expires On: D16-0028 3/17/2016 9/13/2016 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PUGET SOUND BLOOD CENTER 921 TERRY AVENUE DIRECTOR OF ADMINISTRATION, SEATTLE, WA, 98104 VINH DINH 617 8TH AVE S , SEATTLE, WA, 98104 SAC WIRELESS LLC 1501 E WOODFIELD RD SUITE 300E , SCHAUMBURG, IL, 60173 SACWIWL852J2 T -MOBILE 19807 N CREEK PARKWAY , BOTHELL, WA, 98011 Phone: (206) 295-5926 Phone: (847) 944-1600 Expiration Date: 7/1/2017 DESCRIPTION OF WORK: REPLACING (4) EXISTING HEX ANTENNAS WITH (3) 8' LOW BAND ANTENNAS AND (2) QUAD PORT ANTENNA. ADD (4) FRLB, (1) FRIG, (1) FXFC AND (4) DIPLEXERS. THE FACILITY IS ON THE ROOFTOP WITH ANTENNA AND RADIO EQUIPMENT PAINT TO MATCH THE BUILDING Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Fees Collected: $824.42 Occupancy per IBC: Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2012 2012 2012 2012 2012 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No / Permit Center Authorized Signature: ,(.�/ ��``� Date: 037( 7/ /c I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agrfe to the conditions attached to this permit. Signature: Print Name: Date: 3//7`/6 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Readily accessible access to roof mounted equipment is required. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 8: 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 buildingcode 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. 11: Ensure that the emergency power shut-off switch de -energizes both primary and secondary power and is clearly labeled with a readily visible sign of contrasting background. 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. D '007•0 Project No. Date Application Accepted: ICIIiii Date Application Expires: 1 (For office e only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 0223100040 Site Address: 130 ANDOVER PARK E, TUKWILA, 98188 Suite Number: Floor: New Tenant: ❑ Yes 0..No Tenant Name: T -Mobile PROPERTY OWNER Name: Vinh Dinh Name: Park East Building Inc. Address: 617 8th Ave. S Address: 1501 N 200TH ST City: Seattle State: WA City: SHORELINE State: WA Zip: 98133 CONTACT PERSON — person receiving all project communication Name: Vinh Dinh Address: Address: 617 8th Ave. S Phone: Fax: City: Seattle State: WA Zip: 98104 Phone: (206) 295-5926 Fax: City: Centennial State: CO Email: vinh.dinh@md7.com Phone: (303) 223-4864 Fax: GENERAL CONTRACTOR INFORMATION Company Name: TBD - pending bid award Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Applications\Forms-Applications On Line\2011 Applications\Permit Application Revised - 8-9-1 (.does Revised: August 2011 bh ARCHITECT OF RECORD Name: , I T.06 1( Company Name: PM Design J {e�'t CLfC-0kt Architect Name: Maurissa Muha State: l�A._ Zip: pgl0 / Address: 7200 South Alton Way, B-270 City: Centennial State: CO Zip: 80112 Phone: (303) 223-4864 Fax: 778-5536 Email: mmuha@pmdginc.com ENGINEER OF RECORD Name: , I T.06 1( Company Name: CG Engineering J {e�'t CLfC-0kt Engineer Name: Joseph G Galusha State: l�A._ Zip: pgl0 / Address: 250 4th Ave. S, Ste 200 City: Edmonds State: WA Zip: 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: , I T.06 1( Address: ' p g©7 J {e�'t CLfC-0kt City: • v I( State: l�A._ Zip: pgl0 / Page 1 of4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): The scope of work includes replacing three (3) existing HEX antennas with three (3) 8' low band antennas and two (2) quad port antenna. Add 4 FRLB, I FRIG, 1 FXFC and 4 diplexers. The facility is on the rooftop with antenna and radio equipment paint to match the building. Will there be new rack storage? ❑ Yes .. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Pennit Application Revised - 0-9-I l.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2"d Floor 3`d Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? 0 Yes 0 No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:\Applications\Forms-Applications On Line \201 I Applications\Pennit Application Revised - 0-9-I l.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate O .. Highline ❑... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...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): 0 ...Right-of-way Use - Nonprofit for less than 72 hours 0 ...Right-of-way Use - No Disturbance 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ . ❑ . ❑ . ❑. ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size .. 0 ...Water Only Meter Size ❑ ... Sewer Main Extension Public ❑ ❑ ...Water Main Extension Public 0 WO # WO # WO # Private 0 Private 0 0 .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applications\Fortes-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docc 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 OW ER Signature: AUT 0 ZED AGENT: Print Name: Vinh Dinh Mailing Address: 617 8th Ave S H: Applications\Forms-Applications On Line\201I Applications\Permit Application Revised - 8-9-1 I.docc Revised: August 2011 bh Date: 01/27/2016 Day Telephone: (206) 295-5926 Seattle WA 98104 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK PAID $824.42 D16-0028 Address: 130 ANDOVER PARK E BLDG 1 Apn: 0223100040 $824.42 DEVELOPMENT $800.30 PERMIT FEE R000.322.100.00.00 0.00 $482.30 PLAN CHECK FEE R000.345.830.00.00 0.00 $313.50 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.12 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R7535 R000.322.900.04.00 0.00 $24.12 $824.42 Date Paid: Friday, January 29, 2016 Paid By: T -MOBILE Pay Method: CHECK 3229629 Printed: Friday, January 29, 2016 12:20 PM 1 of 1 CANN( SYSTEMS C C, ENGINEERING civil & structural engineering & planning FOLE7 T • •Mobile STRUCTURAL ANALYSIS REPORT REVIEWED FOR CODE COMPLIANCE APPROVED FEB 2 5 2016 City of Tukwila BUILDING DIVISION 250 4th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 SE04001A Park East Rooftop Site CITY OF Tu i(A L A FEB 0 8 2016 PERMIT CENTER 130 Andover Park East Tukwila, WA 98188 12/11/2015 D0i245601 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-3 SITE DATA 4-6 LATERAL LOAD CALCULATIONS 7-8 APPURTENANCE & MAIN STRUCTURE ANALYSIS 9-17 STRUCTURAL MARK-UPS 18 STRUCTURAL DETAIL SS -1 APPURTENANCE DATA SHEETS A1 -A3 ARCHITECTURAL DRAWINGS (EXCERPT) A4 -A9 T -Mobile SE04001A Park East —15245.601 Structural Analysis Report December 11, 2015 Page 1 INTRODUCTION CG Engineering was retained by PM Design Group, Inc (Client) to provide structural analysis of the existing structure for the site modifications proposed by T -Mobile. The structural analysis completed by CG Engineering was inclusive of the structural elements that were affected by the addition of equipment and antennas associated with the proposed T -Mobile site modifications. Where applicable, this includes the antenna and equipment support structure and affected portions of the existing main structure. SITE DESCRIPTION The site is located on the rooftop of an existing 4 -story building with an overall height of approximately 43'-6". The appurtenances are mounted to existing mechanical unit screens walls. The antennas will have an overall tip height of 53'-6". The Client provided us with structural calculations for the original site installations, dated 12/15/1999. Photos of the site and architectural plans were also provided for the proposed revisions. CG Engineering performed a site walk on 12/09/2015 to gather as -built information. All geometry, member sizes, and material strengths used in our analysis were based on this information. If anything differs from the information contained in these documents, CG Engineering should be notified to revise our analysis. APPURTENANCE CONFIGURATION The structure was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us from the Client. This table includes all known existing and future antennas for this site. Sector Existing Appurtenance Configuration Proposed Appurtenance Configuration (Bold=New) Mount Type (1) Commscope Panel Antennas Model No. #TMBXX-6516-A3M (1) Commscope Panel Antennas Model No. SBNHH-1D65C (1) FRIG (1) FRLB Mount A (1) FXFB (1) FRIG appurtenances to (1) COVP (1) FXFB existing antenna (1) FRIA (1) COVP mounting frame (4) Diplexer (1) FRIA (4) Diplexer (1) Commscope Panel Antennas (1) Commscope Panel Antennas Model No. #TMBXX-6516-A3M Model No. SBNHH-1D65C (1) FRIG (1) FRLB Mount B (1) FXFB (1) FRIG appurtenances to (1) COVP (1) FXFB existing antenna (1) FRIA (1) COVP mounting frame (4) Diplexer (1) FRIA (4) Diplexer Com ENGINEERING Table continued on following page... 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 I f. 425.778.5536 www.cgengineering.com T -Mobile SE04001A Park East —15245.601 Structural Analysis Report December 11, 2015 Page 2 The coax cables that serve the antennas weigh less than 5 lb/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. ANALYSIS CRITERIA The parameters in the following table were used in our analysis of the structure based on its location. City of Tukwila, WA (2) Commscope Panel Antennas Seismic Criteria Basic Wind Speed w/o Ice (3-s Gust): 110 mph (1) Commscope Panel Antennas Model No. HBXX-3319DS-A2M 0.967 Exposure: B Model No. #TMBXX-6516-A3M Model No. LNX-6515DS-A1M 0.540 Notes: 1. Refer to the attached topographic maps used to determine the topographic factor 2. Parameters based on the 2012 International Building Code (IBC) and referenced standards. (1) FRIG (1) FRLB Mount G (1) FXFB (1) FRIG appurtenances to (1) COVP (1) FXFB existing antenna (1) FRIA (1) COVP mounting frame (4) Diplexer (1) FRIA (4) Diplexer (1) Commscope Panel Antennas Model No. HBXX-3319DS-A2M Mount D (4) Diplexer (1) FRLB (1) FRIG appurtenances to new antenna mounting frame (1) FXFC The coax cables that serve the antennas weigh less than 5 lb/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. ANALYSIS CRITERIA The parameters in the following table were used in our analysis of the structure based on its location. City of Tukwila, WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice (3-s Gust): 110 mph Risk Category: II Sds: 0.967 Exposure: B Kzt (ASCE 7-10): 1.0 Sd1: 0.540 Notes: 1. Refer to the attached topographic maps used to determine the topographic factor 2. Parameters based on the 2012 International Building Code (IBC) and referenced standards. APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined to be sufficient to support the proposed loads. Additionally, the existing structure has been determined to be sufficient to support the proposed appurtenance configuration. CONCLUSIONS/RECOMMENDATIONS We have determined that no upgrades to the existing structure are required for the proposed T -Mobile installation as described above in the appurtenance configuration tables. • Appurtenance Anchorage in Sectors "A", "B" and "G": The appurtenances shall mount to the existing 2" standard pipes on the existing antenna mounting frames. Attach the appurtenances to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. C O ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 I f. 425.778.5536 www.cgengineering.com T -Mobile SE04001A Park East —15245.601 Structural Analysis Report December 11, 2015 Page 3 • Appurtenance Anchorage in Sectors "D" The appurtenances shall mount to new 2" standard pipes on the new antenna mounting frame. The mounting frame shall attach to the existing screen wall via vertical HSS 8x4x3/16 per detail SS -1 (attached). Attach the appurtenances to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. • Vertical Support Tube in Sector "G" Provide a new HSS 8x4x3/16 vertical tube in sector "G" per 2/A-3 to support the horizontal 3" standard pipe mount. The tube shall attach to the existing screen wall per detail SS -1 (attached). CONDITIONS OF ANALYSIS This structural analysis is based on the documentation that was available to us. CG Engineering should be contacted immediately if there are any discrepancies with the information stated within this report. Our analysis is based on the assumption that the structure has been properly installed and is maintained to the minimum standards required by code. We assume the structure has no known deterioration or damage that would adversely affect its capacity. REFERENCE DOCUMENTS The following documents were provided to us by the Client for our analysis: 1. "Calculations and Details for a Cellular Telephone Antenna Installation", by Beisans Engineering, dated 12/15/1999 O ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 I f. 425.778.5536 www.cgengineering.com dig USGS Design Maps Summary Report User -Specified Input Report Title SE04001A Park East Wed December 9, 2015 21:47:50 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45872°N, 122.24933°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III FLD KI! :Yin RENTON WWI Burin IIA TACOMA Wit ‘.7 Ai3PORT s I 4 ,41 tai ` USGS-Provided Output SS = 1.450 g S1 = 0.540 g MORT+ jte SMS = 1.450 g SM1 = 0.810 g (i71 ent SDS = 0.967 g SD1 = 0.540 g j = 1.0 =I,S For information on how the SS and SI. values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. 