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Permit D19-0242 - T-MOBILE - ROOFTOP SITE UPGRADE
T-MOBILE 1224 ANDOVER PARK E BLDG D19-0242 0 �~^�&y °~� �7���^""^U�� City _ ' Tukwila '' Department ofCommunity Deveiopment 63UVSouthcente,Boulevard, Suite #1OO Tukwila, Washington 9O188 Phone: 206'431'3670 Inspection Request Line: 206'438'93E0 Web site; http://www.TukwilaWA.Rov Parcel No: 3523049071 Project Name: T'K4O8|UE DEVELOPMENT PERMIT Permit Number: D19'0242 Issue Date; 12/11/2019 Permit Expires On: 6/8/2020 Owner: PHOENIX RISING ENT LLC Contact Person: Address: 97ZS3RDAVE NE, SURI4lO' Contractor: Name: SAC WIRELESS LLC Phone: (847)944-1600 Address: 540 K8AD|SONSTl6th FLOOR' CH|[AGO'IL, 6O661 License No: SA[VV|VVL852J2 Expiration Date: 7/2/2021 Lender: Nome: T-MOBILE ''' DESCRIPTION OFWORK: WIRELESS SITE UPGRADE AT EXISTING ROOFTOP SITE. REPLACE SIX (6) EXISTING ANTENNAS WITH NEW MODELS, REMOVE EXISTING RRU'S AND D|piEXEKSAND REPLACE WITH NEW MODELS. ATGROUND LEVEL, REPLACE ONE (1) CABINET AND UPGRADE RADIO UNITS WITHIN EXISTING FENCED LEASE AREA. ROOFTOP ANTENNA SHROUDS TOREMAIN UNCHANGED. Project Valuation: $20,000l0 Type ofFire Protection: Sprinklers: Fire Alarm: Type ufConstruction: VB Electrical Service Provided by: TUKWILA Fees Collected: $861.25 Occupancy per IBC: U Water District: TVKVV|LA Sewer District: TUKVV|LA Current Codes adopted bythe City ofTukwila: International Building Code Edition: International Residential Code Edition: international Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: VVACities Electrical Code: VYA[Z9h-468: VVAState Energy Code: 2017 2017 Public Works Activities: Channe|izadon/SthpinO: [urb[wt/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|inu/OveoizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: O Fill: U Number: O Permit Center Authorized Signature: �-�- |��-- �._J Date: L/ / � ' 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 nfthis permit does not presume togive authority tnviolate orcancel the provisions ofany other state orlocal laws regulating construction o,the performance ofwork. Iamauthorized tosign and obtain this development permit and agree tnthe conditions attached tothis permit. Signature: ' �J Print Name: ��C'C�e[c1r1/ /mA-~y Date: This permit shall become null and void ifthe work isnot commenced within l8Udays for the date ofissuance, orif the work is suspended orabandoned for aperiod of180days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT [ON0TlONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 3: 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 onsatisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OFPERMIT: The issuance nrgranting ofapermit shall not beconstrued tobeopermit for, uran approval of, any violation of any ofthe provisions of the building code orofany other ordinances cf the City of Tukwila, Permits presuming tngive authority tuviolate orcancel the provisions ofthe code orother ordinances ofthe City ofTukwila shall not bevalid. The issuance ufapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. n 0 D-L4 Project No. Date Application Accepted: -1"-3 I Date Application Expires: I--61 - ?f,) or o we use onl CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE INFORMATION King Co Assessor's Tax No,: 3523049071 Site Address: 1224 Andover Park E. Tenant Name: T-Mobile Suite Number: N/A PROPERTY OWNER Name:Phoenix Rising Enterprises, LLC Address: 6616 Flora Ave S City: Seattle State: WA Zip: 98108 CONTACT PERSON — person receiving all project communication Name: Becky Todd, MD7 on behalf of T-Mobile Address: 9725 3rd Ave NE, Suite 410 City: Seattle State: WA Zip:98115 Phone: 206-310-1793 Email: btodd@md7.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: BJ Thomas, PE Address: 7607 80th Ave NE City: Marysville State: WA Zip:98270 Phone: 206-851-1106 Email: bjthomas@bjthomaspe.comcastbiz.net GENERAL CONTRACTOR INFORMATION Company Name: TBD pending bid award Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: Floor: rooftop . Yes Ifl..No ARCHITECT OF RECORD Company Name: BJ Thomas, PE Address: 7607 80th Ave NE City: Marysville State: WA Zip: 98270 Phone: 206-851-1106 Email: bjthomas@bjthomaspe.comcastbiz.net ENGINEER OF RECORD Company Name: CG Engineering Address: 250 4th Ave S., Ste 200 City: Edmonds State: WA Zip: 98020 Phone: 425-778-8500 Email: LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: T-Mobile self -funded Address: City: State: Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: N/A Address: City: State: Zip: Phone: W:\Pcrmh Center (Rochelle) \Applications \ Word \Construction Permit Application Revised 6-20 I 9.