1.65 1.50 1.35 1.20 1.05 0.90 ro 0.75 0.60 0.45 0.30 0.15 0.00 0.00 NICER Response Spectrum 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.80 Period, T (see) 2.00 1.10 1.00 0.90 0.90 0.70 Ci 0.60 0.50 0.40 0.30 0.20 0.10 0.00 0.00 Design Response Spectrum 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.20 Period, T (see) 2.00 Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the DELORME Topo North America 10 h 1� ■.11�'■■■1 Lake Ridge //Weft 1THi 1j" TH�iiii_��N ' a 'p l�� a �—+ REJP.. 2 ARK'D %i — 5 116TH 57�T� �,�\ 157 `� `1P6-41:1 6� ' RF�y� 11111111•11 �� war EL 9G. ; ilu jl 8T r� H ■�[[j O�i� ■ 5 ��/� cot • � S G'HeightsGq ��A1 `� • w12�n��''Allentown :Tr/I"' ii \� �V F'w� ,�IV cn�� nton MtnicipN HghlandsPark V4 �fS 124TH ��V Black•River >ai Z, N • E jj I 'II' Bouleva d'Park n oP ' ■ 5 �� ,l& ¢ H a in �� t E( JO 6� e 1 �� ^ � � .'28THST , v �l r x t .- 5 U NS � �/I - U y5 m �� m;�� Ii#ty ; e \ rOVS' 5 '`1 � fosterED ----?:_sN3/4 °`■Nro r: SWWSUN ;BLVD L1 e� , EVi'''. iHighiine > 1 '111 I. =—� �� w � ';: '�� 1 u1uu&a ° ... - /'Y�a� , / e Q �� N Riverton Heights MI e .1�� S _2— ` i —i ��■,® Al Into PERIMETER -RD � 154A-, c = 0� �.1 J .Five Comers Plaza a> / / L• Wt22° 14.960' 0' ' 2 \ pl / ' my. ■ ' I II I N' ,- , w rn t l ,..0) .. r� r— •r ^11W -ar--.—_,,�---•^ '= t—�', i tit > - WX Vir—.17.11W' sea7ac �z Mill - 1� I 1 V� ai �� 1 ra ��N� �°� ¢, p e, MCVan McMicken Heights I ' mMil .. `. . !iii g Nall ur. 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Topo North AmericaTM 10. www.delorme.com TN if IRI mos) Scale 1 : 62,500 1" = 5,208.3 ft Data Zoom 11-6 DELORME -1r'—West Di*Vnish mill 11111-�_- 157\5�1 S 116TH ST �@; In 8TN �.'�� Southern Height."11‘4111k 1 Allentow S 124TH ST ,I"' Illill�V :n o ■ 5 Bouieva dtPark P 1 1 Q�� 156' Riverton _ 'S3 Wtona 'I a, gy .�. v - nil rn Fostertn ! unset Pa ;71 1� I �Hl I�itne W�pN�111� , �•,1 �� 111111111M11111•1ilW 11 cam• PEI Riverton Heights PERIMETER -RD Topo North America"' 10 Black -River �liV = S ,128TH -ST" .1> MEE SWSUN Renton ErSeaTac• Il�n� k- McVan McMicken' Heightts :.il1■111G 11am.11� TOMO' • >�� N47° 27 463' W122° 14.960' S 180TH Orillla I r o S 200TH ST S a Tac f 3 ` O z W to/I 1�'n 1 ¢ _ISI _IN tlEgai �' hill m in i l .' Benson Hillal 1 IMAM IP � -r 4,1 North Hill S 208TH STo S 216TH -ST 212THSTS21211HST Anderton P 394.6 ft — 300 ft — 200 ft — 100 ft — I I 1 mi 1.50 mi 2.50 mi I I 3 mi 3.50 mi Lin Dist: 4.0 mi Climb Elev: 182.5 ft Climb Dist: 1.2 mi Terr Dist: 4.0 mi Desc Elev: 525.4 ft Data use subject to license. © DeLorme. Topo North American' 10. www.delorme.com Desc Dist: 1.7 mi Elev Gain: -342.9 ft Max. Elev: 394.6 ft Avg Grade: 3 Elev: 15.9 ft TN IfMN (16.re) Scale 1 : 62,500 1" = 5,208.3 ft Data Zoom 11-6 6 Seismic Force: Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613 & ASCE 7-10 Section 13.3) 0.2s Spectral Response Acceleration, Site Class B, S, 1.05 Spectral Response Acceleration, Site Class B, 51 Site Class Seismic Design Category Site Coefficient per 5, & Site Class, Fe Site Coefficient per Si & Site Class, F0 SMS = F,S, SMI = F051 5D5 = 2/3 SMS SDI= 2/3 SM3 (Per ASCE 7-10, 13.3) Component Amplification Factor, ap Component Response Modification Factor, Rp Component Importance Factor, I, Component Operating Weight, Wp Height in structure at lowest point of attachment of component, z1 Height in structure at highest point of attachment of component, z2 Average Roof Height of Structure, h it/ Max. seismic design force, Fp„,„ = 1.65D5IpWp W Min. seismic design force, Fpm;,, = 0.35mlpWp • 1.450 (ASCE 7, Figure 22-1 thru 22-6) = 0.540 (ASCE 7, Figure 22-1 thru 22-6) = D (ASCE 7, Section 11.4.2) D (ASCE 7, Tables 11.6-1 & 11.6-2) = 1.00 (ASCE 7, Table 11.4-1) = 1.50 (ASCE 7, Table 11.4-2) • 1.450 (ASCE 7, Section 11.4.3) = 0.810 (ASCE 7, Section 11.4.3) = 0.967 (ASCE 7, Section 11.4.4) = 0.540 (ASCE 7, Section 11.4.4) Seismic design force, Fp — 1.0 2.5 1.0 Wp 43.5 43.5 43.5 (ASCE 7, Table 13.6-1) (ASCE 7, Table 13.6-1) (ASCE 7, Table 1.5-2) (Ib) (ft) (ft) (ft) 0.4apSD5Wp (1+2z/h) Rp/Ip (Eq. 13.3-1) _ Seismic design force at lowest point, FP1 = Seismic design force at highest point, FP2 = Min. seismic design force, Fp,,,;. = Max. seismic design force, F5,t,,, = 0.464 Wp 0.464 We 0.290 We 1.547 We Seismic design force, Fp (ASD) = 0.331 Wp (Eq. 13.3-2) (Eq. 13.3-3) Fp(AVG)- 0.464 C C O ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description By DTR Date 12/9/2015 Checked Seismic Loads For Components & Systems Date Project SE04001A Park East Sale N.T.S. Job No. 15245.601 Sheet No. 7 Wind Load Calculation for Other Structures (Reference: 2012 IBC Section 1609 & ASCE 7-10 Chapter 29) Wind Velocity Pressure: Average Roof Height of Building, h (ft) Height of Other Structure, z (ft) Basic Wind Speed, Via (mph) Exposure Category Risk Category Velocity Pressure Coefficient, Kh Topographic Factor, Kr, Wind Directionality Factor, Kd Velocity Pressure, qh (psf) Design Wind Load on Other Structures Horiz Gust Effect/Force Coefficient, (GCr) = 43.5 (Per Architectural Drawings) 53.5 (Per Architectural Drawings) • 110 (ASCE Figure 26.5-1) • B (ASCE Section 26.7.3) = II (IBC Table 1.5-1) 0.78 (ASCE Section 29.3.1 & Table 29.3-1) 1.00 (ASCE Section 26.8.2 & Figure 26.8-1) • 0.85 (ASCE Section 26.6 & Table 26.6-1) qh = Vert Gust Effect/Force Coefficient, (GCr) _ Projected Area Normal to the Wind, Af or A, (ft2) = Design Lateral Wind Load, F (lbs) _ 0.00256KhKztKdV^2 (ASCE Eq. 29.3-1) 20.43 psf 1.9 (ASCE Section 29.5.1) 1.5 (ASCE Section 29.5.1) Af or A, (Projected Wind Area) qh(GCr)Af & (ASCE Eq. 29.5-2 & 29.5-3) qh(GCr)Ar LRFD Horiz Force, Fh = 38.8 psf x Af 0 Vert Force, Fv = 30.6 psf x Ar ASD Horiz Force, Fh = 23.3 psf xAf 20 Vert Force, Fv = 18.4 psf x Ar K, or Kh (ASCE Table 29.3-1) Height Z (ft) Exposure B Exposure C Exposure D 0 0.57 0.85 1.03 15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 1.27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 1.55 180 1.17 1.43 1.58 200 1.20 1.46 1.61 C .. CD ENGINEERING Suite 200 Edmonds, WA 98020 Description By DTR Date 12/9/2015 Checked Wind Loads For Components and Systems Date Project SE04001A Park East Scale N.T.S. lob No. 15245.601 Sheet No. B I AN- . N-Cx i 14nK:- t C5 a, o r rc, t 5 0 C.S ; c.,t 10.10 , `0. . : 95,0 2 - ► O l Q lJGCa-` : I '25.0 1 2c.� �1.. : .1.9-615-x' 2c 9,$ 3K�.13 :2.5.0 1. L.. i i ' � 2S5. C3 I �f � G '5-I I It1-1115 icfitAi i 1 1_64)11; i!1 1 : ,,1...,,,,u r�vt VVei F Id I:' 1 I 1 .:. I. i '•I 1 j •I l)III. S, C_C ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com !I-44144. 4_ 41(,0 l�ar�t is r Description 1Zoete/4 -'.V S`. , ! : : 5,6•41) -,.711 ,s1 -t pp,T q,Lj By pijZ Checked Date l2rel4 s Date Scale Project 5.6.--0/1 Ca` A pert t, a4st Job No. 1,5145,661. Sheet No. T -1-61.4471G— A HcAaret45.4 I . ,r4 • • •� ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description 01f -iiiS By (9► z, Checked Date (tfry,5 Date �( Scale Project a r odlGolA P) -(.L Job No. Sheet No. PARTS LIST N CO 2 m O N m N CO N 0 co 0 N 0 5 F z O O 0 to 0 N 0 O 0 0 0 O 0 c N N PART DESCRIPTION HEAVY WALL MOUNT BRACKET 12" xX 12" WALL MOUNT BACKING PLATE ci O S 0 0 z 0 W O a K x F N 114" x 2" FLAT STOCK 112" HDG USS FLATWASHER 1/2" HDG LOCKWASH ER 1/2" HDG HEAVY 2H HEX NUT N N COa x NCV N N 0 N C, aO 0 5 N U' N N 0 CO O CO N W F N M O N C- • 0 O 0 0 0 9li 19_} m O IjN 0 J Iv I E i PAGE 1 OF 1 i N N 0 V) z N N 0 U) a 0 w T 0 N N Co r m x O L. m w E a O I— o D a U 2 m e. h O N 5 o U TOLERANCE NOTES W co CL • o0 0 • LL LL Z 00 W Zz IZZ00 01.. V O es 0 Z 0 s - co 03 ^o Wal qO Z WDo p O 0 0 is p0 �C 0Vr =SWC.* Sz0Z � QUaW=m OW=i I Q 0 W +I Q 0 0 f a ,(4OSaFKK Ox" �W_IWOp00 0 ./W 409 J _10.10 11 t. hg IS g ig �o- 2.5 ilE pp� Q9e 421 $lea 1/ CG Engineering 250 4th Ave South, Suite 200 Edmonds, WA 98020 (424)778-8500 Tide Block Line 6 Project Title: Engineer: Project Descr: Project ID: Rimed 10 DEC 2015, a02AM Steel Beam rales= Projects115245 PM Design GroupfT-Moblle1601 SE04001A Park Eesll StrudurulEnglneednglperk eastec6 ENERCALC. INC. 1983.201E Buge:6.15.12.4, Ver6.15.12.4 Description : Vertical Mounting Pipe CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination ASCE 7-10 w10,4n11 Fy : Steel Yield : E: Modulus : 35.0 ksi 29,000.0 ksi Applied Loads Beam self weight NOT internally calculated and added Load(s) for Span Number 1 Point Load: W=0.9720kan.3.Oft Moment : D = 0,640 k-8, Loc = 3.0 ft in span DESIGN SUMMARY Maximum Bending Stress Ratio = 0.710: 1 Section used for this span Pipe2xS Ma : Applied 1.195 k -ft Mn / Omega : Allowable 1.684 k -ft Load Combination +0+0.60W+H Location of maximum on span 3.0009 Span #where maximum occurs Span #1 Maximum Deflection Max Downward Transient Deflection 0.316 in Max Upward Transient Deflection 0.000 in Max Downward Total Deflection 0.193 in Max Upward Total Deflection -0.013 in span^eon seems Service loads entered. Load Factors will be applied for calculations. Maximum Shear Stress Ratio = Section used for this span Va : Applied VNOmega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 227 0 4180 373 5369 Design OK 0.045 : 1 Plpe2xS 0.3983 k 8.802 k +D+0.60W+H 3.000 ft Span#1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Summery of Moment Values Summary of Shear Values Segment Length Spen# M V Mmax+ Mmax- Ma Max Mm Mnx70mega Cb Rm Va Max Vnx Vnx7Omega +D+H Dsgn. L = 6.00 ft +D+L+H Dsgn. L= 6.00 ft +D+Lr+H Dsgn. L = 6.00 ft +D+S+H Dsgn. L= 6.00ft +D+0.750Lr+0.750L+H Dsgn. L= 6.00 ft +0+0.75OL+0.7505+H Dsgn. L = 6.00 ft +D+0.60W+H Dsgn. L = 6.00 ft +0.0.700+11 Dsgn. L= 6.00 ft +D+0.750Lr+0.750L+0.450W+H Dsgn. L= 6.00 ft +D+0.750L+0.750S+0.450W+H Dsgn. L = 6.00 ft +0+0.750L+0.7505+0.5250E+H Dsgn.L= 6.00 ft 0.190 0.012 0.32 -0.32 0.32 2.81 0.190 0.012 0.32 -0.32 0.32 2.81 0.190 0.012 0.32 -0.32 0.32 2.81 0.190 0.012 0.32 -0.32 0.32 2.81 0.190 0.012 0.32 -032 0.32 2.81 0.190 0.012 0.32 -0.32 0.32 2.81 0.710 0.045 1:19 1.19 2.81 0.190 0.012 0.32 -0.32 0.32 2.81 0.580 0.037 0.98 0.98 2.81 0.580 0.037 0.98 0.98 2.81 0,190 0.012 0.32 -0.32 0.32 2.81 1.68 1.32 1.00 0.11 1.68 1.32 1.00 0.11 1.68 1.32 1.00 0.11 1.68 1.32 1.00 0.11 1.68 1.32 1.00 0.11 1.68 1.32 1.00 0.11 1.68 1.44 1.00 0.40 1.68 1.32 1.00 0.11 1.68 1.47 1.00 0.33 1.68 1.47 1.00 0.33 1.68 1.32 1.00 0.11 14.70 8.80 14.70 8.80 14.70 8.80 14.70 8.80 14.70 8.80 14.70 8.80 14.70 8.80 14.70 8.80 14.70 8.80 14.70 8.80 14.70 8.80 CG Engineering 250 4th Ave South, Suite 200 Edmonds, WA 98020 (424)778-8500 Tide Block Line 6 Project TiUe: Engineer: Project Descr. Project ID: Rimae 10 DEC 2015. 