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000.00 Existing Building Valuation: $ N/A Describe the scope of work (please provide detailed information): Wireless site upgrade at existing rooftop site. Replace six (6) existing antennas with new models; remove existing RRIl's and diplexers and replace with new models. At ground level, replace one (1) cabinet and upgrade radio units within existing fenced lease area. Rooftop antenna shrouds to remain unchanged. Will there be new rack storage? U.. Yes ©.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 230 none none unoccupied 2' d Floor 3'd Floor Floors thru Basement Accessory Structure* Garage 0 Attached 0 Detached Carport Attached 0 Detached Covered Deck Uncovered Deck PLANNING DIVISION; INFORMATION - 206-431-3670 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: *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: Will there be a change in use? ❑ Yes Floor area of accessory dwelling: Handicap: ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 ❑ ....... Sprinklers ❑ Automatic Fire Alarm ❑ None Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ .......No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets. PUBLIC WORKS INFORMATION — 206-433-0179 ❑ ...Permanent Water Meter Size (1) . ❑ ...Temporary Water Meter Size (1). ❑ ...Water Only Meter Size WO# (2) WO# (3) " WO# WO # (2) " WO # (3) " WO # WO # ❑ Deduct Water Meter Size 17 ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑...Water Main Extension Public ❑ Private ❑ W.\Permit Center (Rachelle)\Applications\Word\Construction Permit Application Revised 6-20i9.doca Revised: June 2019 Page 2 of 3 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER,B,R AUTHORIZED AGENF: Signature: Print Name: Becky Todd, MD7 on behalf of T-Mobile Mailing Address: 9725 3rd Ave NE, Suite 410 Date: r / 3!) c Day Telephone: 206-310-1793 Seattle WA 98115 City State Zip W;\Permit Center (Rachelle)\Applicalions\Word \Construction Permit Application Revised 6-2019.docx Revised: lune 2019 Page 3 of 3 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK D19-0242 Address: 1224 ANDOVER PARK E BL n: 352304907 41. DEVELOPMENT $516.91 PERMIT FEE R000.322.100.00.00 0.00 491.9 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $24.60 TOTAL FEES PAID BY RECEIPT: R18826 $541.51 Date Paid: Wednesday, October 16, 2019 Paid By: T-MOBILE Pay Method: CHECK 3706353 Printed: Wednesday, October 16, 2019 10:16 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila Receipt Number R18218 DESCRIPTIONS ACCOUNT j QUANTITY PAID PermitTRAK 9.74 D19-0242 Address: 1224 ANDOVER PARK E BLDG Aim: 3523049071 319.74 DEVELOPMENT PLAN CHECK FEE $319.74 R000.345.830.00.00 0.00 $319.74 TOTAL FEES PAID BY RECEIPT: R18218 $319.74 Date Paid: Wednesday, July 31, 2019 Paid By: T-MOBILE Pay Method: CHECK 3704493 Printed: Wednesday, July 31, 2019 9:12 AM 1 of 1 M 5 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit inspection Request Line (206) 438-9350 Project: / Type of n p c 43/1/1- 443106- n: liN Address: . . Date Called: Special ns uc s: DateWanted: a.m. Requeer. -14ii (A)4sr -9.49 Phone No: /2aApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. FILE COPY No. Mr review approval is subject to errors ana omlllKrll. Approval of construction oocumenls Ooes lot a; brie the violation of any aaoated cone or Ream of approves Fleb Copy ana Date CNv of Tukwila BUILDING DIVISION TIIMobile KLEINISPRINGBROOKIROSE 1224 ANDOVER PARK E TUKWILA, WA 98188 SITE NUMBER. SE04017D m SEPARATE PERMIT UIRED FOR: Mechenlall Noting EIec cIV Gas City of TlJllvila BUILDING DINSION RFDS: VER.41 PROJECCM1,9M0 LATITUDE 47° 26' 34.97' N (47.443047) LONGITUDE 122° 15' 1.68" W (.122.250467) GENERAL LOCATION MAP DRIVING DIRECTIONS PROJECT TEAM PROJECT DESCRIPTION DRAWING INDEX 1 : I Sid � xavnSi wmnea I224Nu. w^ D } _ - P ANtimt SxNN,WAHIP Awn ,f • Bye •_ , j R a +, tj A ( ! J FRCMT•MOBILEBOTNEI14OFFICE: 1.DEPART NORTH CREEK PONTOWARD NOATN CREEKTRAIL 0,3MI 2, TURN RIGHT ONTO NE 195TH ST 0,3 MI 3,TAKE RAMP LEFT FOR Ia0SS0U1HTOWARD RENTON23,4MI 4.ATEXIT1,TAKERAMPRIGHTTOWARDTUKWILA! W.VAILEYHWY.0,7MI S. TURN RIGHT ONTO INTERURBAN AYES 0.1 MI BEAR RIGHT ONTOWA•1811WVALLEYHWY0.6MI 6,TURN Raw ONTO STRABDERBLM0311 7,TURN LEFT ONTOANDOVER PAR( E0,9MI ARRIVE AT 98118 PROPERTY PHOENIX RISINGENTERPRISES, OWNER: LLC MI6 FLORA AVE S SEATTLE,WA9810B T•MOBILEPROPOSES TOMODIFYANEXISTING WREIESSFACLITYWITH THE FOLLOWING SCOPE OF WORK REPLACE 3 S9NHH 63 TMBXX WITH 3 FFHH615C d 3 AAFIAS,REMOVE 3FRIGS,3FN79SAND 12AWSPCS DRLEXERS.REPLACE 3FRLBSWITH 3AHLOAS CONNECTEDT00CTOP0RTANTENNA REMOVE 2 FSMFS AND 3 FMCS ALLOCATED FOR ITE.KEEP EXISTINGU2VGSMCONNECTEDTO MIDBANDOCTOPORTANTENNAS. ADD 1AMA, 2 ASIASAND 4ABLMSFOR LTE,ADD ADDITIONAL 1AMIA9 1ASIKAND1ABFORSG, RDOVE ULTRASITE6FCOACABINETS. ADD 4713 EXPANSION CABINET. T•1 TITLESHEET&PROJECTDATA G1 GENERAINOTES Al OVERALLSnEPIAN 1•1.1 EXSTNGENIARGEDSITE PLAN A•12PROP0SEDENLAAGEDSITEPLA4 A.2 EXISTING SITEELEVATKN4 CtX4STiUCTK;NMD7 MANAGER: TODDGE7RISH 97253RDAVE NE,SURE 410 SEATTLE,WA93115 PRONE:2064984891 