8..02AM Steel Beam mless Projecb115245 PM Design Group\T-Moblle1601 8 0040 018 Park Eesti Strudme0Engineesinglpmk eeslec6 ENERCALC, INC. 1983-2015, Build:6.15.12.4, Ver.6.15.124 Description : Vertical Mounting Pipe Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span# M V Mmax + Mmax - Ma Max Mnx Mnx/Omega Cb Rm Va Max Vnx Vnx/Omega +0.600+0.60W+0.60H Dsgn. L= 6.008 1 +0.60D+0.70E+0.60H Dsgn. L= 6.000 1 Overall Maximum Deflections Load Combination 0.634 0.040 1,07 1.07 2.81 1.68 1.40 1.00 0.36 14.70 8.80 0.114 0.007 0.19 -0.19 0.19 2.81 1.68 1.32 1.00 0.06 14.70 8.80 Span Max. Dell Location in Span Load Combination Max. '+• Deft Location in Span W Only Vertical Reactions Load Combination 0.3165 3.000 Support notation : Far left Is #1 0.0000 Values In KIPS 0.000 Support1 Support2 (Neal MAXImum Overall MINimum ▪ D+H +D+L+H + D+Lr+H + O+S+H +0+0.750Lr+0.750L+H +0+0.750Lw.755S+H +0+0,60W+H +0+0.700+H + D+0.750Lr+0.750L+0.450W+H +1:1+0.750L+0.7505+0.450W+H +D+0.750L+0.750S+0.5250E+H +0.60D+0.60W+0.60H +0.60D+0.70E+0.60H D Only It Only L Only S Only W Only E Only H Only 0.486 -0.064 -0.107 -0.107 -0.107 -0.107 -0.107 -0.107 0.185 -0.107 0.112 0.112 -0.107 0.228 -0.064 -0.107 0.486 0.064 0.107 0.107 0.107 0.107 0.107 0.107 0.398 0.107 0.325 0.325 0.107 0.356 0.064 0.107 0.486 0.486 It V ev4i.,/,,f7, 7;112' , . ( en % ? "ra-..-Ir `v :... \% = 3Z1c }3 a, EKG 1c5 11 \1: ? f�a1- 2g2 = 4SZ 1_--- 1 � 1 i —� �Gi_ H Gr a -4c l C .iQ i 7 Gktrr 1...': i i . .• f 5a vele- �, • I. C � ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description A Aav kme 5i' S Checked Date \ 5 910 Date ((/ 11(' J Scale ProjectE041.64Ct \6•14.2.- F R.lt Job No. 15285- f O Sheet No. 13 CG Engineering 250 4th Ave South, Suite 200 Edmonds, WA 98020 (424)778-8500 Title Block Une 6 Project Tile: Engineer: Project Descr. Project ID: nbrn ro DEC2015. eMMJA Steel Column reless Prolecb115l45 PM Design Gmup1T-MabkO501 SEsI00IA Pen Ent_ShicAmMF-AgMemMtpert entec8 ENERCALC, INC. 1985.2075. 9Wd:8.15.124, Ver8.i5.7t.4 1 Description : Vertical Mounting Tube (Located within existing screenwal) Code References Calculations perAISC 360-10, IBC 2012, CBC 2013, ASCE 7-10 Load Combinations Used : ASCE 7-10 General Information Steel Section Name : Analysis Method : Steel Stress Grade Fy: Steel Yield E : Elastic Bendng Modulus Load Combination : HSS8x4x3/18 Allowable Strength 42.0 kst 29,000.0 hot ASCE 7-10 Applied Loads Column self weight included : 145.30 lbs • Dead Load Factor AXIAL LOADS ... Axial Load at 10.0 ft, Xecc = 2.000 in, Yecc = -0.000 in, D = 0.640 k BENDING LOADS... Lat. Point Load at 9.0 ft creating My -y, D = 0.4520 k Lal. Point load at 3.0 ft creating My -y, D = 0.1320 k DESIGN SUMMARY Overall Column Height 10.0 ft Top & Bottom Flatly Top & Bottom Pinned Brace condition for deflection (buckling) along columns: X -X (width) axis : Filly braced against buckling along X -X Axis Y -Y (depth) axis : Fuly braced against budding along VW Ms Service loads entered. Load Factors will be applied for calculations. Bending & Shear Check Results PASS Max. Axial+8ending Stress Ratio = Load Combkletbn Location of maxabove base At main= location values am ... Pa : Arial Pn I Omega : Allowable Ma -x: Applied Mnx I Omega : Allowable Ma -y: Applied May/ Omega : Allowable PASS Maximum Shear Stress Ratio = Load Combination Location of maxabove base At maximum location values am... Va : Applied Vn / Omega : Nlowable Load Combination Results 0.04480 :1 +D+H 8.993 ft 0.7853 k 100.096 k 0.0 k -ft 21.377 k -ft 0.5423 k -ft 13.266 k -ft 0.02386 :1 +D+H 9.060 ft 0.4357 k 18.264 k Maximum SERVICE Load Reactions.. Top along X -X 0.4357 k Bottom along X -X 0.1483 k Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Maximum SERVICE Load Deflections... Along Y -Y 0.0 in at for load combination: Along X -X 0.03008 in at for load wmbhatbn 0.0 ft above base 5.302ft above base Maximum Axial + Bending Stress Ratios Load Combination Stress Ratio Status Location Maximum Shear Ratios Stress Ratio Status Location +0+H +D+L+H +D+Lr+H +D+S+H +0+0.750Lr.0.750L+H +D40.750L.0.750S+H +O+0.60W+H .0+0.70E41 +O+0.750Lr.0.7501.0.450W+H +D+0.750L.0.750S+0.450W+H +D.0.750L.0.7505+0.5250E+H .0.600+0.60W.0.60H .0.60D+0.70E+O.60H 0.045 PASS 8.99 ft 0.045 PASS 8.99 II 0.045 PASS 8.99 ft 0.045 PASS 8.99 ft 0.045 PASS 8.99 ft 0.045 PASS 8.99 ft 0.045 PASS 8.99 ft 0.045 PASS 8.99 ft 0.045 PASS 8.99 ft 0.045 PASS 8.99 ft 0.045 PASS 8.99 ft 0.027 PASS 8.99 ft 0.027 PASS 8.99 ft 0.024 PASS 9.06 ft 0.024 PASS 9.06 ft 0.024 PASS 9.06 ft 0.024 PASS 9.06 fl 0.024 PASS 9.06 ft 0.024 PASS 9.06 ft 0.024 PASS 9.06 ft 0.024 PASS 9.06 ft 0.024 PASS 9.06 ft 0.024 PASS 9.06 ft 0.024 PASS 9.06 ft 0.014 PASS 9.06 ft 0.014 PASS 9.06 ft CG Engineering 250 4th Ave South, Suite 200 Edmonds, WA 98020 (424)778-8500 Title Block Une 6 Project Title: Engineer. Project Decor Steel Column Project ID: eted. 10 DEC 20M. al AM rein, Pro)ecb115o45 PM Design Gnp1T-MabAelfi01 5604001A Perk E.sn. se cse0Enphteaktplpak eestae ENERCALC. INC. 1983.2015, Busd:8.15.124. Vere.15.124 1 rein, Description : Vetted Mounting Tube (Located wlWn existing scmenwa0) Maximum Reactions Load Combination X -X Ads Reaction Cel Base ®Top V -Y Ads Reardon Base Q Tcp Note: Only non -zero reactions are listed. Mal Reaction Base +0+H +0+1.+1-1 +0+Ir+H +D+S+H +11+0.750Lr+0.750L+H +0+0.750L+0.750S+H .0+0.60W+H +D.0.70E+H +13.0.750Lr.0.7501.0.450 W F1 .0.0.7501.0.7505+0.450W+H .0.0.750L.0.7508.0.5250E+44 .0.600u.60W.0.60H +0.600.0.70E.0.600 D Ory Lr Only L Only S ONy W Only E Only H Only Maximum Deflections for Load Combinations -0.148 -0.148 4.148 4.148 -0.148 .0148 .0148 -0.148 -0.148 -0.148 -0.148 -0.089 -0.089 -0.148 0.436 k 0.436 k 0.436 k 0.436 k 0.436 k 0.436 k 0.436 k 0.436 k 0.436 k 0.436 k 0.436 k 0.261 k 0.261 k 0.438 k 0.785 k 0.785 k 0.785 k 0.785 k 0.785 k 0.785 k 0.785 k 0.785 k 0.785 k 0.785 k 0.785 k 0.471 k 0.471 k 0.785 k Load Conbhalbn Max X -X Delec8on Distance Max Y -Y Detection Distance +D+H +0+1+44 +D+Lr+H +0+5+H +0+0.750Lr.0.7501+44 +0+0.7501.0.7505+1-1 +0.0.60WH +0+0.70E+H +0+0.7501r.0.7501.0.45000+H +0+0.7501.0.7505.0.450 W H .0+0.7501.0.7505.0.5250E+44 .0.600+0.60W0.60H .0.600+0.70E+0.60H 0 Only lr Only L Only S Only W Only E Orly H Only Steel Section Properties : 0.0301 in 5.302 ft 0.000 In 0.000 ft 0.0301 In 5.302 ft 0.000 In 0.000 ft 0.0301 In 5.302 ft 0.000 In 0.000 ft 0.0301 h 5.302 ft 0.000 In 0.000 ft 0.0301 In 5.302 ft 0.000 In 0.000 ft 0.0301 in 5.302 ft 0.000 In 0.000 ft 0.0301 As 5.302 ft 0.000 In 0.000 ft 0.0301 In 5302 ft 0.000 In 0.000 ft 0.0301 h 5.302 ft 0.000 In 0.000 ft 0.0301 h 5.302 ft 0.000 In 0.000 ft 0.0301 h 5.302 ft 0.000 h 0.000 0 0.0180 h 5.302 ft 0.000 Inc 0.000 0 0.0180 h 5.302 n 0.000 In 0.000 ft 0.0301 h 5.302 ft 0.000 In 0000 ft 0.0000 h 0.000 ft 0.000 in 0.000 ft 0.0000 h 0.000 ft 0.000 h 0.000 ft 0.0000 In 0.000 ft 0.000 In 0.000 ft 0.0000 h 0.000 ft 0.000 In 0.000 ft 0.0000 h 0.000 ft 0.000 In 0.000 ft 0.0000 in 0.000 ft 0.000 In 0.000 ft HSS8x4x3116 Title Block Line 6 Teles Proie0115245 PM Steel Column 15 i ----3.4-7e4 :� a?G1-.0� 7 v 6x 3 Zx tyr, TO i {2vice C 'cfL�M.�t "f'k ci ' s ' Y' 0/, ° foe S ,ps ,_7 0, G A: , C � ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description >.4 i 7 , Byi Checked Date II/)C]tS Date G df Scale Project 55-'4 CC (A POI- k7:1 Job No. Sheet No. l� CG Engineering 250 4th Ave South, Suite 200 Edmonds, WA 98020 (424)778-8500 The Block Une 6 Project Title: Engineer: Project Desco ProiectID: Alma 100M 2015 5]849 Steel Beam i/ reins Pnrjec6115245 PM Design GmuplT-Mobi1e1601 SE04001A Perk Ene-ShucMAEnpine85p'per9 eestec0 I ENERCALC. INC. 1853.2015, 6.846.1512,4, Ven6.15.12,4 D escription : Continuous Top & Bottom Chords CODE REFERENCES Calculations perAISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method : Allowable Strength Design Beam Bracing : Beam is Fully Braced against lateral -torsional buckling Bending Axis: Major Axis Bending load Combination ASCE 7-10 D 0+sel au�11n Fy : Steel Yield : E: Modulus : 36.0 ksi 29,000.0 ksl • Applied Loads Beam self weight NOT intemalty calculated and added Unikxm Load : D = 0.1110 klft, Tributary Width =1.0 ft Point Load : D = 0.4360 k Q 4.0 ft DESIGN SUMMARY ewn•&On A na<i1reene Service loads entered. Load Factors will be applied for calculations. Design OK Maximum Bending Stress Ratio = 0.283: 1 Section used forthls span L6x3-1/2x6116 Ma : Applied 1.760 k -ft Mn / Omega : Allowable 6.209 k -ft Load Combination +D+-1 Location of maximum on span 4.0008 Span # where maximum occurs Span #1 Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Maximum Shear Stress Ratio = Section used for this span Va : Applied VNOmega : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.000 In Ratlo = 0.000 in Ratio = 0.058 In Ratio = 0.000 In Ratio = 0030 0 <180 1654 0 <180 0.027: 1 L6x3-1/2x6116 0.6620 k 24.290 k .D+H 0.000 ft Span # 1 Maximum Forces 6 Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span# M V Mmax. Summary of Moment Valdes Summary of Shear Valles Mmax - Ma Max Mnx MrWOnaga Cb Pon Va Max Vnx VnxAOmega .0+41 Dsan.L= 8.00 ft +0.1+41 00981. 8.00 ft +D.Lr+H DsgnL= 8.00 ft .D+S.H D sgnL= 8.008 .0.0.750Lr.0.750L+H O sgn.L= 8.00 ft +0.0.7501.0.7505.41 Dsgn.L= 8.00 ft +5.0.6084.44 D agn. L= 8.00 ft .0.0.70E+41 Do9..L= 8.00 ft .0.0.7501.140.7501.0.450W41 DsgnL= 8.00 ft +0.0.750L.0.7505.0.450W+41 O sgn L = 8.00 ft . 0.0.750L.0.7506.0.5250E.H Osgn. L = 8.00 ft .0.600.0.60W.0.60H 0.283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0.283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0.283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0.283 0.027 1.78 1.76 10.37 6.21 1.00 1.00 0.283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0.283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0.283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0.283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0.283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0.283 0.027 1.76 1.76 10.37 6.21 1.00 1.00 0.66 40.56 0.66 40.56 0.66 40.56 0.66 40.56 0.66 40.56 0.66 40.56 0.66 40.56 0.66 40.56 0.66 40.56 0.66 40.56 0.66 40.56 24.29 24.29 24.29 24.29 24.29 24.29 24.29 24.29 24,29 24.29 24.29 CG Engineering 250 4th Ave South, Suite 200 Edmonds, WA 98020 (424)778-8500 Title Block Line 6 Project Title: Engineer: Project Descr. Steel Beam 1 Protect ID: Rimed. 10 DEC 2015. 53MN Mess Pm4ec6115245 PM Design GrouplT.Mabie1601 SE04001A Pen Een6 StrOrtxe6E1 gineuNplperk eee(ec6 ENERCALC, INC. 1983'2015, 00046.15.12.4, Ver.6.15.124 Description : ConSrMous Top & Bottom Chards Load Comdlalon Max Stress Ratios Summary of Moment Values Summary of Shear Values Segment Length Span # M V Mmax + Mmax - Ma Max Mnx Mnr70mega Cb 40., Va Max Vnx Vnx/Omega Dsgn. L = 8.00 ft .0.600.0.70E+0.60H Osgn 1= 8.00 ft 1 0.170 0.016 1.06 Overall Maximum Deflections Load ConbNetbn Span Max Oel Location In Span Load Combination Max '.• Del Location In Span 0.170 0.016 1.06 1.06 10.37 6.21 1.00 1.00 0.40 40.56 24.29 1.06 10.37 6.21 1.00 1.00 0.40 40.56 24.29 D Only Vertical Reactions Load Combination 0.0580 Syeport1 SLpport2 4.023 Support notation : Far lefI is #1 0.0000 Values In KIPS 0.000 Overall MAXIm m Ovoal MINMm +0+H +0.1.41 + 0.1.+41 .0+0.44 . 0.0.7501n0.750L+H .0.0.7501+0.7505.41 +0.0.6084+41 .0.0.70E+41 .0.0.750Lr.0.7501.0.450W41 . 0.0.7501w.750S.0.450W.11 .0.0.7501.0.7506.0.5250E.H . 0.60D.0.60W.0.60H . 0.600.0.70E+0.60H D Ony Lr Only l any S Only W Only E Only H Ony 0.662 0.397 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.397 0.397 0.662 0.662 0.397 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.662 0.397 0.397 0.662 T • -Mobile • 19407 N CREEK PARKWA.01. 00111ELL. WASHINGTON 9n011 -- 3i 0: g6 3 �' 1a A IIVZ a rat 09 �W am 72 1 E # i -' og Sal �o /, �� N6 W¢ o o �o II � of�� xa� �¢Q dFHwy �x �/� klS Mal PARK EAST SE04001A 130 ANDOVER PARK E TUKWILA. WA 98188 egxlle.,,e. TMO15006.0 EXISTING & PROPOSED ANTENNA LAYOUTS (7 s RE poi LL -1 ' Wi wa cco o� _. _a ,! o� __w F W moo? :ag (E) FRIA TO BE RELOCATED TO (P) PIPE MOUNT (E) HVAC UNIT (E) ANTENNA FRAME TO REMAIN (ME) FXFB S (I)(E) COUP (STACKED) MOUNTED TO (E) ANTENNA FRAME TO REMAIN c F4 i...„, mullim�'-' ,-•z, pU MOBILE RTMZXX550IBA3M DNA 8 PIPE MOUNT TO BE TOED, ALPHA SECTOR, JMUTH (((''' (E)BUILDING PARAPET / WALL Faa =e2 ..•w- .. t., H,s (E) HVAC UNIT ALPHA SECTORS //r E) /, TED p. RAY C (E) FRIA TO BE [4((E( ECC 1920-VPUB DIPLEXERS RELOCATED TO BE RELOCATED TO (PI PIPE / ^ ,). MOUNT ME)FXFB (I)(E)COP TO / BE RELOCATED TINE) FRIO TO BE RELOCATED n 9 I (E) MECHANICAL 3BE (E) ANTENNA FRAME SCREEN WALL TO BE REMOVED BETA & GAMMA SECTOR Mi ma �" I 5 N P.•li �o /, �� N6 W¢ o o �o II � of�� xa� �¢Q dFHwy �x �/� klS o oha©� w� 4 m � tom_ lb- w€ a =¢ y� a RE poi LL -1 ' Wi wa cco o� _. _a ,! o� __w F W moo? :ag (E) FRIA TO BE RELOCATED TO (P) PIPE MOUNT (E) HVAC UNIT (E) ANTENNA FRAME TO REMAIN (ME) FXFB S (I)(E) COUP (STACKED) MOUNTED TO (E) ANTENNA FRAME TO REMAIN c F4 i...„, mullim�'-' ,-•z, pU MOBILE RTMZXX550IBA3M DNA 8 PIPE MOUNT TO BE TOED, ALPHA SECTOR, JMUTH (((''' (E)BUILDING PARAPET / WALL Faa =e2 ..•w- .. t., H,s (E) HVAC UNIT ALPHA SECTORS //r E) /, TED p. RAY C (E) FRIA TO BE [4((E( ECC 1920-VPUB DIPLEXERS RELOCATED TO BE RELOCATED TO (PI PIPE / ^ ,). MOUNT ME)FXFB (I)(E)COP TO / BE RELOCATED TINE) FRIO TO BE RELOCATED n 9 I (E) MECHANICAL 3BE (E) ANTENNA FRAME SCREEN WALL TO BE REMOVED BETA & GAMMA SECTOR Mi ma `� / I`Q U¢ o e - I /'t x 'L NOTE: ALL PROPOSED ANTENNAS AND EQUIPMENT SHALL BE PAINTED TO MATCH (A) BUILDING SCREEN WALL i 9 ii E7.8 t r HSSgx40/6 (E)HVAC UNIT A FRAME IF MODULES P MOUNTED NNA FRAME (I) (E) HYBRID CABLES COAX TAROUTEI COAX LEI( CABLEBLE TRAY ENEMA — COAX C ALPHA SECTOR (E) CABLE TRAY r /Ea' OUT D Rj ROUTED 3LE TRAY I Hs/ 3�6 A (4)(E) ECC1920NPUB `"OP/ DIP LEXERS MOUNTED TO I/A-S /G (El DNI'$TflGT FRAME / - (E) RELOCATED FRIA RS; • (P)P4PANTENNA FRAME: Et r RE: 1/45 (E) RELOCATED FRIA ` (E) MECHANICAL SCREEN WALL (E) (P)T-MOBILE nHMXX3319DSA2M ANTENNAS WA (P) PIPE MOUNT, GAMMA SECTOR, 210• AZIMUTH; RE. 1,2/X4 LOCATED ECC1920-VPUB IS, RE:5/k5 (1( IE) COOP RELOCATED TO S FRAME; RE: 2,3,4/A5 ETA. GAMMA & DELTA SECTOR 'OSED ANTENNA LAYOUT i/// dm �� V` H III l al �II §v . _m I 'I y 6oi fay _x----, _ I I • 1TTACHED STRUCTURAL ANA FOR EXISTING BUILDING ROE "O RECEIVE PROPOSED EOUIF 'ACTURERS SPECIFICATIONS. m ^ n BM---. OAX e'x L (E) CONOUI'. II w - b z 3&¢ 1. � az 1 �� 'ln - ? rvI m0a_- li Ami I mrlUr r - � o�— 'iiiiw�a =qua y, �" I 5 V /, �� N6 W¢ o o �o II � of�� xa� �¢Q dFHwy �x �/� klS cco o� _. _a (E) FRIA TO BE RELOCATED TO (P) PIPE MOUNT (E) HVAC UNIT (E) ANTENNA FRAME TO REMAIN (ME) FXFB S (I)(E) COUP (STACKED) MOUNTED TO (E) ANTENNA FRAME TO REMAIN c F4 i...„, mullim�'-' ,-•z, <ISTING ANTENNA LAYOUT MOBILE RTMZXX550IBA3M DNA 8 PIPE MOUNT TO BE TOED, ALPHA SECTOR, JMUTH (((''' (E)BUILDING PARAPET / WALL (E) HVAC UNIT ALPHA SECTORS //r E) /, TED p. RAY C (E) FRIA TO BE [4((E( ECC 1920-VPUB DIPLEXERS RELOCATED TO BE RELOCATED TO (PI PIPE / ^ ,). MOUNT ME)FXFB (I)(E)COP TO / BE RELOCATED TINE) FRIO TO BE RELOCATED n 9 I (E) MECHANICAL 3BE (E) ANTENNA FRAME SCREEN WALL TO BE REMOVED BETA & GAMMA SECTOR Mi ma `� / I`Q o e - I /'t x 'L m a i/// dm �� V` H III l al �II H E _m I 'I _x----, I L E E.XISr»J,- L 6.$5111 x t -rYp, "roN7i,71907 ��xX IjK It • 01 ¶a txr --- AmAzTpAptes PR_ Aptt{} ATT To PIPI= P. MFR 1f { ($T(W 5c -R ' Mi iAC S4457ING 71P• F Pt -AIV, VF tiztich . Epi 1' w €,vflz .?1,17iF �1�IrE� t; 5Q-,<` ) AkA75. v-vot I$ N55�x� X 346 Pe17- sus,¢ l (J F3 LE.. AT a rA v... 13ecc., i iP rQi 1 Ta1'� S E 2-9/_ . oWN. 7$Thal. PER- MPR ,TTP NbTt 41 -6 -EL 4HAIL 8 Nai =i iP covANI g1? C � ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description A /��AfA N. A.,. , p; ^ F A m E By v—i l.\ P TA(L sect . 4''P" Checked Date\210/15 Date Scale I/2,":= Project $Z3'OOl. A ?Akc_. EA s - Job No. 15)1415, Sheet No. S5 1 Product Specifications COMMSCPE® on the go LNX-65 1 5 DS-VTM DualPol® Antenna, 698-896 MHz, 65° horizontal beamwidth, RET compatible • Excellent choice to maximize both coverage and capacity in suburban and rural applications • Fully compatible with Andrew remote electrical tilt system for greater OpEx savings • Exceptional horizontal pattern roll -off and strong front -to -back ratio • Extended bandwidth allows one antenna to serve multiple frequency allocations • Great solution to maximize network coverage and capacity • The RF connectors are IP67 rated and the radome is IP56 rated Electrical Specifications Frequency Band, MHz Beamwidth, Horizontal, degrees Beamwidth, Horizontal Tolerance, degrees Gain, dBi Beamwidth, Vertical, degrees Beam Tilt, degrees USLS, typical, dB Front -to -Back Ratio at 180°, dB CPR at Boresight, dB CPR at Sector, dB Isolation, dB VSWR I Return Loss, db PIM, 3rd Order, 2 x 20 W, dBc Input Power per Port, maximum, watts Polarization Impedance Lightning Protection Mechanical Specifications Color I Radome Material Connector Interface I Location I Quantity Wind Loading, maximum Wind Speed, maximum Dimensions Depth Length Width Net Weight Light gray I Fiberglass, UV resistant 7-16 DIN Female I Bottom 12 878.2 N @ 150 km/h 197.4 lbf @ 150 km/h 241.0 km/h I 149.8 mph 181.0 mm I 7.1 in 2449.00 mm I 96.42 in 301.00 mm I 11.85 in 22.60 kg I 49.82 lb Remote Electrical Tilt (RET) Information Model with Factory Installed AISG 1.1 Actuator LNX-6515DS-R2M Model with Factory Installed AISG 2.0 Actuator LNX-6515DS-A1M Regulatory Compliance/Certifications 698-806 65 ±2 16.7 9.6 0-8 17 32 24 10 30 1.4:1 115.6 -150 400 ±45° 50 ohm dc Ground 806-896 65 ±2 17.6 8.6 0-8 17 27 24 10 30 1.4:1 115.6 -150 400 ±45° 50 ohm dc Ground ©2012 CommScope, Inc. All rights reserved. All trademarks identified by © or TM are registered trademarks, respectively, of CommScope. page 1 of 2 February 29, 2012 All specifications are subject to change without notice. See www.commscope.com for the most current information. Revised: February 29, 2012 Al Product Specifications COMMSCC9PE° SBNHH-1 D65C Andrew® Tri -band Antenna, 698-896 and 2 x 1710-2360 POWERED BY MHz, 65° horizontal beamwidth, internal RET. Both high bands share the same electrical tilt. ANDREW. Electrical Specifications Frequency Band, MHz 698-806 806-896 1710-1880 1850-1990 1920-2180 2300-2360 Gain by all Beam Tilts, average, dBi 15.8 15.6 17.3 17.8 18.2 18.1 Gain by all Beam Tilts Tolerance, dB 10.4 10.5 ±0.3 ±0.2 10.5 ±0.4 0° 116.0 0° 115.8 0° 117.3 0° 117.7 0° 118.0 0° 117.9 Gain by Beam Tilt, average, dBi 5° 116.0 5° 115.8 4° 117.4 4° 117.8 4° 118.2 4° 118.2 11 ° 115.5 11 ° 115.2 7° 117.3 7° 117.7 7° 118.1 7° 118.2 Beamwidth, Horizontal, degrees 66 64 70 65 63 58 Beamwidth, Horizontal Tolerance, degrees 11.2 11.9 ±3.4 ±3.8 14.7 13.7 Beamwidth, Vertical, degrees 8.9 7.8 5.7 5.2 5.0 4.4 Beamwidth, Vertical Tolerance, degrees ±0.6 10.5 10.3 ±0.2 ±0.3 ±0.2 Beam Tilt, degrees 0-11 0-11 0-7 0-7 0-7 0-7 USLS, dB 13 14 17 16 17 15 Front -to -Back Total Power at 180° ± 30°, dB 26 24 27 25 25 26 CPR at Boresight, dB 29 22 20 21 19 21 CPR at Sector, dB 14 11 13 11 9 5 Isolation, dB 25 25 25 25 25 25 Isolation, Intersystem, dB 30 30 30 30 30 30 VSWR I Return Loss, dB 1.5 114.0 1.5 114.0 1.5 114.0 1.5 114.0 1.5 114.0 1.5 114.0 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 -153 -153 -153 Input Power per Port, maximum, watts 400 400 350 350 350 300 Polarization *45° 145° 145° 145° 145° 145° *Values calculated using NGMN Alliance N-P-BASTA v9.6 Mechanical Specifications Color I Radome Material Light gray I Fiberglass, UV resistant Connector Interface I Location I Quantity 7-16 DIN Female I Bottom I 6 Wind Loading, maximum 879.0 N @ 150 km/h 197.6 lbf © 150 km/h Wind Speed, maximum 241.4 km/h I 150.0 mph Antenna Dimensions, L x W x D 2438.0 mm x 301.0 mm x 181.0 mm Net Weight 22.5 kg I 49.6 lb ' s3 -c :"6 96.0 in x 11.9 in x 7.1 in ©2014 CommScope, Inc. All rights reserved. All trademarks identified by ® or TM' ore registered trademarks, respectively, of CommScope. All specifications are subject to change without notice. See www.commscope.com for the most current information. Revised: June 27, 2014 page 1 of 1 July 14, 2014 A2- Product Specifications COMMSCaPE® on the go H BXX-6516DS-VTM DualPol® Quad Teletilt® Antenna, 1710-2180 MHz, 65° horizontal beamwidth, RET compatible o Fully supports PCS 1900, GSM 1800, UMTS 2100, and AWS spectrum o Each DualPol® array can be independently adjusted for greater flexibility o Excellent gain, VSWR, front -to -back ratio, and PIM specifications for robust network performance e Ideal choice for site collocations and tough zoning restrictions o Great solution to maximize network coverage and capacity Electrical Specifications Frequency Band, MHz Gain, dBi Beamwidth, Horizontal, degrees Beamwidth, Vertical, degrees Beam Tilt, degrees USLS, typical, dB Front -to -Back Ratio at 180°, dB Isolation, dB VSWR 1 Return Loss, dB PIM, 3rd Order, 2 x 20 W, dBc Input Power per Port, maximum, watts Polarization Impedance Lightning Protection Mechanical Specifications Color I Radome Material Connector Interface 1 Location I Quantity Wind Loading, maximum Wind Speed, maximum Dimensions Depth Length Width Net Weight 1710-1880 1850-1990 1920-2180 17.7 18.0 18.0 67 65 63 7.5 7.0 6.5 0-10 0-10 0-10 18 18 18 30 30 30 30 30 30 1.4:1 1 15.6 1.4:1 115.6 1.4:1 115.6 -153 -153 -153 350 350 350 ±45° ±45° ±45° 50 ohm 50 ohm 50 ohm do Ground do Ground do Ground Light gray I PVC, UV resistant 7-16 DIN Female 1 Bottom 1 4 419.5 N 150 km/h 94.3 lbf @ 150 km/h 241.0 km/h 1 149.8 mph 166.0 mm I 6.5 in 1294.00 mm 1 50.94 in 305.00 mm 1 12.01 in 13.90 kg 1 30.64 lb Remote Electrical Tilt (RET) Information Model with Factory Installed AISG 1.1 Actuator HBXX-6516DS-R2M Model with Factory Installed AISG 2.0 Actuator HBXX-6516DS-A2M Regulatory Compliance/Certifications Agency Classification RoHS 2002/95/EC Compliant by Exemption China RoHS SJ/T 11364-2006 Above Maximum Concentration Value (MCV) ©2012 CommScope, Inc. All rights reserved. All trademarks identified by O or TM are registered trademarks, respectively, of CommScope. All specifications are subject to change without notice. See www.commscope.com for the most current information. Revised: April 23, 2012 page 1 of 2 April 25, 2012 W z ctuaa luwna y OPLANS AND DETAILS ggi L A J `^ 0 0 o O N <C ti cv •1, d r • - Li w - , - z to MLuCC cc NCL cc W 0 Z �w o wo z LU �_ o --0 `Y' d Q o r J J .v PROJECT DATA 0 co co 0 z �- 0 0 0_ a 0 a 0 W 0 1— Lu O a 3 Z LEGAL DESCRIPTION ANDOVER INDUSTRIAL PARK APPORTION TAXABLE UTILITY PURVEYOR 0 2 z 0 2 FIBER COMPANY: APPROVALS GENERAL NOTES DRIVING DIRECTIONS 3 h W 2 '-- 4 A Adm.. Stabon W MPar kw o AL( _ ' a � •- 2= -m =iii _ _... 