EMAIL Tga�Ish@nd7.cpn 0 SI LEVATION A•2.IPROPOSETEE A;I BTSEOUIPMENTSHE ET A-0 GENERAIDETAJLS A5 GE AIL E•I ELECTRICALGRaUP4DINGPAAN S0E MD7 ACQUISITiQN: FRANK 10590 WEST OCEAN AIR DR, STE 300 SAN DIEGO, CA 92130 PHONE6S8.997•I061 EALML:1sknorpd on E•2 ELEOTPCAtGRCAI NG DETOLS 7F•1 RFDETAILS RF2 RFDETAILS RECEIVED CITY OF TUKWILA 20NIFK; Md7 BECKYTODD 97253R1) AVE NE, SUITE 410 SEATTLE, WA 93115 PHONE20S31a1793 3 illy , ZONING INFORMATION p,�l PERMIT CEt TER SITE NUMBER: SE04017D SRENAME KLEPVSPRIr ,BR00IVPSE RFENGINEEA: N460BILE ALDRIABAYAO RKWA.r 19881 NORTH 1, WA 9B011 BOTHPARCELA23049071 SS' 1724AN00YERPAPo(E PROJECT IN FOR MATION VICINITYMAP THIS IS UNSTAFFED AND RESTRICTED EOVIPMENTAND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE CfPROVIDOG PUBUCCELLULAASEANCE. TMOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLYBYT46OBILEEMPLOYEES AIATHE WORK ASSOCIATED WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED TUKWIVA WA 981B8 A ��" n KBUILDINGTYPE: t { u24ANowPAnE SulkWA111u W ^ 't . tt y K j a t CURRENT ZONING: TUGWP JURION: CITYOFTUKWLLA CONSULTING B.J. THOMAS, P.E, ENGNEER 7607 BOTH AVE NE MARYSVILLE, WA 43270 PHONE:206.851.1106 Mthornas@Mthornaspenrcas49zeiCURRENIEDm0NSOFTHEFOLLOWINGCODESAS GOVCODE: 201S8C,sBANOARDsaANEANENSwACsi CODE COMPLIANCE - AILIVOFKAND MATERIALS SHALL BEPERFORMED AND INSTALLED IN ACCORDANCE WITH THE ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. PERSONS, THIS FACILITY WILL BE FREQUENTED ONLY BYSEROCE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DSABILIT7SACT (ADA), APPENDIX BSECTION 4.11.ISIIb),THIS FACRITYISEXEMPT FROM THAT ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SCUD WASTE WILL BE GENERATED AT THIS LOCATION.449.41FTTHS01•S1.19W572,21E1111S88-0S21E39 T443890MAINTENANCE CREW (ONE PERSON) WILLMAKEANAVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP, SRETYPE: UNSTAFFED TELECOMMFACILITY LE GAL DESCRIPTION ABBREVIATEDPER ASSESSOR RECORDS, POROFGL1OFSEC 35.23.01DAF• OFSDSEC35TNN81-0408WAI FTT01POBTRCOW S884421 01.51.39W172,83FTTRN8341621WZS3FT111N 01•51.39E112.23FTTOIP013 BEG ATNEGDR NLNOFSDSEC 253FTDIS -� NO N;S%' DIWOrK TLkwilaDIVISIOn NOTE: R?visions cuhrnitalare NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TOPERMTWORK NOT CONFORMING TONIESE CODES 2O1SIBC, 518843ADS6AMENDMENTS, WAC51•SO 201SIMC,STANDAAOSdAMENOMENTS,WACS1•S2 2015IFC,STANDARDS 6AMENDMENTS, WAD 5154 201SNFPASI•NATi0080FUEL GAS CODE LIQUEFIED PETROLEUM GAS CODE PROPANE INSTAL AT ONS ONLY) .01SINIERNATIONALFIFE CODE 0115UPC, STANDARDS &AMENDMENTS,WACS1 , 1.9 '2017NATIONAL ELECTRICAL CODE 2012NATIONQELECTRIC SAFETY CODE OCALBUILDINGCODEORDINANCES AN$1111AIEIA•222-G 4FPA•101•LIFE SAFETY CODE APPROVAL/SIGNOFF OFCONSTDRAW INGS R REVIEN0RSSHALLCLEARLY PLACE II1TIALSADJACENTTOEACH RODUNENOTEASDAAWINGSAAEBEINGRENEWED. �-IPROPANEINSTALIAMONSONLY) REVISIONSAIINFPASB• e$ S(ail E 11aae t0 ine SCDpe A'IIrOUrD CONSUITANT0900P5GNOFf UNDI.OR09REPRESENTATNE: DAZE COVSTRUCTION7URNAC R: DATE CONSTRUCTIONPROJECTMANAGER DATE: v' a.30Y01 1 ne Building volt reauire a new Dian r,,,Ard.,A,,.A::., , . W{0IECTMANAGEA: DATE SfEACOUISiON; DATE ZDN : DATE: RFENGINEER: A DATE \ci KLEIN/SPRINGBROOK/ROSE SE04017D 1224 AIRING PARK! TUKWILA, WA PB1l1 ENID PDb BUILDING PERMIT PREPARED BYE B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 88270 20601.1106 CONOESCALE DRAMS. CPYMAC1OPWSTN, DBFN2 0ANOWNSEW40L4NTSOFAN, ERRCRSAND0649 S, AU NENIJSISMS OF>T. SSERSFDED BY PIIE IAiSI RV/NOR IXNTAINE0AINNISSET OF REk1A/BYN VE. ANY la OR *MS CAD SON4E0 WINB Tin TITLE SHEET DRAIWNO !WRIER! GENERAL NOTES: ABBREVIATIONS 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TARE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTORS SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MANUAL, 2 THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, TJMOBILE WIRaESS REPRESENTATIVE PRIOR TO START OF WORK 3. PRIOR TO THE SUBMISSION OP BIDS, CONTRACTORS INVOLVED SHALL VISITTHE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT, CONTRACTORS SHALL VISIT THE CONSTRUCTION SREWITH THE CONSTRUCTION'CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN, PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTIENGINEER VERBALLY AND IN WRITING. 4. THE GENERAL CONTRACTOR SHALL RECEWE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGSICONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WO54 UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'SNENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE 1, ALL WORK PERFORMED ON THE PROJECT AND MATERLALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE 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. B. 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 VA1JD CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK 'FOR CONSTRUCTION' AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTSENGINEER'S SIGNED WET STAMP. 9, THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC, ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES, 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS, 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T4MOELE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE, 12, WHERE NIEW PAVING, CONCRETE SOEVAIRS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION 50 THE ENTIRE STRUCTURE SHALL NAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHAH 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, MODIFED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODELED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND RNISHES OF ALL FLOORS WALLS AND CEIUNGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, ME CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL VERIFY THE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT, 14, IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTORS AND THE SUBCONTRACTORS RESPONSIBIUTYTO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK 15, CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2•A OR 2•AIWC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION, 16, THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE•RATEDAREAS WITH U.L. USTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 1B. CONTRACTOR SHALL BE RESPONSIBLE FOR UTIUTY LOCATES, SCHEDUUNG, COORDINATING SPECALAND BUILDWG DEPARTMENT INSPECTIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND UTILIZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 20. ROUTING OF ALL CONDUITS,CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T•MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHEDSLAB ALUM ALUMINUM AANNGLE R BOLT ARCH ARCHITECTURAL BTS BASE TRANSMISSION SYSTEM BLDG BUILDING BM BEAM BOT BOTTOM B.O. BOTTOM OF BOC BOTTOM OF CONCRETE BOS BOTTOM OF STEEL CONTROL JOINT CENTER LINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONST CONSTRUCTION CONT CONTINUOUS PR PAIR CIA CENTER PSI POUNDS PER SQUARE INCH DMIO DIAMETER PSF POUNDS PER SQUARE FOOT DTL DETAIL PT PRESSURE TREATED EXISTING RAD RADIUS EA EACH RD ROOF DRAIN EXPANSION JOINT REINF REINFORCEDWEINFORCING ELEC ELECTRIC/ELECTRICAL REQ'D REQUIRED ELEVATION RN ROOM EQ EQUAL RAV RIGHT OF WAY EW EACH WAY SCHED SCHEDULE EXP EXPANSION SECT SECTION EXT EXTERIOR SF SQUARE FOOT FLOOR DRAIN SIM SIMILAR FIN FINBN SC FT SQUARE FOOT FIN FIR FINISH FLOOR SS STARLESS STEEL FLIT FLOOR STD STANDARD FTG FOOTING STL STEEL GA GAUGE STRUC STRUCTURAL GALV G4LVANUED TEMP TEMPORARY GYP GYPSUM THK THICK GB GYPSUM BOARD 1.0. TOP OF HM HOLLOW METAL TOS TOP OF STEEL HRR HOUR TTYPP TOC YPICAL P OF CONCRETE HEIGHT UNO UNLESS NOTED OTHERWISE HVAC HEATING VENTILATIONAJRCONDITIONING VCT VINYL COMPOSITION TILE INSUL INSULATION VERT VERTICAL INT INTERIOR WI WTH WWM WELDED WIRE MESH LEGENDS & SYMBOLS CHAINIINK FENCE CEDAR FENCE POWER TELCO POWERITELCO COAX OVERHEAD POWER CENTERLINE AEYISON BUG ELEVATION VIEWBUG ELEVATION VIEW BUG DETAIL BUG SECTION BUG JT IAN JLAMINATED LF UNEALF00T MANUF MANUFACTURER MAX • MAXIMUM MECH MECHANICAL MH MANHOLE MM MILOMETER MIN MINIMUM MISC MISCELLANEOUS MPH MILES PER HOUR MIL METAL NIC NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OD OUTSIDEDMMEIER OH OVERHEAD OPNG OPENING OPP OPPOSITE 1 PROPOSED PERSONAL COMMUNICATIONSYSTEM PLA 0 0 0 — P— P— P— P— P— P— P— P- -T—T—T—T—T—T—T—T- -P—T—P—T—P—T—P—T- - COAX — 00AX — CORM — COP% — COAX - -DH OH DETAILNUMBER SHEET NUMBER TOP OF MOO h XXX'•X'AGL V (j�---DETAIL NUMBER SNEET NUMBER 40 DETAIL NUMBER SHEET NUMBER SPECIAL INSPECTIONS: SPECML INSPECTIONS IN ACCORDANCE WITH IBC 2015 SECTION 1704, SOILSGEOTECHNICAL: o SHORING INSTALLATION AND MONRORWG OOBSERVE AND MONITOR EXCAVATION o VERIFY SOIL BEARING psf BEARING o SUBSURFACE DRAINAGE PLACEMENT o VERIFY FILL MATERIAL AND COMPACTION o VERIFYCONDITOI4S AS ANTICIPATED o PILE PLACEMENT (AUGER CASTORNEN FILE) 00THER REINFORCED CONCRETE: o REINFORCING STEEL AND CONCRETE PLACEMENT O PRESTRESSEDIPRECAST CONCRETE FABRICATION AYE ERECTION o BATCH PLANT INSPECTION o SHOTCRETE o GROUTING o OTHER STRUCTURAL STEEL: o FABRCATION AND SHOP WELDS 0 ERECTION AND FIELD WELDS AND BOLTING 0OTHER: STRUCTURAL ALUMINUM: o FABRICATION AND SHOP WELDS D ERECTION AND FIELD WELDS AND BOLTING o OTHER: STRUCTURAL MASONRY: o CONTINUOUS OPERIODIC o OTHER MISCELLANEOUS; e OTHER: ANCHORING TO CONCRETE: C DOLTS INSTALLED IN CONCRETE 7 POST4NSTALLATON ADHESIVE ANCHORS POSTASTALLATION MECHANICAL ANCHORS RECEIVED CITY OF TUKWILA JUL 312019 PERMIT CENTER CALL TWO WORKING DAYS BEFORE YOU DIG 811 NATIONAL UTILITIES UNDERGROUND LOCATE PRECAUTION SHALL ELECTRIC -RED TEUCAN•ORANGE Pc IMPLEMENTED BY CONTRACTORS) ATALL SEWER GREEN PROPOSED •WHITE TRENCHING IN ACCORDANCE GASOIL•YELLOW WATER BLUE WITH CURRENT OSHA SURVEY PINK STANDARDS TN itbilei =PROJECT IIFOAMATWA KLEINISPRINGBROOKIROSE SE04017D 1224 ANDOVER PARK! TVKWILA,WAN103 =ISSUED FOAL BUILDING PERMIT —RMIION NSTORYI N0. NXIL ll0 dPTbil 14 .