3 -E " �t ' �a_ >$ .c.cs u a � v E ruzE SYPO =ave", Yo i m > i<3 = o .4 s ~ co O f o .- �'zQ ; w r— ; ww n evwvua. . i ',a' i,,,,, 11313.0 AMA= A5 EXISTING EAST ELEVATION 'WAIT JGIF: f(YJY -� 2�-_ { jv Y a AG_h<Uj F.R.- . 10 c z o0 a y w a EXISTING EAST ELEVATION 'WAIT JGIF: f(YJY o et. 8m "5 _ _.+� II - = 0 5 u @ � I V .;' il - ; `76 0• < WO .03 `�Q aid Sah WRg n e i 5 _ tttf Z �.z `Z.' a ,'S a Citi( < mwV- I wmex,�-� cm.. . a. u a .ao � f�I.�a,mr �� O U BETA & GAMMA SECTOR z \518 1.;:i: OF, i S ti s V, 1.1- -5. .‘ .C7 9 ....I nw mwV- — (E) BUILDIND PARAPI OMOONT. ALPHA SECTOR, 0' / WALL ORlIER,ALPHA SEGTOB,D• / IH:RE: I,2/A4 (E) ME ECRU (E)RELOCATED FRIA (E) I1VAC UNIT (E) ANTENNA FRAME (!XE)FXFB OF MODULES B ((((B) COOP MOUNTED TO(EI ANTENNA FRAME COE)AX HYBRIDEROUCABLTED COAX HYBRES ROUTED\' `` (E) CABLE TRAY IYBBB - - COAX CO ___-- (E) HVAC UNIT I.-- - m ., - 'OSED ANTENNA LAYOUT m up} G EROUTEDT ETAAYILETPAY P} VO TA 4, / N)(E)ECCI926VPUD A4 OIPLEXERS MOUNTED TO / `,_�j._1a.U'" (E)UNISTXUT FRAME IkI171 G� IILti-i'rE R/ Y} ��I� ()REL CATEDFRIA §§ (P) 9'O' AN TERRA FRAME; J RE:1/AS (E)RELOCATED FOIA - (El IAECHANICA�,_. _. -- f0CREEIRVALL (EI \- (F)-TICBILE XHBX% 3I9DSA2M ANTENNA A WI j!(P)%PE1.40UNTyH�A B.IA RECTOR, 210E• AZRAUTH/NEY i,e/, LOCATED ECC1920MP IS;RE;S/A_S �`� (IRE) COVP RELOCATEDTO I FRAME; RE: 2,3.4/A.5 / .i' (y'S( -I (TA, GAMMA & DELTA SECTOR `o< 00 sW zl: i r'sa / '�bio= a_ LS �p "-/ O >w� _ 1�54��. off`. al`a S .,CAX raj :d qN 1¢ II W � -'f w .. w I- , - ml_o^ ,moo `moo It ain �_ :'off �LLI3 Vo ,,,se, w_ O U BETA & GAMMA SECTOR z Ira V• )< __ L3 NOKIA FXFC RRU DETAIL scut N.t.s. ONI COVER: 133 MM (5.21N) 492 MM 119.9 IN) 550MM 122.119) .. E` . ! 00 19 'f MODULE 3105199(C): 110/10: Nf COVER 133 MM (521N) WRIT fR 447 MM (17.6194) 422 MM 116.61N) 1 KG 155.1 L95) ; . & U\ [^ �® 1l° 1 Q 0 e �a } \ e . � : ( ; R n 3 )< PARTS LIST = E` WW1 16r 11 rat 190.99 (50 it) ----- noMOS, s It. CAUSE esti (9F26s 9m) wt 1.0Ct 10401 )&0..riS 9Rt) _ ! _ ; 1V{19011W 9.41.!1914111•E ---� ' X9.-10 9 N1 0 O i 0 OXD 1RRN8CRET ACHMENT DETAIL sc691uks. LI //b////// 7T v A`) 8/2/2016 City of Tukwila Department of Community Development VINH DINH 617 8TH AVE S SEATTLE, WA 98104 RE: Permit No. D16-0028 T -MOBILE 130 ANDOVER PARK E Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director 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 9/13/2016. 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 9/13/2016, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: D16-0028 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: D10028 PROJECT NAME: T -MOBILE SITE ADDRESS: 130 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DATE: 02/08/16 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division upy\ N/k »t(p blic Wo s 1 Pr's1G q44 Fire Prevention Structural ke Planning Division Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 02/09/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 03/08/16 Approved Approved with Conditions ❑ Corrections Required n Denied n (corrections entered in Reviews) Notation: (ie: Zoning Issues) 144e 4-1-0.,* ci,Ettf- REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 SAC WIRELESS LLC House .Espanol Coulac:t. Safety & Health Claims & Insurance Washington State Department of Labor & Industries Page 1 of 2 A -Z Index Help My LCI Workplace Rights Trades & Licensing SAC WIRELESS LLC Owner or tradesperson Principals SANZO, JOSEPH (JOSE) PASQUALE, MANAGER KOZIEL, BILL R, MANAGER Doing business as SAC WIRELESS LLC WA UBI No. 603 391 663 1501 E WOODFIELD RD STE 300 E SCHAUMBURG, IL60173 847-944-1600 Business type Limited Liability Company Governing persons BILL KOZIEL HALL CAPITAL PARTNERS; JOE SANZO; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ......................................................................... Meets current requirements. License specialties GENERAL License no. SACWIWL852J2 Effective — expiration 07/01/2015— 07/01/2017 Bond ................. Washington International Ins Co Bond account no. 9170096 $12,000.00 Received by L&I Effective date 04/21/2015 04/17/2015 Expiration date Until Canceled Insurance ...... _....................... ALLIANZ GLOBAL RISKS US INS CO $5,000,000.00 Policy no. CGL2005797 Received by L&I Effective date 08/10/2015 05/01/2015 Expiration date 05/01/2016 Insurance history Savings https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 3/17/2016 SAC WIRELESS LLC No savings accounts during the previous 6 yt riod. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts .......................................... No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations ....................................................... No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is current. 209,247-01 ................................ Doing business as SAC WIRELESS LLC Estimated workers reported Quarter 4 of Year 2015 "11 to 20 Workers" L&I account representative T4 / MELVINA RAMSDELL (360)902-4814 - Email: RAMM235@Ini.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Page 2 of 2 ©Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 3/17/2016 PARK EAST 130 ANDOVER PARK E, TUKWILA, WA 98188 SITE NUMBER: SE04001A LATITUDE: 47° 27' 31.06" N (47.459400) LONGITUDE: 122° 14' 5720"W (122.24770) :It S ail be rna.o to the s of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plcn submitter and may inc ude additional pian review ice SHEET INDEX T-1 TITLE SHEET T-2 ABBREVIATIONS, SYMBOLS & GENERAL NOTES ARCHITECTURAL A-1 EXISTING & PROPOSED ROOF TOP PLANS A-2 EXISTING & PROPOSED EAST ELEVATIONS A-2.1 EXISTING & PROPOSED WEST ELEVATIONS A-3 EXISTING & PROPOSED ANTENNA LAYOUTS A-4 EQUIPMENT DETAILS A-5 EQUIPMENT DETAILS ELECTRICAL E-1 ELECTRICAL GROUNDING PLANS AND DETAILS RF -1 RF DETAILS RF -2 RF DETAILS FILE CO Y Permit o., t1( O0 Plan review approval is subject to errors and omissions. Approval of construction documents doe not authorize the violation of any adopted code or ordinance. Receipt of approved Field Cop an . conditions is acknowledged: By: Date: City of Tukwila BUILDING DIVISION TOTAL SHEET COUNT: 11 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T -MOBILE WIRELESS, LLC. SERVICES IS STRICTLY PROHIBITED. GENERAL LOCATION MAP PROJECT DESCRIPTION PROJECT INFORMATION PROJECT DATA 144th Ot � r .31-06ihSt �` S1 2hh t S'- • Rent, it CarFaollity S1G)In a'f s1 G,&ti:St 4`I31SF St'; u £1'Sdtt 51 lb 1151 $1 6thh31 .... 916ethSt tt.nst tit s I nktr,3t �+ .t17rts 5t S.177rdSttft 1� VICINITY MAP PROJECT ISA EXISTING UN -MANNED TELECOMMUNICATIONS FACILITY AT AN (E) BUILDING ROOF TOP. REMOVE (3) (E) TMZXXX-6516-A3M ANTENNAS & (3) ANTENNA PIPE MOUNTS. REMOVE (3) (E) TMAS. INSTALL (2) SBNHH-1 D65C, (2) HBXX-3319DS-A2M & (1) LNX-6515DS-A1 M ANTENNAS & (5) ANTENNA PIPE MOUNTS, (4) (P) ECC1920-VPUB DIPLEXERS, (3) (P) FRLB'S, (1) (P) FRIG, (1) (P) FXFC. AT (E) EQUIPMENT PLATFORM REMOVE (E) 01900 AND REPLACE WITH (1) (P) FSMF & (1) (P) FFBA. REMOVE (E) U2100 AND INSTALL (2) (P) FSMF, (1) (P) ESMB, (1) (P) FBBC & (1) FBBA. LEGAL DESCRIPTION ANDOVER INDUSTRIAL PARK #2 PORTION TAXABLE UTILITY PURVEYOR a tier.; Btwtl UTILITY COMPANY: TELCO COMPANY: FIBER COMPANY: ** ** ** T -MOBILE SITE ID#: T -MOBILE SITE NAME: SITE ADDRESS: CITY, COUNTY: STATE, ZIP: PROPERTY OWNER: APPLICANT: ADDRESS: PROJECT MANAGER: ADDRESS: SITE ACQUISITION: ZONING & PERMITTING CONTACT: RF ENGINEER: A&E FIRM: SEPARATE PERMIT REQUIRED FOR: Mechanical Electrical Plumbing Gas Piping City of Tukwila MATING DIVISION SE04001 A PARK EAST 130 ANDOVER PARK E TUKWILA, KING WASHINGTON, 98188 PARK EAST REAL ESTATE, LLC. 1501 NORTH 200TH STREET SHORELINE, WA 98133 T -MOBILE 19807 NORTH CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 DAWN FANN LEXCOM POWERED BY Md7 617 8TH AVENUE SOUTH SEATTLE, WASHINGTON 98104 VINH DINH LEXCOM POWERED BY Md7 617 8TH AVENUE SOUTH SEATTLE, WASHINGTON 98104 GLEN DIME T -MOBILE PM DESIGN GROUP, INC. MAURISSA MUHA 7200 S ALTON WAY, SUITE B270 ENGLEWOOD, CO. 80112. PHONE: 303.223.4864 mmuha@pmdginc.com JURISDICTION: PARCEL #: ZONING DESIGNATION: OCCUPANCY GROUP: CONSTRUCTION TYPE: AREA: SITE TYPE: CITY OF TUKWILA 0223100040 TUC U2 I I -B 132 SQ.FT. (EQUIPMENT LEASE AREA) UN -STAFFED TELECOMMUNICATION FACILITY ENGINEERING ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: INTERNATIONAL BUILDING CODE ��%/� '•240441ATIONAL ELECTRICAL CODE .-• NATIONAL FUEL GAS CODE TIA/EIA-222-G OR LATEST EDITION UNIFORM PLUMBING CODE 20 /2 o..1.�.. -.. .�.._ ..� • 2V/2 ASHINGTON STATE ENERGY CODE TERNATIONAL MECHANICAL CODE INTERNATIONAL FIRE CODE 2010 NFPA 130 A.D.A. COMPLIANCE: NOT REQUIRED PER 1103.2.9 FOR T -MOBILE WORK. THIS FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. THIS IS AN UN -STAFFED AND RESTRICTED EQUIPMENT FACILITY AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. T -MOBILE CERTIFIES THAT THIS CELLULAR FACILITY WILL BE SERVICED ONLY BY T MOBILE EMPLOYEES AND THE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PREFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED �,�'Y • 1,. E.P: RSON.NEL,FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DIS ^� I I T^t ' ). A P' N s X Al SECTION 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT AC " 1 ' 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 c+'g :+ J 1J J x�) °;� ON) WILL MAKE AN AVERAGE OF (1) TRIP PER MONTH AT ONE HOUR PER TRIP. DRIVING DIRECTIONS GENERAL NOTES APPROVALS FROM T -MOBILE BOTHELL OFFICE: HEAD EAST ON NORTH CREEK PARKWAY NORTH; TURN RIGHT AT THE 1ST CROSS STREET ONTO 120TH AVENUE NE, 0.4 MI; TURN RIGHT ONTO NE 195TH STREET; TURN LEFT ONTO THE I-405 S RAMP TO BELLEVUE, 1 MI; MERGE ONTO 1-405 S, 22.4 MI; TAKE EXIT 1 FOR WA -181 S TOWARD TUKWILA/W. VALLEY HWY, 0.2 MI; TURN RIGHT ONTO WA -181 S/INTERURBAN AVE S, 0.1 MI; TURN RIGHT ONTO SOUTH CENTER BLVD, 0.2 MI; TURN LEFT ONTO 66TH AVENUE S, 0.1 MI; TURN LEFT ONTO ANDOVER PARK E, 0.2 MI; DESTINATION WILL BE ON THE LEFT. DISTANCE: 25.5 MILES APPROX TRAVEL TIME: 40 MINUTES CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY T -MOBILE WHO WILL CONTACT THE ARCHITECT TO DISCUSS ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK. DRAWINGS WILL BE SCALED AS REQUIRED BY THE PERMITTING GOVERNING AGENCY. ALL OTHER DRAWINGS SUPPLIED TO T -MOBILE WILL BE PLOTTED ON 11x17 SHEETS AT HALF SCALE. THESE DRAWINGS MAY NOT INDICATE ALL UNDERGROUND UTILITIES. THE GENERAL CONTRACTOR SHALL EXERCISE EXTREME CARE DURING ALL EXCAVATIONS AND OTHER CONSTRUCTION ACTIVITIES CALL TWO WORKING DAYS BEFORE YOU DIG NATIONAL UTILITIES UNDERGROUND LOCATE: ELECTRIC - RED TEL/CATV - ORANGE SEWER - GREEN PROPOSED - WHITE GAS/OIL-YELLOW WATER - BLUE SURVEY- PINK Know smerow. Can before yaudig. TITLE SIGNATURE LANDLORDS REPRESENTATIVE: nt CE(VED DATE C4t'Y - F 1UK ILA CONSTRUCTION MANAGER: CONSTRUCTION PROJECT MANAGER: JAM 9 201 PE13MIT CENT 3 ER T oMobile 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 Powered by Md7 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com 0 Luin U IDRAWN BY z 0 N W CONSTRUCTION W 0 0 9664 REGISTERED ARC T EN ' TH MCCRACKEN STATE OF WASHINGTON 01/28/2016 SITE NAME: PARK EAST SE04001 A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 PROJECT MANAGER: SITE ACQUISITION: ZONING: RF ENGINEER: `i IVSD Crr PE 016 R A REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. Sheet Name TITLE SHEET Sheet Number EVIEWED FOR T��DE COMPLIANCE APPROV ED FEB 2 