■_�' WED FOR 1 11 IOT"L'' 1 MAMA 1 ILIUM p 1 E31M1 REVISED PEP AEONS ISSUED OESNNIFEW PREPARED IYL B. J. THOMAS, PI. 7607 80TH AVE NE MARYSVILLE, WA 98270 208�851�1106 AAWN 1TI=CNK, III= 11— INIVRE VL -DRAWING INFORNAT10NI DOIg0SWEONAMMGS. CONDUCTOR NJSTVERIFY AllROSINS MOADVISEGWRIAMSO MY EMORS MDCINK1C4 Ali FROM ISSUES OFTW.S ORANNlG ARE SUPERSEDED BY NE LATEST ICE THE IN-0MYA110 CINTNNEDINTh'IS SUN MINKS IS PROMETMY BY NAPE ANY USE OR DISCIOSUPEOTNEMTNA YMUDI 6RELATED 10NMED Mgr NSTRICTLY ROM. NO GENERAL NOTES —DM WING NUN lb G11 MOBILE ANTENNAS 6 RADIOS WITHIN (E) SHROUD (SEE SHT. 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THOMAS, P.E. 7607 BOTH AVE NE MARYSYILLE, WA 98270 206151.1106 -DRAWN DTI=PAL EYE —LICENSUR8I Ali INFORMATION' MOT SCALE GERM. CGARNCIOAMJST'rtANY ALL DWENSIUSMmA SECONSU:WMOFMY ERRORSMfONSSIONR WEPRENWS ISSUES OFThS MINOR SUMMED 9YThEUTEST WSW THE N FORAMTgN NORM M THIS SET OF DOCWENr5ISPROPRIETARY SYN M5RE. MYUSEOR MOUE PEP 1NAN 010115 IEIATHTONAM META MY PRONSAFO, DRAWINOTWLEI OVERALL SITE PLAN -880 lND NUM A.1 ttq- o.qt (E) T46OBILE 58 P 54' ANTENNA SHROUD (E) (1) FRIG (1) FRLB, (1) COVP, (2) DIPLEXERS, (E) (2) TMAS, 6 (1) FHFB MOUNTED TO (E) PIPES 6 UNISTRUT SUPPORTS BEHND ANTENNAS IE) A ROBILE 6'S' z 5S'ANTENNA SHROUD (E) (1) T4i1OBILE ANTEFOAA NSBNHH-1D65C (GAMMA SECTOR; 240' AZIMUTH) (E) (I) T•MOBILE ANTENNANTMBXXSSI6A2M (GAMMA SECTOR:240' AZIMUTH) E) (11 TMNOBILE ANTENNA 411B)CXSSI6-A2M (ALPHA SECTOR:O° AZIMUTH) E) ( I I T46OBILE ANTENNA 4SBNH(1•1 D6SC (ALPHA SECTOR 0' AZIMUTH) E) (4) (SIB' COAX CABLES 6 (E) (1) 250'• HICWCAP HYBRID CABLE ROUTED ON (E) ROOF WI(E)CABLE TRAYS FOR ALPHA SECTOR IE) SKYLIGHT (TYP) `(E) HVAC UN — —Ycw —_ — — �NPT FWD—f——mMD—RM—Ni&M- -LEI (4) I SB' COAX CABLES 6 (E((I)17S HIGH•CAP HYBRID CABLE ROUTED OH (E) ROOF WI (E) CABLE TRAYS FOR GAMMA SECTOR (E) (I) FRIG (1) FRLB, (1) COVP,(2(DIPLEXERS, (El (2) TMAS, 6 (1) FHFB MOUNTED TO (E) PIPES & UNISTRUT SUPPORTS BEHIND ANTENNAS `(E) HVAC DNB (TYP) EXISTING ENLARGED SITE PLAN 22r31 SCALE: II4'.I' 11A17SCALE: 118'.1' (E) T-MOBILE POWER & TELCO EQUIPMENT MOUNTED TO (E( BOLDING HALL (E((12) I•SB' COAX CABLES & (E( (3) HYBRID CABLES ROOTED ON (E) ROOF NO (E) CABLE TRAYS (E) SKYLIGHT (TYP)J (E) TRIOBILE B'S' E 6'45 ANTENNA SHROUD r(E) (3) COW MOUNT TO SIDE OF (E) CABINET WI) UNISTRUTSUPPORTS �(E) BOLLARDS (TYP) 0 6/ FCOACABINET (E) ULTRASITE CABINET 0 EI T4,OOBILE BTS CABINETS ON (E) CONC PAD (E) CAGED LADDER WILOCKING PLATE E) (4)1St COAX CABLES 6 (E) (I)175 HIGH1AP HYBRID CABLE ROUTED ON ((E) ROOF WI (E) CABLE TRAYS FOR BETA SECTOR (E) (I) FRIG (1) FALB, (I(COVP, (2) DIAEXERS, (E) (2) TMAS, 6 (1) FHFB MOUNTED TO (E) PIPES!, DNISTAUT SUPPORTS BEHIND ANTENNAS (El(1)T•M0E4LEANTENNA NTMBXX5,51BA2M (BETA SECTOR:120' AZIMUTH) (E) (II LMOBILB ANTENNA NSBNHH.1 065C (BETA SECTOR:120° AZIMUTH) RECEIVED CITY OF TUKWILA J111.31 PERMIT CENTER T I' iob11ea —PROJECT INFORMA110Nr KLEINISPRINGBROOKIROSE SEG4017D 1224 ANDOVER PARE! TUKWI A, WA 911241 SRO FORT Ens lusro — NON RYE BUILDING PERMIT auc Bo PREPARED It B. J. THOMAS, P.E. 7607 80TN AVE NE MARYSVILLE, WA 58270 206.851.1106 "DRAWN E17-0$L DTI- 8 -DAAWINO MNOT SCALE DRWNGS, 03A114CM/36`115TVERFY NIDA'MONS ANDADASE'S P/11150FM ERIDRS NIDON$ALI NI PPEVTU5MSOFIHS ORA%ARE SPEWED BY INE LATEST REA1SIN R4 NGOR TIICNDNfNOINNSSETOF D7INENR4PAOMETN/BYMIRE. NIYDSEOR D4ROSUREDMFAIMNWT MIATEORMED DUEII IS 51RERY DOMED, =DRAWING TNlF4 EXISTING ENLARGED SITE PLAN =D NO NUMIU A.111 (E)T440BILE 68 x 6E'ANTENNA SHROUD (P) (1)ANLOA, (1) COVP 8 (2) TMA'S MOUNTED BEHI ANTENNA ON UNISTAUT SUPPOR (REMOVE (I) FRB, (I) NEB, (1) FRIG,& (4) DNIEXEBS (E) TMOBILE 6'.6' x 6'S ANTENNA SHROUD (E) (1) NONE ANTENNA ASBNNIH1 D65C TO BE REPLACED WI(P) MAFIA ANTENNA 6 MOUNTED ON (E) PIPE MAST (GAMMA SECTOR:240' AZIMUTH) (E) (1) T-MOBILE ANTENNA AR1BXX4616A2M TO BE REPLACED WI (P) AFFHH1SCA3 ANTENNA& MOUNTED ON (E) PIPE MAST (GAMMA SECTOR:240' AZIMUTH) -(E) MT -MORE ANTENNA aTHBXXE516,41M TO BE REFIXED WI (P) MFFHHdiC4 ANTENNAE MOUNTED ON 1E) PIPE MAST (ALPHA SECTOR:0' AZIMUTH) E)(1)T4AOBAEANTENNA Y 1341014BSC TO BE REPLACED WI (P) IMPIAANTENNA& MOUNTED ON (E) PIPE MAST (ALPHA SECTOR: On AZIMLI1I✓) E) (4)1518' COAX CABLES 6 (E) (1) 25U HIG&CAP HYBRID CABLE ROUTED ON (E) RODE WI (E) CABLE TRAYS FOR ALPHA SECTOR `-(E) HVAC UNIT (TYP( —COM —COM —COAX —COAAX —GW xreAo -!nee—may— .raw— maAa— MO— MO— MI HE) (4)1.518' COAX CABLES& (E( (1) 3SU HIGH,GAPHYBRID CABLE ROUTED ON(E)ROOFI WI (E) CABLE TRAYS FOR GAMMA SECTOR P) (1) ANLOA, (1) COUP & (2) TMAS MOUNTED BEHIND ANTENNA ON UNISTRUT SUPPORT (REMOVE (I) FRLB, (1) FHFB, (1) FRIG, 6 (4) ORDERS) {E) HVAC UNIT (IT'P) PROPOSED ENLARGED SITE PLAN 22Y34 SCALE 114' 1' 11817 SCALE IV 1' (E) T4AOBILE POWER & TELCO EOUPMENT MOUNTED TO (E) BUILDING WALL (E) (12) Idf' COAX CABLES & (E) (3) HYBRID CABLES ROUTED ON (E) ROOF WI (E) CABLE TRAYS —, — xrOE,— xrsa0— HYBND— moo— ma— (E) SKYUCNT(TYP) (E) T N4OBILE 6'S' x 65' ANTENNA SHROUD 1 I {E) (3) COUP MOUNT TO SIDE OF CABNET WI (E) U NSTRUT SUPPORTS �{E) BOLLARDS (TYR) 0 0/ IN (E) ULTRASITE 8 FCOA CABINET REPLACED 111(P) HPL3 PANSION CABINET FSAND 3 FBBACS D FOR LIE. KEEP DOSING . ADD IAMLA2ASIASAND 4 ABLAS FOR LTE, ADDAODRIONAL 1 MCA I ASIK AND 1ANL FOR SO El T.MOBILE BTS CABINETS ON(E(CONCPAD L(E) CAGED LADDER WI LACKING PLATE LEI (4)1.511 COAX CABLES 8 (E) (1(176 NIGHCAP HYBRID CABLE ROUTED ON (E) ROOF WI (E) CABLE TRAYS FOR BETA SECTOR (P) (1(AHLOA, (1) COVP 8 (2) INNS MOUNTED BEHIND ANTENNA ON UNISTRUT SUPPORT )REMOVE (1) FRI$(1) RIPS, (1) FRIG, 8 (A) DIPLEAEIS) (E) (1) T4OBILE ANTENNARTMBXXd518a2M TO BE REPLACED WI (P(IFFHH65CW3 MAENNA & MOUNTED ON (E)PPE MAST (BETA SECTOR:1201AZNAIDI) E)(1(T4,40BILE ANTENNA ISBW* IDBiE TO BE REPLACED WI (P)AAAFN ANTENNA & MOUNTED ON (E) PIPE MAST BETA SECTOR: 120' AZIMUTH) RECEIVED CITY OF TUKWILA Jill 31201 PERMIT CENTER i W W Vlobile� CT INFORMA11ON KLEINISPRINGBROOK/AOSE SE0401TD 1224 ANDOVER PARK! TWILL((, WA N168 -INDED FOB BUILDING PERMIT =AMMO* HISTORY! NO. MINT ROM lON REV D FOR ZOE HHMPLIANCE VED CRY i Tukwila • 9 N DIVISION 611014 AMSEOPER AEOIPES ISUEDOESYJIREVEW =PWAS PREP= sr! B. J. 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KLEINISPRINGBROOKIROSE SEO4017D 1224 ANDOVER PARK E TIBIA, WA N111 BUILDING PERMIT f10. DAEI [SCRIMPY REVI:WED FOR E C+MPLIANCE AP ROVED C UI ity DfTukwila .DI DIVISION 6717019 RENSEOPER 41/A191 I$CIEO OESRRIPENEW R!T ! PREPARED ITS B. J. THOMAS, RE.7607 BOTH AVE NE MARYSVILLE, WA 98270 206451.1106 _DUTIN ITE=CHK" ITS JL UCENBUREt WIND INFORATIONE WW1 VIE CRAM COA7RKTOR RUITV4RF MLORA3 %ARO1tMCOWS MISOFPk ERRORS PROCi9SSOS AILPR MSRSUESCf TRR MINGIAESi/ERSEOE➢OY1RE PAPISTFEVIACN THE*NCO MVOEO P'NSSET OF DOCUMENTS ISFORUM? BYM 1URE. MY M MIME OMR VI MICH IS REPAIDTONFAIED WENT I STRICTLY PRCI8TEO, DAATNMD 112 EXISTING SITE ELEVATION WING NUMM I A.2 bI'OWl (E)(1( T460BILE ANTENNA YIMBXX651S A2M 6 (1) ESBNHH•1 DEC3R ANTENNA REPLACED WI (P) (1) EFFHH4SC•R3ANTENNA 6(1)AAAR ( ANTRA & MOUNTED W'TTXN (E)ANTENNA SHROUD (BETA SECTOR) n TOP OF EXISTING SHROUDS 4D4'AGL n T•MOBILE RAD CENTER 'FM' 354' AGL TGP OF EXISTING BUILDING 7S4'AGL (E)HVACUNIT GROUND LEVEL (E)T4r1OBILE6'4'AB4 ANTENNA SHROUD TMOBILE RAD CENTER'AAFIA' 36'-0' AGL E)HVACUNIT (TY)--. (E) (1) T41I0BIIE ANTENNA EI10XX451640 6 (1( IISBN(IH•406SCSR / ANTENNA REPLACED WIT) (I) ifFNH4SCA3 ANTENNA 6 (1(EAAFIA ANTENNA 6MOUNTED WTIHIN(E)ANTENNAPROUD (ALPHA SECTOR BEYOND) TOP OF EASING SHROUDS 6 4B4"AGL TAIOBILE RAD CENTER'FFHIf 3S'4'AGL TOP OF EXISTING BUILDING TOW AGL (E) (12)1•51B CORK CABLES b (E) (3) HYBRID CABLES ROUTED ON (E) ROOF WI (E( CABLE TRAYS {E(T410BILE WOOD FENCED COMPOUND REPLACEMENT CABWET IS BELOW FENCE HEIGHT (E( CAGED LADDER WI LOCKING PLATE PROPOSED EAST ELEVATION U2, SCALE:NTS RECEIVED CITY OF TUKWILA JUL 31ill PERMIT CENTER TWWVIobile' =PROJECT INFORMATION; KLEINISPRINGBROOKIROSE SE04017D 104 ANDOVER PARK E TUKWW, WA ECM BUILDING PERMIT NON 'RETORT; IDFOR 11 MPLIANCE Waal 1P MEM M 1 G DIVISION 1.11110111 6g019 REVISED PEAREEUES 2019 ISSUEDOEUMENEW = PREPARED EYE B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206451'1106 =DWI DYt-CNIL 101 JL EJ UR DM INFORMATION; CO NOT SCALEWANGS.. CONIRACTORINSTOIFY ALONE/MOMS AND CASE D7NSUT0.4R DF ANY ERAOPSANDOE6SOIS, AlLPf5Y1DISISSUES ONS DRAWING AQ SUKASEDED Si THE LATEST ROOK THE INPORW➢DN CMJNED INNS SET OF DOCUMENTS SPACPAETAAYBYMINRE ANY LSEOR D5CNL1RE OIIEA TRAM W19f71 S RELATED TO MUED CUNT ISSTRICRYPOSE. PROPOSED SITE ELEVATION =DRA WERI A�2,1 DIci•Ottiz TOP VIEW 30' LEFT VIEW PURCELL Ift7 EXPANSION CABINET SPECS: MANUFACTURER: PURCELL HEIGHT; 77 DEPTFt AB' WID4t 3' CABINET WEIGHT: AWLBS FRONT VIEW PURCELL'RPIT EXPANSION CABINET DETANS SCALE; NTS RIGHT VIEW RECEIVED CITY OF TUKWILA �U111al PERMIT CENTER Vlobile� ICY INFOANATNNA KLEINISPRINGBROOKIROSE SE04017D 1E2IANDOVIN PAAN E WINVILI,WASIIII BUILDING PERMIT ISION NIITOAY EVIEWED FOR E COMPLIANCE APPROVED A 15 2019 _PLANS PREPANED B, J. THOMAS, RE, 7607 80TH AVE NE MARYSVILLE, WA 98270 206451.1106 =OAAWN IYI=CNK NW/TOLE NON& CC NfRO0RUL5TNRPY ALLDWAI NSMA NSECCNSULTANTSCEMY ERAORSNIDOURSIX Al1F NIUSIS41ESOFINS DRINTC ME SLNEASEDED Br NF LATEST MOM 11IIN'OPENOCN OMf UNEO U MS SET OF DOMI ENISISPACOPoETOAT BYNAME Wig OR DLff10 KOORAMWVdU)BfiPAIA1E0101446 WENT IS STRC T L1 RIYNIED. BTS EQUIPMENT DETAILS /earn if ii+ra..rrie..Gr:` MANUFACTURER: NOKIA MODEL: ABIA AIR SCALE DIMENSION (HxWxD) 1.9" x 8.3' x 14.8" WEIGHT: 4.63 LBS ABIA DETAIL SCALE NTS ASIK-Baaeband Card t4 "ii3ix*r, ip ix 1 44x11411 c1.i rli 'I144T4+1.i91i to N I14411'I,LTIr I,.y...l III 1, b ASIK DETAIL SCALE: NTS ABIL—Capacity