5 2116 City of Tukwila BUILDING DIVISION ABBREVIATIONS GENERAL NOTES CONCRETE NOTES 0 Q AB ABV AC A/C ADDL AFF AFG AGL AIC ALUM ALT ANT APPROX ARCH ATS AWG BATT BLDG BLK BLKG BM BTC BTS BOF CAB CANT CHG CLG CLR COL COMM CONC CONSTR DBL DC DEPT DF DIA DIAG DIM DWG DWL EA EC EL. ELEC EMT ENG EQ EXP EXIST (E) EXT DIAMETER AT CENTER LINE ANCHOR BOLT ABOVE ALTERNATING CURRENT AIR CONDITIONING ADDITIONAL ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE GROUND LEVEL AMPERAGE INTERRUPTION CAPACITY ALUMINUM ALTERNATE ANTENNA APPROXIMATE ARCHITECTURAL AUTOMATIC TRANSFER SWITCH AMERICAN WIRE GAUGE BATTERY BUILDING BLOCK BLOCKING BEAM BARE TINNED COPPER CONDUCTOR BASE TRANSMISSION SYSTEM BOTTOM OF FOOTING CABINET CANTILEVERED CHARGING CEILING CLEAR COLUMN COMMON CONCRETE CONSTRUCTION DOUBLE DIRECT CURRENT DEPARTMENT DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DRAWING DOWEL EACH ELECTRICAL CONDUCTOR ELEVATION ELECTRICAL ELECTRICAL METALLIC TUBING ENGINEER EQUAL EXPANSION EXISTING EXISTING EXTERIOR EW FAB FF FG FIF FIN FLR FDN FOC FOM FOS FOW FS FT FTG (F) GA GEN GFCI GLB GLV GPS GND GSM HDG HDR HGR HVAC HT IGR IN INT LB(S) LF LTE MAS MAX MB MECH MFR MGB MIN MISC MTL MTS MW NEC NM NO NTS OC OSHA OPNG P/C EACH WAY FABRICATION FINISH FLOOR FINISH GRADE FACILITY INTERFACE FRAME FINISH(ED) FLOOR FOUNDATION FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF WALL FINISH SURFACE FOOT FOOTING FUTURE GAUGE GENERATOR GROUND FAULT CIRCUIT INTERRUPTER GLUE LAMINATED BEAM GALVANIZED GLOBAL POSITIONING SYSTEM GROUND GLOBAL SYSTEM FOR MOBILE HOT DIPPED GALVANIZED HEADER HANGER HEAT/VENTILATION/AIR CONDITIONING HEIGHT INTERIOR GROUND RING INCH INTERIOR POUND(S) LINEAR FEET LONG TERM EVOLUTION MASONRY MAXIMUM MACHINE BOLT MECHANICAL MANUFACTURER MASTER GROUND BAR MINIMUM MISCELLANEOUS METAL MANUAL TRANSFER SWITCH MICROWAVE NATIONAL ELECTRIC CODE NEWTON METERS NUMBER NUMBER NOT TO SCALE ON -CENTER OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OPENING PRECAST CONCRETE PCS PCU PDF PRC PP PSF PSI PT (P) PWR QTY RAD RECT REF REINF (R) REQ'D RET RF RMC RRH RRU RWY SCH SHT SIAD SIM SPEC SQ SS STD STL TEMP THK TMA TN TOA TOC TOF TOP TOS TOW TVSS TYP UG UL UNO UMTS UPS VIF W W/ WD WP WT PERSONAL COMMUNICATION SERVICES PRIMARY CONTROL UNIT POWER DISTRIBUTION FRAME PRIMARY RADIO CABINET POLARIZING PRESERVING POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED PROPOSED POWER CABINET QUANTITY RADIUS RECTIFIER REFERENCE REINFORCEMENT RELOCATED REQUIRED REMOTE ELECTRIC TILT RADIO FREQUENCY RIGID METALLIC CONDUIT REMOTE RADIO HEAD REMOTE RADIO UNIT RACEWAY SCHEDULE SHEET SMART INTEGRATED ACCESS DEVICE SIMILAR SPECIFICATION SQUARE STAINLESS STEEL STANDARD STEEL TEMPORARY THICKNESS TOWER MOUNTED AMPLIFIER TOE NAIL TOP OF ANTENNA TOP OF CURB TOP OF FOUNDATION TOP OF PLATE (PARAPET) TOP OF STEEL TOP OF WALL TRANSIENT VOLTAGE SURGE SUPPRESSION TYPICAL UNDERGROUND UNDERWRITERS LABORATORY UNLESS NOTED OTHERWISE UNIVERSAL MOBILE TELECOMMUNICATIONS SYSTEM UNITERRUPTIBLE POWER SYSTEM (DC POWER PLANT) VERIFIED IN FIELD WIDE WITH WOOD WEATHERPROOF WEIGHT SYMBOLS CHAIN LINK FENCE WOOD/WROUGHT IRON FENCE WALL STRUCTURE LEASE AREA PROPERTY LINE (PL) SETBACKS ICE BRIDGE CABLE TRAY WATER LINE UNDERGROUND POWER UNDERGROUND TELCO OVERHEAD POWER OVERHEAD TELCO UNDERGROUND TELCO/POWER ABOVE GROUND POWER ABOVE GROUND TELCO ABOVE GROUND TELCO/POWER FIBER DC POWER COAX HYBRID CABLE RECTANGULAR DETAIL CALL OUT ELEVATION CALL OUT SECTION CALL OUT KEY NOTE x x x x /////////////////////////////////// w w E E T T OHP OHP OHT OHT w UGT/P UGT/P AGP AGP AGP AGT AGT AGT AGT/P AGT/P F F F DC DC DC COAX HYBRID E T OHP OHT W E T W OHP OHT UGT/P UGT/P AGP AGP AGT AGT AGT/P AGT/P COAX F DC F COAX HYBRID DC ELEVATION MARK LEVEL REVISION CALL OUT /\ NORTH ARROW ELEV: X' -X" 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 ANDANY 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 STANDARD DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T -MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORSSHALL VISIT THE CONSTRUCTION SITE WITH CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. 5. THE CONTRACT SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIAL ACCORDING TO THE MANUFACTURE'S/VENDORS 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/ENGINEERS 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-MONILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE AT THE CONTRACTORS EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL OR STRUCTURAL MODIFICATIONS WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC. ARE TO BE REMOVED, MODIFIED OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL SYSTEMS ARE ADDED OR MODIFIED. THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS, WALLS AND CEILINGS. WHERE CONSTRUCTION MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BIND. 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 SUBCONTRACTOR'S SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK.THE CONTRACTOR AND SUBCONTRACTOR'S 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 -Al OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. THE GENERAL CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK ACTIVITIES WITH OTHER DISCIPLINES. 18. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT, EXPERIENCED WORKMEN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 19. SEAL PENETRATIONS THROUGH FIRE RATED AREAS, SHALL BE MADE WITH UL LISTED MATERIALS, APPROVED BY THE LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN AND HAZARD FREE, AND DISPOSE OF ALL DEBRIS DAILY. 20. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE NOTIFICATION OF TIER -TWO FACILITY/UTILITY OWNERS. 21. THE GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND OR BUILDING. 22. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINT WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. ALL BROCHURES, OPERATION MANUALS, MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR TO COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 25. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE APPROVED. 26. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF THE CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. • 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI318 AND THE SPECIFICATION CAST -IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAY UNO. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE, SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER. #6 AND LARGER 2 IN. #5 AND SMALLER & WWF 1-1/2 IN. 5. A 1/2" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE UNO. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAT THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDATION. 7. FLOAT SURFACE SHALL BE SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2% TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. 8. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 9. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS AND ADJACENT BUILDINGS. 10. 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. 11. THE SUB -GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 12. 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. 13. 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. 14. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING, CLEAN SAND, MEDIUM TP COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: SIEVE SIZE 3/8" NO.4 MESH NO.8 MESH NO. 16 MESH NO.100 MESH NO. 200 MESH PERCENT PASSING: 100 60-90 0-45 0-25 0-2 0-2 15. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. :8 j1 MO RECEiVED Cls ,'L.i , .•h�,tL A •.7• JAM °? 9 2016 PERMIT CENTER FE PERMIT TER cryf~��Is'=� 1I1 �r E. TUKWILA 2016 Mobile 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 Powered by Md7 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com CHECKED DRAWN BY 6 z 0 N w ce CONSTRUCTION w 0 N CO O 9664 REGISTER ARC CT KE ETH MCCRACKEN STATE OF WASHINGTON 01/28/2016 Seal SITE NAME: PARK EAST SE04001 A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 Sheet Name ABBREVIATIONS SYMBOLS, GEN. NOTES Sheet Number T SEWED FOR -CZE COMPI IANCE APPROVfSD FEB z 5 2''J16 City of Tukwila BUILDING DIVISION NOTE: CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS. (E) SIDE WALK —\ (E) T -MOBILE #TMZXX-65616-A3M ANTENNA & PIPE MOUNT TO BE REMOVED, (E) FRIA TO BE RELOCATED; ALPHA SECTOR, 0° AZIMUTH (1) (E) FRIG, (1) (E) FRIA, (4) (E) ECC1920 VPUB DIPLEXERS, (1)(E) FXFB RF MODULES & (1) (E) COVP MOUNTED TO (E) UNI-STURT FRAME TO REMAIN (E) CONDUITS I I I (E) CONDUITS (E) HVAC UNIT ` (E) CABLE TRAY W/ (2) 7/8"0 COAX \\\ OPEN7 i N. (E) HVAC UNIT 0 x I (E) T -MOBILE RAISED METAL EQUIPMENT PLATFORM WITH (E) BTS CABINETS (E) CABLE TRAY W/ (4) 7/8"0 COAX (E) CONDUITS (1) (E) FRIG, (1) (E) FRIA, (4) (E) ECC1920-VPUB \%\\ (E) T -MOBILE #TMZXX-65616-A3M ANTENNA TO BE REMOVED, GAMMA SECTOR, 240° AZIMUTH; (E) ANTENNA FRAME TO BE REMOVED; (1) (E) FRIA, (4) (E) ECC1920-VPUB DIPLEXERS; (1) (E) FRIG; (1)(E) FXFB & (1) (E) COVP TO BE RELOCATED N (E) LANDSCAPE AREA DIPLEXERS, (1)(E) FXFB & (1) (E) COVP MOUNTED TO (E) UNI-STURT FRAME TO REMAIN (E) ACCESS HATCH (E) T -MOBILE #TMZXX-65616-A3M ANTENNA TO BE REMOVED, (E) FRIA TO BE RELOCATED; BETA SECTOR,120° AZIMUTH <9Fj. (E) LANDSCAPE —\ AREA (E) PARKING AREA N (E) SIDE WALK \\_ (E) PARKING AREA 10' 0 10' 20' EXISTING ROOF TOP PLAN PRINT SCALE: 24"X36" =10' NOTE: SITE POWER IS CONNECTED TO THE BUILDING. EMERGENCY SHUTDOWN CAN BE SWITCHED OFF AT 2 LOCATIONS. 1ST - THE MAIN BUILDING POWER PANEL AND 2ND - ON ROOFTOP AC/TELCO CABINET. (E) CONDUITS (2)(E) COVP'S ON (E) H -FRAME (E) T -MOBILE RAISED METAL EQUIPMENT PLATFORM (E) (1) HYBRID CABLE (E) GPS UNIT (E) PURCELL CABINET 2 (E) MCPA (E) CABLE TRAY W/ (2) 7/8"0 COAX (E) T -MOBILE BTS EQUIPMENT CABINETS. REMOVE (E) U2100 & (E) U1900. INSTALL (3) (P) FSMF, (1) (P) ESMB, (1) (P) FBBC & (2) (P) FBBA (E) PURCELL CABINET 1 g �FECEIVED C I t °7 OF TUKWILA JAN 2 9 2016 PERMIT CENTER / (E) AC &TELCO f _ CABINET. EMERGENCY SHUTDOWN SWITCH/SERVICE DISCONNECT SWITCH (E) CABLE TRAY W/ (4) 7/8"0 COAX FRIED -UKWIL T aiMobile 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 Powered by IVId7 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 (E) GEN PLUG (E) GPS UNITS (E) CONDUITS PROPOSED ENLARGED EQUIPMENT LAYOUT @ ROOFTOP PRINT SCALE: 24"X36" 1/2"=1'-0" Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com 0 W U U CONSTRUCTION DRAWN BY KA REVISION CONSTRUCTION W Q 0 101/28/2016 ce < 966 ENN STATE 01 Seal REGISTERED ARCHITEC MCCRACKEN OF WASHINGTON /28 /2016 SITE NAME: PARK EAST SE04001A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number IMO] 5006.0 Sheet Name EXISTING & PROPOSED ROOF TOP PLANS Sheet Number A - C REVIEWS DE COMI APPRO i - )FOR LIANCE ED City of Tukwila UILDING DIVISION L (E) T -MOBILE #TMZXX-65616-A3M ANTENNA, PIPE MOUNT & TMA (BEHIND) TO BE REMOVED, BETA SECTOR,120° AZIMUTH T.O. (E) MECHANICAL SCREEN WALL ELEV: 53'-6" T.O. (E) ANTENNAS ELEV: 53'-0" RAD CENTER (E) ANTENNAS ELEV: 50'-6" B.O. (E) ANTENNAS ELEV: 48'-0" T.O. (E) BUILDING ELEV: 43'-6" GRADE �' ':' 1111111/ L_ 10I�� - 1110111.x. _ (4) (E) ECC1920-VPUB DIPLEXERS MOUNTED TO (E) UNI -STRUT FRAME TO REMAIN (1)(E) FXFB & (1) (E) COVP MOUNTED TO (E) UNI-STURT FRAME TO REMAIN (1) (E) FRIG MOUNTED TO (E) UNI-STRUCT FRAME TO REMAIN (E) HVAC UNIT — (E) T -MOBILE RAISED PLATFORM & EQUIPMENTCABINETS n (E) HVAC UNIT — (E) T -MOBILE #TMZXX-65616-A3M ANTENNA, PIPE MOUNT & TMA TO BE REMOVED, ALPHA SECTOR, 0° AZIMUTH REFER TO ATTACHED STRUCTURAL ANALYSIS