Card MAW' WOW 410 1'Y' 4'11150N4 OCI13t11DOED0`aC010360 DC n4113D0403(1440UO CAI 4WD Hq 9 ;d1 ABIL DETAIL E: NTS 400 pas CWIut o okruk 0000i urgdf.'aq um DPeOnu DWpul u.64010 Duxmda SpcaI II8IEz1.2 }n4h SRp RFBXT13 EIFI ONT D.s, p'T4; Product coda and sand nUmbld the FSM FSMF DETAIL MANUFACTURER: NOKIA MODEL: ASIKAIRSCALE DIMENSION (HxWxD) 1,9"x 8.3'x 14,8" WEIGHT: 6.83 LBS MANUFACTURER: NOKIA MODEL: ABIL AIR SCALE DIMENSION (RNA)) 1,9' x 8.3' x 14.8" WEIGHT: 4.63 LBS Product woe and send wRdlof II cue FSMFMODULE PROPERTY VALUE HEIGHT 133mm0U (S.2W WIDTH 441 mm 111.E in) DEPTH 422 nm (16sin) WEIGHT WI NAY, 1LSkg CORE MODULE 125.31) MANUFACTURER: NOKIA MODEL ASIAAIRSCALE DIMENSION (HxWxD) 1.9" x 8.3' x 14.8' WEIGHT: 6.83 LBS VIno0* bpaE! e5ial ASIA plug in unit EdAIEm Gps. IIGEtlicnl3t 1EG�T�t(a c 6 Ctrl but ( ) rrhllrl' 1 ..r 4l44111111 11 1 1 Jl SabllAe ccienbISGE Ext iSMed ILiSAS+ID ,Flzd ii w ASIA DETAIL SCALE: NTS MANUFACTURER: NOKIA MODEL: AMLAAIRSCALESUBRACK DIMENSION (HnWxD) S.0' x 11.6" x 15.7' WEIGHT: EMPTY: 10.9 LBS NON BLINDS:14.8 LBS W'MTH ALL UNITS:52 LBS ;DECEIVED CITY OF TUKWILA JUL 3120i9 PENIT CENTER 6 AMA DETAIL SCALE: NTS T Nobilei CT DIFONMAn0l1 KLEINISPRINGBROOKIROSE SE04017D 1224 ANDOVER PINK TUKN1u, NA W11I 11U4D POI: BUILDING PERMIT -REVISION NMI M. DAM MIC101SI0q :VIEW J6 15 2019 City of Tulivila Mn019 IEYTSED FER AE0.eEE BIT 41192Y9 IS EDISxMREAR -RANI WAND III B, J, THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 2064851.1106 ITI 45 _DIONDID DIFORMATION! DOMOTOCUENONOS CaMDTORN95TVERDY $.110 OISANDWNSE CONSWTANISOFAM EN10ASu09CMSSINS. All. PREMIUMS DFDMS DWA AAE SIDERSEDED DY THE LATEST AS S N THEIFOPoNTI NCDITMEONN SET CC DalliEWSIS PATRON NAPE AMUSEOR DECLOSLRE OMER DWAIICN D RELATED TO'IA1fD CDEM IS S1AEITY PRONBRED =DBAWINO TIIW GENERAL DETAILS _DRAW NO NUMBER: AN4 U�q-ow7. PARTS UST ITEM: QUANTITY PARTNUNEER DESCRIPTION 1 2 671251 ANGLE ARM 2 2 601256 MOUNTING CLAMP 3 2 8012381 BRACKET 4 2 6012352 BRACKET 5 1 601258 LABEL, ANGLE 6 4 6006793 SPACER TUBE 7 14 10052524 S STEEL: ME FLAT WASHER (STAINLESGE 2 68OOI7� BOLT M8d.2S>?AM8LOCKWASHE6R(ST1 98 8 AINLESSSTEEELL))ISSSTEEL) 10 4 600419.10 M8x1,254110mmLARGE HMO SCALY(STAINLESSSTEE) 11 6 204001.15 M8r11SHIXNUT {STAINLESSSTEEL) 12 2 225244 CIAIIPPLATE 13 8 t -19.24 LARGE LOCK WASHER APLESS9TEEL) 14 8 204001.21 M12x1.76HIXNUT STEEL 15 4 603419.12 M12z1,754150wNAGECARR EBOLT (STAIN STELL) 17 1 601584 MOLYBDENUM DISULFIDE GREASE BOTTOM BRACKET TOP BRACKET gANTENNA BRACKET ATTACHMENT DETAIL SCALE:NTS w PNA HOUNTING BRACKET MI04120x1051r BOLT FMFA FIXING POINTS AIL SCALE NTS BOLT ANTENNA 1 ANTENNA ATTACHNENTDETAIL U SCALE: NTS RADIO MODULE FOR 600II01I44 RRH MANUFACTURER; NOKIA MODEL AHLOA FREQUENCY RANGE TBD POWER CONNECTOR: TBD SUPPLY VOLTAGE: TBD INPUT VOLTAGE WOE: TBD EXTENDED INPUT VOLTAGE: TBD NET WEIGHT; 83.78LBS DIMENSION (LxWDD) 22.05'A 12,13'x7.44 TOP VIEW 7.44' FRONT VIEW SIDE VIEW © ANLOA DETAI SCALE: NTS RECEIVED CITY OF TUKWILA JR311019 PERMIT CENTER TWW Vobilei ECT INFORNATIUNI KLEINISPRINGBROOKIROSE SE04017D 1224 ANDOVER PARK E TUNIWIA, WA W111 BUILDING PERMIT IEION II HY: A0. D144 DDDODPEIDIA PP AS 151019 Ity Of Q8171019 L�. 41DM19 u(WI a RENSEDPEA RELIES ISSUEVOESGNRENE,Y PREPARED 1Y: B, J, THOMAS, RE. 7807 80T11 AVE NE MARYSVILLE, WA 98270 2064851.1106 N 1YI=CNN, IYI IL =DRAWING INFDRNAT14N DONIT SCJLEDPA KS. CW11.4 fCN MUST OP WN WISIDNRC ADNSE CONSULTOR OF AM EPSORS AND DIMS MOMS I54.ESOM ORA %ARESURERUEBY IMELATES7 REIGN REBlORW%COST EDN'Mal Or °DMUSDRiCPRETPAYBYN17U9E. Alf USE OR OECOOSURE OR O 14N WHO S REIAIFO TO WE CLeff ISsifTiIYMOWED. =DRANRNOIrk GENERAL DETAILS DRAWING NUMBER: A•5 IP) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES 816 41) (E) AGB MOUNTED NEAR ANTENNAS (SEE GROUNDING NOTE 15) (E) AGB MOUNTED NEAR ANTENNAS (SEE GROUNDING NOTE NS) BOND FROM (P) ANIMAS 6 RADIO TO (E) AGB (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES OS 45) (E) MGB MOUNTED NEAR BTS CABINETS BOND BTS EQUIPMENT TO (E) MGBWI *GREEN STRANDED THWN (TYP) (SEE SET. E-2, DETAIL 3 0 0 (E AGB MOUNTED NEAR ANTENNAS (SEE GROUNDING NOTE YS) BOND FROM (P) ANTENNAS 6 RADIO TO (E) AGB (P) MECHANICAL CONNECTION (TYP) (SEE GROUNDING NOTES II M6) ECTAICAL GROUNDING PUN E: 0 0 GROUNDING NOTES; 1, GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8'. B. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THER MATING SURFACES AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. USE PENETROX OR EQUWALENT ANTIOXIDANT GREASE. S. ALL GROUND BAR CONNECTIONSARE TOBE2NOLELUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED, B. ENSURE P1. MECHANICAL CONNECTORS ARE TORQUED TOTHE MANUFACTURER'S SPECIFIED VALUES. 1. MULTIFLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST8'. 8. MAXIMUM RESISTANCE OFTNECOMPLETED GROUND SYSTEM SNALL NOT EXCEED A RESISTANCE OF 5ONMS TO EARTH. 