BY CG ENGINEERING FOR EXISTING BUILDING ROOF TOP CAPACITY TO RECEIVE PROPOSED EQUIPMENT. INSTALL PER MANUFACTURERS SPECIFICATIONS. T.O. (E) MECHANCIAL SCREEN WALL ELEV: 53'-6" T.O. (E) ANTENNAS ELEV: 53'-0" RAD CENTER (E) ANTENNAS / / \ \ \ / \ ELEV: 0'-0" EXISTING EAST ELEVATION ELEV: 50'-6" B.O. (E) ANTENNAS ELEV: 48'-0" 8' 4' 0 8' 16' PRINT SCALE: 24"X36" 1/8"=1'-0" (P) T -MOBILE #SBNHH-1 D65C ANTENNA & (P) PIPE MOUNT, BETA SECTOR, 120° AZIMUTH • T.O. (E) MECHANICAL SCREEN WALL ELEV: 53'-6" T.O. (P) ANTENNAS ELEV: 53'-0" RAD CENTER (P) ANTENNAS ELEV: 491-0" Ak B.O. (P) ANTENNAS ELEV: 45'-0" • T.O. (E) BUILDING ELEV: 43'-6" (4) (E) ECC1920-VPUB DIPLEXERS MOUNTED TO (E) UNI -STRUT FRAME (1)(E) FXFB & (1) (E) COVP MOUNTED TO (E) UNI-STURT FRAME oahl GRADE ELEV: 0'-0" re - (1)(P) FRLB TO BE MOUNTED ON EXTEND UNISTRUT H -FRAME (E) T -MOBILE RAISED PLATFORM & EQUIPMENT CABINETS (1) (E) FRIG MOUNTED TO (E) UNI-STRUCT FRAME (E) HVAC UNIT (E) HVAC UNIT — (P) T -MOBILE #SBNHH-1 D65C ANTENNA & (P) PIPE MOUNT, ALPHA SECTOR, 0° AZIMUTH T.O. (E) MECHANICAL SCREEN WALL ELEV: 53'-6" T.O. (P) ANTENNAS ELEV: 53'-0" RAD CENTER (P) ANTENNAS / / / \ / \ / / / / / / / / / / / r / P \ PROPOSED EAST ELEVATION ELEV: 49'-0" B.O. (P) ANTENNAS ELEV: 45'-0" a CITY OF "I -U► v I! A JAN 2 9 2016 -",""` �P RMIT CENTER F.. S R .3 2Oii3 CF Y T L; I +/4 I l FEB PERMIT C NOTE: ALL PROPOSED ANTENNAS AND EQUIPMENT SHALL BE PAINTED TO MATCH (E) BUILDING SCREEN WALL 2016 CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL FINAL ANTENNA CONFIGURATIONS. E T mMobile 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 PRINT SCALE: 24"X36" 1/8"=1'-0" ,41114.4 464 Powered by Md7 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com 0 wU = U CONSTRUCTION I DRAWN BY 01/28/2016 REVISION CONSTRUCTION I LIE 0 01/28/2016 hz a 9664 EI\t STATE 01/28/2016 Seal REGISTERED ARCH TH MCCRACKEN OF WASHINGTON SITE NAME: PARK EAST SE04001A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 Sheet Name EXISTING & PROPOSED EAST ELEVATIONS Sheet Number GO VIEWED COMPL PPROV[ -r, n r• n, rt of Tukwila NG DIVISION REFER TO ATTACHED STRUCTURAL ANALYSIS BY CG ENGINEERING FOR EXISTING BUILDING ROOF TOP CAPACITY TO RECEIVE PROPOSED EQUIPMENT. INSTALL PER MANUFACTURERS SPECIFICATIONS. (E) T -MOBILE #TMZXX-65616-A3M ANTENNA, PIPE MOUNT & TMA TO BE REMOVED, ALPHA SECTOR,0° AZIMUTH — — (1) (E) FRIG MOUNTED TO (E) UNI-STRUCT FRAME TO REMAIN — (4) (E) ECC1920-VPUB DIPLEXERS MOUNTED TO (E) UNI -STRUT FRAME TO REMAIN T.O. (E) MECHANICAL SCREEN WALL ELEV: 53'-6" T.O. (E) ANTENNAS ELEV: 53'-0" RAD CENTER (E) ANTENNAS ELEV: 50'-6" AL B.O. (E) ANTENNAS ELEV: 48'-0" • T.O. (E) BUILDING ELEV: 43'-6" — (E) T -MOBILE #TMZXX-65616-A3M ANTENNA, PIPE MOUNT & TMA TO BE REMOVED, GAMMA SECTOR, 240° AZIMUTH (1)(E) FXFB & (1) (E) COVP MOUNTED TO (E) UNI-STURT FRAME TO REMAIN (E) HVAC UNIT — (E) T -MOBILE RAISED PLATFORM & EQUIPMENT CABINETS (E) HVAC UNIT T.O. (E) MECHANCIAL T.O. RAD CENTER B.O. SCREEN WALL ELEV: 53'-6" (E) ANTENNAS ELEV: 53'-0"� (E) ANTENNAS ELEV: 50'-6" (E) ANTENNAS ELEV: 48'-0" EXISTING WEST ELEVATION PRINT SCALE: 24"X36" 1/8”=11-0" (4) (P) ECC1920-VPUB DIPLEXERS (1)(P) FRLB, (1) (P) FRIG, (1)(P) FXFB TO BE MOUNTED ON (P) UNISTRUT H -FRAME (P) T -MOBILE #SBNHH-1 D65C ANTENNA & (P) PIPE — MOUNT, ALPHA SECTOR, 0° AZIMUTH (1)(P) FRLB TO BE MOUNTED ON EXTENDED UNISTRUT H -FRAME BELOW (E) FRIG (P) T -MOBILE #HBXX-3319DS-A2M ANTENNA & (P) PIPE MOUNT, DELTA SECTOR, 270° AZIMUTH — (P) T -MOBILE #LNX-6515DS-A1 M ANTENNA & (P) PIPE MOUNT, GAMMA SECTOR, 240° AZIMUTH T.O. (E) MECHANICAL SCREEN WALL ELEV: 53'-6" T.O. (P) ANTENNAS — (4) (E) ECC1920-VPUB DIPLEXERS (1)(E) FXFB & (1) (E) COVP ELEV: 53'-0" RAD CENTER (P) ANTENNAS ELEV: 49'-0" — (E) T -MOBILE RAISED PLATFORM & EQUIPMENT CABINETS T.O. (E) MECHANICAL SCREEN WALL ELEV: 53'-6" T.O. (P) ANTENNAS 2 ELEV: 53'-0" RAD CENTER (P) ANTENNAS Ak B.O. (P) ANTENNAS ELEV: 45-0" T.O. (E) BUILDING ELEV: 43'-6" (E) HVAC UNIT (E) HVAC UNIT ELEV: 49'-0" B.O. (P) ANTENNAS ELEV: 45-0" / / / fr / / I h :.CEiVED CITY OP TUM I JAN 2 9 2016 PERMIT CENTEI / ! SEPI 1. 2013 iVED Ui.'I4'IL A / / CI-r'v FEB PERMIT CE 16 I WIMINII I NOTE: ALL PROPOSED ANTENNAS AND EQUIPMENT SHALL BE PAINTED TO MATCH (E) BUILDING SCREEN WALL CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL FINAL ANTENNA CONFIGURATIONS. GRADE ELEV: 0'-0" PROPOSED WEST ELEVATION 8' 4' 0 8' 16' PRINT SCALE: 24"X36" 1/8"=1'-0" T ®Mobi1e 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com REVISION CONSTRUCTION w Q o so o «,- 0 sz a 966 ENNET STATE 01/28/2016 Seal REGISTERED ARC MCCRACKEN OF WASHINGTON SITE NAME: PARK EAST S E04001 A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 Sheet Name EXISTING & PROPOSED WEST ELEVATIONS Sheet Number ._ R OD • IEWEE 'COMP PPRO% 1 FOR LIANCE ED ?016 City of Tukwila BUILDING DIVISION — (E) T -MOBILE #TMZXX-65616-A3M ANTENNA & PIPE MOUNT TO BE REMOVED, ALPHA SECTOR, 0° AZIMUTH (E) BUILDING PARAPET / WALL (E) MECHANICAL SCREEN WALL (1) (E) FRIG TO REMAIN (4) (E) ECC1920-VPUB DIPLEXERS TO REMAIN Al (E) TMA TO BE REMOVED (E) ANTENNA FRAME TO REMAIN (1)(E) FXFB & (1) (E) COVP (STACKED) MOUNTED TO (E) ANTENNA FRAME TO REMAIN (E) HVAC UNIT COAX HYBRID COAX (E) CONDUITS (E) CONDUITS (1) (E) HYBRID CABLE & (2) (E) 7/8" COAX CABLES ROUTED WITHIN (E) CABLE TRAY HYBRID COAX COAX HYBRID COAX (E) HVAC UNIT ALPHA SECTOR (1) (E) HYBRID CABLE & (2) (E) 7/8" COAX CABLES ROUTED WITHIN (E) CABLE TRAY / G (4) (E) ECC1920-VPUB DIPLEXERS TO BE RELOCATED /•.n �T / (1)(E) FXFB & (1) (E) COVP TO BE RELOCATED (1) (E) FRIG TO BE RELOCATED (E) TMA TO BE REMOVED Cl (E) T -MOBILE #TMZXX-65616-A3M ANTENNA TO BE REMOVED, GAMMA SECTOR, 240° AZIMUTH (E) ANTENNA FRAME TO BE REMOVED BETA & GAMMA SECTOR (E) MECHANICAL SCREEN WALL (1) (E) HYBRID CABLE & (2) (E) 7/8" COAX CABLES ROUTED WITHIN (E) CABLE TRAY (1) (E) FRIG MOUNTED TO (E) UNI-STRUCT FRAME TO REMAIN (1)(E) FXFB & (1) (E) COVP MOUNTED TO (E) UNI-STURT FRAME TO REMAIN (4) (E) ECC1920-VPUB DIPLEXERS MOUNTED TO (E) UNI -STRUT FRAME TO REMAIN (E) T -MOBILE #TMZXX-65616-A3M ANTENNA AND (E) PIPE MOUNT TO BE REMOVED, BETA SECTOR,120° AZIMUTH (E) BUILDING PARAPET WALL EXISTING ANTENNA LAYOUT 12" 6" 0 2' 3' 4' PRINT SCALE: 24"X36" 1/7=V-0" REFER TO ATTACHED STRUCTURAL ANALYSIS BY CG ENGINEERING FOR EXISTING BUILDING ROOF TOP CAPACITY TO RECEIVE PROPOSED EQUIPMENT. INSTALL PER MANUFACTURERS SPECIFICATIONS. (1) (P) FRLB MOUNTED BELOW (E) FRIG; RE: 5/A-4 & 4/A-5 (4) (E) ECC1920-VPUB DIPLEXERS NOTE: ALL PROPOSED ANTENNAS AND EQUIPMENT SHALL BE PAINTED TO MATCH (E) BUILDING SCREEN WALL i — (P) T -MOBILE #SBNHH-1 D65C ANTENNA & (P) PIPE MOUNT, ALPHA SECTOR, 0° AZIMUTH; RE: 1,2/A-4 0 C X Al (E) HSS8x4x3/16 (E) ANTENNA FRAME (1)(E) FXFB RF MODULES & (1) (E) COVP MOUNTED TO (E) ANTENNA FRAME COAX HYBRID COAX (E) CONDUITS (E) CONDUITS ALPHA SECTOR (E) CABLE TRAY D1 C2 MEI (1) (E) HYBRID CABLE & (2) (E) 7/8" COAX CABLES ROUTED WITHIN (E) CABLE TRAY (P) T -MOBILE #HBXX-3319DS-A2M ANTENNA & (P) PIPE MOUNT, DELTA SECTOR, 270° — AZIMUTH; RE: 1,2/A-4 & STRUCTURAL SS -1 (P) 4'-0" ANTENNA FRAME; RE: 1/A-5 & STRUCTURAL / (4) (P) ECC1920-VPUB DIPLEXERS; RE: 8/A-4 & 5/A-5 (1) (P) FRIG, (1) (P) FXFC STACKED; RE: 3,4/A-4 & 2,3,4/A-5 �` // ) LTri / (1) (P) FRLB MOUNTED BELOW (E) RELOCATED FRIG; RE: 5/A-4 & 2,3,4/A-5 (P)T-MOBILE #LNX-6515DS-A1M ANTENNA & (P) PIPE MOUNT, GAMMA SECTOR, 240° AZIMUTH; RE: 1,2/A-4 hfib Cl \O CONTRACTOR TO REFER TO FINAL CONSTRUCTION RFDS FOR ALL FINAL ANTENNA CONFIGURATIONS. ° (E) BUILDING PARAPET WALL (E) HVAC UNIT (E) MECHANICAL SCREEN WALL (1) (E) HYBRID CABLE & (2) (E) 7/8" COAX CABLES ROUTED WITHIN (E) CABLE TRAY HYBRID COAX (E) HVAC UNIT HYBRID COAX COAX (1) (E) HYBRID CABLE & (2) (E) 7/8" COAX CABLES ROUTED WITHIN (E) CABLE TRAY co (1) (E) FRIG MOUNTED TO (E) UNI -STRUT FRAME (1) (P) FRLB MOUNTED TO EXTENDED UNI-STRUCT H -FRAME; RE: 5,6,7/A-4 (4) (E) ECC1920-VPUB DIPLEXERS MOUNTED TO (E) UNI -STRUT FRAME (1)(E) FXFB RF MODULES & (1) (E) COVP MOUNTED TO (E) UNI -STRUT FRAME (E) HSS8x4x3/16 (P) 9'-0" ANTENNA FRAME; RE: 1/A-5 & STRUCTURAL (E) MECHANICAL SCREEN WALL B1 (P) T MOBILE #SBNHH-1 D65C ANTENNA & (P) PIPE MOUNT, BETA SECTOR, 1' °,AI UT:7:l2j'a4 1 8E1;13 2013 (P) T -MOBILE #HBXX-3319DS-A2M ANTENNA & (P) PIPE MOUNT, GAMMA SECTOR, 210° AZIMUTH; RE: 1,2/A-4 & STRUCTURAL SS -1 (4) (E) RELOCATED ECC1920-VPUB DIPLEXERS; RE: 5/A-5 (1)(E) FXFB & (1) (E) COVP RELOCATED TO (P) ANTENNA FRAME; RE: 2,3,4/A-5 BETA, GAMMA & DELTA SECTOR PROPOSED ANTENNA LAYOUT (E) BUILDING PARAPET WALL CITY OI~ 'f UMILA JAN 2 9 2016 PERMIT CENTER oMobile 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 FilED CITY;. fUr;'AIL A FEB 016 PERMIT C R 12" 6" 0 Powered by Md7 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com 1' 2' 3' 4' PRINT SCALE: 24"X36" z 0 (75w CONSTRUCTION Q 0 co 0 96 REGISTERED ARCH I— KENNETH MCCRACKEN STATE OF WASHINGTON 01/28/2016 Seal SITE NAME: PARK EAST SE04001 A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 Sheet Name EXISTING & PROPOSED ANTENNA LAYOUTS Sheet Number 1/2"= V-0" REVIEV ED FOR CODE CO! APLIANCE APPr DVED FEB 2 [5 2016 City of Tukwila UILDING DIVISION DAITS LIST ITEM # QUAJTITY PART NUM3ER DESCRIPTION 1 2 601257 ANGLE ARM 2 2 601256 MOUNTING CLAMP 3 2 601235-1 BRACKET 4 2 601235-2 BRACKET 5 1 601258 LABEL, ANGLE 6 4 600679-3 SPACER TUBE 7 14 100525-24 ME FLAT WASHER (STAINLESS STEEL) 8 2 600419-8 M8x1.25x25mm LARGE CARRIAGE BOLT (STAINLESS STEEL) 9 6 6/1/7395 M8 LOCK WASHER (STAINLESS STEEL) 10 4 600419-10 M8x1.25x110mm 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 (STAINLESS STEEL) 14 8 204001-21 M12x1,75 HEX NUT (STAINLESS STEEL) 15 4 600419-12 M12x1.75x150mm LARGE CARRIAGE BOLT (STAINLESS STEEL) 17 1 601584 MOLYBDENUM DISULFIDE GREASE NOIKA FLEXI RF MODULE 3TX 1900 (FXFC): DIMENSIONS HxWxD: WITHOUT FRONT COVER WEIGHT: 25 KG (55.1 LBS) 133 MM (5.2 IN) 447 MM (17.6 IN) 422 MM (16.6 IN) WITH FRONT COVER: 133 MM (5.2 IN) 492 MM (19.4 IN) 560 MM (22.1 IN) 17.6" - ANT 6 RX p RXO 6 ■ 1 ( l f r r f OEM miliP --E ii 1 Z 1 0 w 0 0 LU ■ NOKIA FXFC RRU DETAIL FRIG: DIMENSIONS WxHxD: NOTE: FRIG TO BE MOUNTED VERTICALLY ONLY. TOP BRACKET WITH SOLAR COVER AND MOUNTING: FRIG UNIT WEIGHT: SOLAR SHIELD WEIGHT: MOUNTING BRACKET WEIGHT: TOTAL WEIGHT: 17.2" x 23.8" X 7.5" 24.0 KG (25.9 LBS) 1.2 KG (2.6 LBS) 0.7 KG (1.5 LBS) 25.9 KG (57 LBS) NSN LTE 700MHz RF MODULE (FRLB): DIMENSIONS WxHxD: WITH SOLAR COVER AND MOUNTING: FRLB UNIT WEIGHT: SOLAR SHIELD WEIGHT: MOUNTING BRACKET WEIGHT: TOTAL WEIGHT: 15.75" x 15.75" X 5.9" 27.0 KG (59.52 LBS) 1.2 KG (2.6 LBS) 0.7 KG (1.5 LBS) 28.9 KG (63.62 LBS) a 17.2" o r K 7.5" c) N O ic* eoo uLI 1-1uu au 0 000 0 0 0 000 BOTTOM BRACKET FRONT RIGHT SIDE ANTENNA BRACKET ATTACHMENT DETAIL SCALE: N.T.S. 4 0 000 000 00 000 0 SIDE U -BOLT MOUNT LOCATION (TYP OF 2) FPKA/J-BOLT MOUNT LOCATION (TYP OF 2) EXISTING/PROPOSED UNI -STRUT H -FRAME FMFA MOUNTING PLINTH RF MODULE TOP FLOOR MOUNT LOCATION (TYP OF 6) RRU MOUNTING DETAIL RF MODULE SCALE: N.T.S. NOKIA FRIG DETAIL SCALE: N.T.S. ECC1920-VPUB DIPLEXER: DIMENSIONS WxHxD: HEIGHT: WIDTH: DEPTH: WEIGHT: FRLB DETAIL SCALE: N.T.S. T [Mobile 13 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuhaIpmdginc.com 192.0 MM (7.6 IN) 186.00 MM (7.3 IN) 65.5 MM (2.6 IN) 3.6 KG (7.9 LBS) se 1.3 2013 U u '-'u u®ooa p V 0 0 0 0 0 0 0 0 0 DIPLEXERS 1/2 HILTI KWIK BOLT TZ FASTENED INTO WALL (TYP OF 4) JAN 2 9 2016 PERMIT CENTER r r•; .V ,0 CITY �. `IUI IA ILA FEB`, 016 PERMIT CC_ R DIPLEXER & RRU MOUNTING DETAIL SCALE: N.T.S. DIPLEXER DETAIL SCALE: N.T.S. 0 w = U CONSTRUCTION I O O• O• O O O:co:SLSS u i rn OEM miliP --E ii 1 Z 1 0 w 0 0 LU ■ NOKIA FXFC RRU DETAIL FRIG: DIMENSIONS WxHxD: NOTE: FRIG TO BE MOUNTED VERTICALLY ONLY. TOP BRACKET WITH SOLAR COVER AND MOUNTING: FRIG UNIT WEIGHT: SOLAR SHIELD WEIGHT: MOUNTING BRACKET WEIGHT: TOTAL WEIGHT: 17.2" x 23.8" X 7.5" 24.0 KG (25.9 LBS) 1.2 KG (2.6 LBS) 0.7 KG (1.5 LBS) 25.9 KG (57 LBS) NSN LTE 700MHz RF MODULE (FRLB): DIMENSIONS WxHxD: WITH SOLAR COVER AND MOUNTING: FRLB UNIT WEIGHT: SOLAR SHIELD WEIGHT: MOUNTING BRACKET WEIGHT: TOTAL WEIGHT: 15.75" x 15.75" X 5.9" 27.0 KG (59.52 LBS) 1.2 KG (2.6 LBS) 0.7 KG (1.5 LBS) 28.9 KG (63.62 LBS) a 17.2" o r K 7.5" c) N O ic* eoo uLI 1-1uu au 0 000 0 0 0 000 BOTTOM BRACKET FRONT RIGHT SIDE ANTENNA BRACKET ATTACHMENT DETAIL SCALE: N.T.S. 4 0 000 000 00 000 0 SIDE U -BOLT MOUNT LOCATION (TYP OF 2) FPKA/J-BOLT MOUNT LOCATION (TYP OF 2) EXISTING/PROPOSED UNI -STRUT H -FRAME FMFA MOUNTING PLINTH RF MODULE TOP FLOOR MOUNT LOCATION (TYP OF 6) RRU MOUNTING DETAIL RF MODULE SCALE: N.T.S. NOKIA FRIG DETAIL SCALE: N.T.S. ECC1920-VPUB DIPLEXER: DIMENSIONS WxHxD: HEIGHT: WIDTH: DEPTH: WEIGHT: FRLB DETAIL SCALE: N.T.S. T [Mobile 13 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuhaIpmdginc.com 192.0 MM (7.6 IN) 186.00 MM (7.3 IN) 65.5 MM (2.6 IN) 3.6 KG (7.9 LBS) se 1.3 2013 U u '-'u u®ooa p V 0 0 0 0 0 0 0 0 0 DIPLEXERS 1/2 HILTI KWIK BOLT TZ FASTENED INTO WALL (TYP OF 4) JAN 2 9 2016 PERMIT CENTER r r•; .V ,0 CITY �. `IUI IA ILA FEB`, 016 PERMIT CC_ R DIPLEXER & RRU MOUNTING DETAIL SCALE: N.T.S. DIPLEXER DETAIL SCALE: N.T.S. 0 w = U CONSTRUCTION I IDRAWN BY Nz REVISION CONSTRUCTION I `12-.' Q 0 01/28/2016 sz a 9664 EN STATE 01/28/20 Seal / REGISTER ARC MCCRACKEN OF WASHINGTON CT 16 SITE NAME: PARK EAST SE04001 A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 Sheet Name EQUIPMENT DETAILS Sheet Number A CODE EVIEWE COM1 A piII--V-� )FOR 'LIANCE ED FEB 2 5 2016 of Tuhwjla G MOON EXISTING SCREEN WALL (P) VALMONT FRAME STIFF ARM MODEL # STK-U, ATTACH TO EXISTING STRUCTURE WITH (2) 5/8" O BOLTS; RE: STRUCTURAL SS -1 (P) VALMONT HEAVY DUTY WALL MOUNT BRACKETS MODEL #SP221 (TYP OF 4) & #UB1212 U -BOLTS (P) VALMONT 3" 0 STANDARD GLAV. PIPE; RE: STRUCTURAL SS -1 (P) HSS 8x4x3/16 (P) VALMONT HEAVY DUTY WALL MOUNT BRACKETS MODEL #SP221 (TYP OF 6) & #UB1212 U -BOLTS (E) HSS 8x4x3/16 U Tr (P) VALMONT FRAME STIFF ARM MODEL # STK-U, ATTACH TO EXISTING STRUCTURE WITH (2) 5/8" 0 BOLTS; RE: STRUCTURAL SS -1 (P) HSS 8x4x3/16 (P) VALMONT 3" 0 STANDARD GLAV. PIPE; RE: STRUCTURAL SS -1 I: r ANTENNA FRAME DETAIL Iffif SCALE: N.T.S. 0 00 00 00 00 0 SIDE U -BOLT MOUNT LOCATION (TYP OF 2) FPKA/J-BOLT MOUNT LOCATION (TYP OF 2) TOP FMFA DETAIL FLOOR MOUNT LOCATION (TYP OF 6) SCALE: N.T.S. 3" STD WT FPKA MOUNTING BRACKET FM FA MOUNTING PLINTH RF MODULE RRU MOUNTING DETAIL RF MODULE SCALE: N.T.S. M10x120x105 BOLT FMFA FIXING POINTS 3 FPKA DETAIL SCALE: N.T.S. 3" STD WT PIPE B -LINE B22 12 GA STEEL UNISTRUT (TYP) DIPLEXER MOUNTING DETAIL CEFY OF "TUKWILA JAN 2 9 2016 PERMIT CENTER C1 "TUKWILA F 8 2016 PERMIT TER T =Mobile 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 Powered by Md7 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com 0 W Se 0 w 0• MM ' IDRAWN BY o aD 0 REVISION CONSTRUCTION w Q 0 o aD 0 14 ix a 09664 KENNETH STATE 01/28/20 Seal `REGISTERED AR CT MCCRACKEN OF WASHINGTON 16 SITE NAME: PARK EAST S E04001 A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 Sheet Name EQUIPMENT DETAILS Sheet Number A- '1CODEc4 APP JED FOR MPLIANCE OVED FEB 2 5 2016 of Tukwila NG DIVISION (P) ANTENNA „.."— (P) ANTENNA FRAME (4) (P) DIPLEXERS (P) AGB (P) FRLB, (P) FRIG & (P) FXFC — (P) FRLB, (E) RELOCATED FRIG (E) RELOCATED COVP & (E) FXFB (4) (E) RELOCATED / DIPLEXERS (P) FRLB (P) MECHANICAL CONNECTION (TYP) (E) RELOCATED FRIA 0 0 X (P) ANTENNA BETA, GAMMA & DELTA SECTORS GROUNDING SITE PLAN #2 GREEN INSULATED COPPER WIRE TO AGB AT TOP OF POLE (P) ANTENNA (P) MECHANICAL < CONNECTION (TYP) (P) FRLB (E) AGB P n = 0 co D X -7 ALPHA SECTOR 12" 6" 0 1 HY COAX - 2' 3' 4' 5' 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 PENTROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURE'S SPECIFIED VALUES. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST 6'-0". MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS. TO PRECLUDE ESTABLISHING A "CHOKE" POINT. GROUND BARS SHALL NOT BE FIELD MODIFIED. GROUND RING BURIAL DEPTH SHALL BE 30". A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-WTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. GENERAL GROUNDING NOTES MASTER GROUND BAR 1/4" X 4' X 24" ACCESSORY GROUND BAR 1/4" X 4" X 12" OR 1/4" X 4" X 20" COPPER EXPOSED WIRING UNDERGROUND WIRING CADWELD MECHANICAL CONNECTION 5/8" X 8' COPPER CLAD STEEL INSPECTION POINT EXOTHERMIC (CADWELD) BELOW GROUND GROUND MGB 17 - AGB TT PRINT SCALE: 24"X36" 1/2"=1'-0" 4E. SYMBOL LEGEND HARGER GROUNDING BAR #GB14412G (OR EQUAL) COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CONTRACTOR. TYPE TA TYPE VN TYPE NC TYPE SS HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN COAX CABLE COVP, AND RRU GROUNDING KITS SEi !� ti 2013 TYPE W TYPE VS TYPE VB TYPE PT #2 SOLID BARE TINNED COPPER WIRE TO GROUND RING - PROVIDE (2) PER MGB CITY OF 'f UK'/BILA JAN 2 9 2016 PERMIT CENTER #2 GREEN INSULATED COPPER WIRE TO MGB AT BOTTOM OF POLE = CADWELD TYPE GT TYPE GY TYPE GR TYPE GL Crpt •Uf'V'1ILA FEB ,: 016 PERMIT CE'` R MEM TYPICAL CADWELD CONNECTIONS TYPICAL MASTER GROUND BAR DETAIL TYPICAL ACCESSORY GROUND BAR DETAIL T • =Mobile 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 Powered by Md7 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com Luc' w z U CONSTRUCTION IDRAWN BY o N W CNIO REVISION CONSTRUCTION W IQ Ca o N W CNIO N4 ao 9664 f E STATE 01/28/20 Seal 9 REGISTERS ARC CT TH MCCRACKEN OF WASHINGTON 16 SITE NAME: PARK EAST S E04001 A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 • Sheet Name ELECTRICAL GROUNDING PLANS& DETAILS Sheet Number E— RE\ j CODE CO APPI1 D FOR PLIANCE VED FEB 2 5 2016 City of Tukwila UILDING DIVISION SITE LOADING CHART SECTOR COLOR ANTENNA MODEL # VENDOR AZIMUTH (TN) MECHANICAL DOWNTILT ELECTRICAL DOWNTILT RADIATION CENTER HYBRID CABLE LENGTH COAX CABLE ALPHA RED SBNHH-1D65C ANDREW 0° 0 2 49'-0"AGL 110'-0" (E) (2) 7/8" BETA GREEN SBNHH-1D65C ANDREW 120° 0 2 49'-0" AGL 60'-0" (E) (2) 7/8" GAMMA BLUE HBXX-3319DS-A2M ANDREW 210° 0 2 49'-0" AGL 80'-0" (E) (2) 7/8" REVIE CODEC( APF LNX-6515DS-A1M COMMSCOPE 240° 0 2 49'-0" AGL DELTA YELLOW HBXX-3319DS-A2M ANDREW 270° 0 2 49'-0" AGL 80'-0" SITE LOADING CHART CONNECTORS (TYP) 2" STEP 1 BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) 2" 1" Ar ELECTRICAL TAPE (1 LAYER) STEP 2 Amp r STEP 3 ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 3/4" TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCHKOTE SPRAY SEALER. 4" -----Aw ---------- sl"." APX°: AdAft= A Asa w_ 4" STEP 4 1" jed Or 01 10- A001 II reel r / 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. 4. COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END CABLE OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING). 5. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY 3'-0" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 6. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION. (SEE STEP 4). 7. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. COAXIAL CABLE WEATHERPROOFING DETAILS & NOTES SCALE: N.T.S. ANDREW ANTENNA DATA: PART NUMBER: HBXX-3319DS-A2M CONNECTORS: (4) 7-16 DIN FEMALE STANDARD MOUNTING HARDWARE IS INCLUDED HEIGHT: WIDTH: DEPTH: WEIGHT: 1448.0 MM (57.0 IN) 564.0 MM (22.2 IN) 125.0 MM (4.9 IN) 17.3 KG (38.1 LBS) FREQUENCY: POLARIZATION: GAIN: MAX INPUT POWER: 1710-2170 MHz ± 45° 20.4 - 20.8 d B i 300 WATTS ANTENNA DETAIL SCOPE OF WORK: BUILDING ROOFTOP: REMOVE (3) (E) TMZXXX-6516-A3M ANTENNAS REMOVE (3) (E) ANTENNA PIPE MOUNTS REMOVE (3) (E) TMA'S INSTALL (2) (P) SBNHH-1 D65C ANTENNAS (ALPHA & BETA SECTORS) INSTALL (1) (P) HBXX-3319DS-A2M ANTENNAS (GAMMA & DELTA SECTORS) INSTALL (1) (P) LNX-6515DS-A1 M ANTENNA (GAMMA SECTOR) INSTALL (4) (P) ANTENNA PIPE MOUNTS INSTALL (4) (P) ECC1920-VPUB DIPLEXERS (DELTA SECTOR) INSTALL (3) (P) FRLB'S INSTALL (1) (P) FRIG (DELTA SECTOR) INSTALL (1) (P) FXFC (DELTA SECTOR) INSTALL (2) (P) ANTENNA FRAMES (GAMMA & DELTA SECTORS) T -MOBILE EQUIPMENT CABINETS ON RAISED PLATFORM: REMOVE (E) U1900 & U2100 INSTALL (3) (P) FSMF INSTALL (1) (P) FFBA INSTALL (1) (P) ESMB INSTALL (1) (P) FBBC INSTALL (2) (P) FBBA SCOPE OF WORK 1. ALL ANTENNAS AND COAXIAL 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: THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES. USE ATO, BTO & GTO COLOR CODES ONLY, 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 RUN COAXIAL CABLE WITH MINIMUM 12" SLACK AND 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER OF LEG (IF APPLICABLE), AND DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUNDING KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE AND CABLE DIAMETER WITH PROJECT MANAGER. ANTENNA AND COAX GENERAL NOTES COMMSCOPE ANTENNA DATA: PART NUMBER: SBNH-1D65C CONNECTORS: (4) 7-16 DIN FEMALE T ® 'Mobile 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 Powered by Mrd 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com STANDARD MOUNTING HARDWARE IS INCLUDED HEIGHT: WIDTH: DEPTH: WEIGHT: 2451.0 MM (96.5 IN) 301.0 MM (11.9 IN) 181.0 MM (7.1 IN) 22.5 KG (49.6 LBS) FREQUENCY: POLARIZATION: GAIN: AZIMUTH B.W.: VSWR: MAX INPUT POWER: ELEVATION B.W.: 1710-2360 MHz ± 45° 17.3 - 18.1 d B i 64° ± 6 <1.5:1 350 WATTS 5.0° ± 0.7° COMMSCOPE ANTENNA DATA: PART NUMBER: LNX-6515DS-A1 M CONNECTORS: (2) 7-16 DIN FEMALE ANTENNA DETAIL STANDARD MOUNTING HARDWARE IS INCLUDED HEIGHT: WIDTH: DEPTH: WEIGHT: 2446.02 MM 301.0 MM 181.0 MM 14.5 KG (96.3 IN) (11.9 IN) (7.1 IN) (63 LBS) FREQUENCY: POLARIZATION: GAIN: AZIMUTH B.W.: VSWR: MAX INPUT POWER: 698-806/806-896 MHz ± 45° 16.7-17.6 dBi 64° ± 6 1.4:1/15.6 400 WATTS l i%/ED CITY OF TUv,A:i JAN 2 9 2016 PERMIT CENTE PERMIT CENTER ANTENNA DETAIL REVISION CONSTRUCTION Lit 0 01/28/2016 Nz ce < 9664 EN STATE 01/28/2016 Seal f REGISTERED ARCH MCCRACKEN OF WASHINGTON SITE NAME: PARK EAST S E04001 A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 Sheet Name RF DETAILS Sheet Number R F REVIE CODEC( APF D FOR MPLIANCE OVED 5 2016 City of Tukwila UILDING DIVISION N Alpha & Beta Only pha shown tion 705J.R1.134.4spli. r Sites witho R . onti uous eNode - Split to Sup "I rt LTE Radio Module per sector (Amara a a. 1 ting iYf Aiphiar Gamma kV. Delta sectora allow 0,11) U21110 10-04p, 2015 pct r is '5 I for darty) 0 a a I i i. i i a�Ps�}ti� $: i p 6 p 0 I 1111•101101 "IMMO 1••••%e 11•111111, 1011•1101 :I FSIVIF x F13 LTE) S mend Ll�triot ih 1 ,sector g .9ul • F$IVIF t, Poo xFaiktE UNTO...19001 or RF DETAILS EriCEVED CIT'' OF TUKWILA JAN 2 9 2016 PERMIT CENTER T mMobile gl 19807 N CREEK PARKWAY NORTH BOTHELL, WASHINGTON 98011 I owerecl by Md? 617 8th AVENUE SOUTH SEATTLE, WASHINGTON 98104 206.650.4483 Architectural Solutions Group 7200 SOUTH ALTON WAY, B-270 CENTENNIAL, CO 80112 Contact: Maurissa Muha (303) 223-4864 mmuha@pmdginc.com z 0 N W CONSTRUCTION -40 03 03 O 966 REGISTERED ARC T EN E H MCCRACKEN STATE OF WASHINGTON 01/28/2016 Seal SITE NAME: PARK EAST SE04001 A SITE ADDRESS: 130 ANDOVER PARK E TUKWILA, WA 98188 Project Number TMO 15006.0 Sheet Name RF DETAILS Sheet Number RF REIIEINED FOR ODE CC MPLIANCE APPI'',,OVED FEB 2 5 2016 City of Tukwila BUILDING DIVISION