9. GROUND WIRESSHALL NOTE* INSTALLED THROUGHHOLES INANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABUSHINGA 'CNOKE'POINT. 19. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING BURIAL DEPTH SHALL BE 30'. 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT, THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED S OHMS RESISTANCE, THREE DISTANCES SHALL BE USED:1 AT IBM FEET, 1 AT70 FEET, AND 1 AT BS FEET, THESE DISTANCES ARE SUBJECT TO SITE BY SITE BASIS. 1410BILFW'IS SHALL BE GWEN 24 HOURS NOTICE, ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. SYMBOL LEGEND; MGB Tr MASTER GROUND BAR 114Y4Y24' COPPER AGB Tr ACCESSORY GROUND BAR 114'14YI2' OR 11414I0' COPPER — EXPOSEOWIRING ----- UNDERGROUND WIRING 1 CAMPED MECHANICAL CONNECTION $ SSYE COPPER CLAD STEEL GROUND ROD O INSPECTION PORT --1-- EXOTHERMIC (CADWELD) BELOW GROUND 1 GROUND RECEIVED CITY OF TUKWILA JUL 112019 PERMIT CENTER T 1 1 Vlobile� -PROJECT INFORANOII KLEINISPRINGBROOKIROSE SEN17D 1224 ANDOVER PARK E TUKNILA, IVA SE111 ISSUED FORI BUILDING PERMIT =AEYaNON NISTOAI'1 X0. DAM OIRII M uut nI APP 15 2019 Q507019 REVISED PERREDX.5 4147E19 ISSUED DESF/I RENEW —PUNS PREPARED ITN B. J. THOMAS, RE. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.651.1106 IN IT =CNN ITN JL CENSURE; DRAUNO INFORNAT ON, DONGYSUE DRAWNCS, DOMRACTORIIIIPEAFY RA All DIADSOiSANDN LSE ccnurM75CNANY EMS MD CNSSIDNS. 7LL NEND,6S ISSUES CE YHb NOG ARE SWERSEDEDFY11 ELOUTRBM1SCYI RE UFCANATO CONI1INED I1 MS SEE 6 DOCUYENfSISWORMY WARE, ANY USECA DISC@71RE PER NA W1RCM b REWED TONED CI DRR SIRIMYPRCHINIED, VINO TITLEF ELECTRICAL GROUNDING PLAN —DNAWINO HUMERI E.1 11111SCALE:114'=1' oiq• D1J12, TYPE TA TYPEVN TYPE NC TYPE SS rl il TYPEW TYPE VS TYPEVB TYPE PT -r � III,' NS r Its, TYPEGT TYPEGY TYPEGR I TYPEGL PICA!. CADWELD CONNECTIONS NJ HARGER GROUNDING BAR NGB11824 (OR EQUAL) wrrH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN N2 GREEN INSULATED COPPER MIRE TO AGBATTOP OF POLE COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CONTRACTOR 0 • LD TYPICAL MGB 318° S.S. HEXNUT 3R' S,S STAR WASHER (TYP.) N2 STRD, GREEN INSULATED BARE HARGER GROUNDING BAR EGBI14112GOR EQUAL ANTENNA MOUNT GROUND COAX CABLE GROUNDING KTTS SOLID BARE TINNED COPPER WIRE TO GROUND RING • PROVIDE (2) PER MGB TYPICAL AGB GROUND BAR DETAILS N.T.S, BUSS BAR OR FLAT SURFACE OF EQUIP. IPIREEWAY NULUXANTI0IUDIZING COMPOUND 318'Xrss HEXBOLT T8'SS LOCKWA$HER (TYP.) 8 8 X 17 KS FLAT WASHER jTYP) 70 HOLE COMPRESSION CRIMP LUG )N1) DETAIL IS TYP.OF TWO NUTS 6 BOLTS NLES I,1r. W G90UND WKS FOR ELECT. AEU OWEREWWJENT. 2. THE ENTE ICG IN1 AREA ro BE SPRAYED W1AI C1EW RAWER ON COIL GOOK SPRAY WAD IF NA TO BE CA➢WEILED ro GROUND Ma CTYPICAL CABINET GROUNDING DETAIL NT,S N2 GREEN INSULATED COPPER RE TO MGB AT BOTTOM OF POLE RECEIVED CITY OF TUKWILA JU1312019 PERMIT CENTER obilei — PROJECT INFORNAWONI KLEINISPRINGBROOIVROSE SE04017D 1254 ANDOVU PANE E TIDIWILA, WA HIED FO BUILDING PERMIT — REVISION HISTORY! NO, AlN4 Marla E VJEIP ()FOR :ODE CO LIANCE APPROVED UG 15 2019 City of Tukwila U LDING DIVISION NDiBIs ISRI6IDESCNRENEW — PLANS PREPARED nl B, J. THOMAS, RE, 7607 80TH AVE NE MARYSVILLE, WA 98270 206451..1106 dl COMM SCALE MANNA COMM MIST VENFY ALL OEEPOOXS u0 ANISE COMINS CN ANY ERRORS MDOISSJS, ALOP8100SIS9UESOf NS DRAWING IRE SUPFASfDED BY 111E LAIESI REY1Nd1 fNEINFOPAATDNC MMXFLW I sSETOf DOCUMENTS ISPAOPRETIAYBYNANRE ANYLSET OESCLOSUPZOnERIVAN17J EREIM NNNSEO CLEMIS s1RCRYNCN®IEO. =DRAWING WTLEI ELECTRICAL GROUNDING DETAILS =DRAWING NUYRRI E•2 DIq. 012. SAS LOADING CHART SECTON COLOR ANTENNI MODEL F TUMOR AEINUTN (1l) MECHANICAL ELECTRICAL DOWNNLT RADIATION CENTER NYMIIDCAILE LOAM COAX CARESGOWNTILT ALPHA RED FFH1465GR3 AAFA COMMSCOPE NOKIA 0° 0° 0° TBD 35'4AGL 36'4'AGL (1)2S0'HI-CAP (4)15B' BETA GREEN FFHH65GR3 AAFIA CGMMSCOPE NOKIA 120' 0' 0° TBD 35'4'AGL 364'AGL (I)115HICAP (4)1.518' GAMMA BLUE FFHH.55G13 AAFIA COMMSCOPE NOKIA 240° 0' 0° TBD 354'AG1. 364'AGL (1)350'HOP 4)150' NOTE: 1. ALL COAXAL CABLE CONNECTIONS TO BE WEATHER PROOFED, 2• CONTAGION TODIP CABLES AND JUMPERS WHERE NECESSARY. 3, TAGGING: + ALL COAXIAL CABLES TO BEMIRED WITH COLOR CODED TAPE TOINDICATE THE ANTENNA SECTOR. + COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OFJUMPERSAS CLOSE TO EACH END AS POSSIBLE, (NOT TO INTERFERE WITH WEATHERPROOFING) 4. COAXAL CABLE SPECIFICATIONS /EQUINE CABLE SUPPORT EVERY 3'-0' ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5, VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UPS0OVERLAP MOVES WATER AWAY FROM CONNECTION, (SEE STEP 4,1 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QVADPOLES AND INNS, HEAT SHRINK SHALL BE'CANUSA' WITH ADHESIVE. CONNECTORS)TYP) STEP 1 BUTYL TAPE (ALSO KNOWN AS MASTIC, TAFFY TAPE) ELECTRICAL TAPE (I LAYER) 8'7 1," f. -- 26' I[ NOKIA ANTENNA DATA MECHAICAL SPECIFICATIONS PART NUMBER HEIGHT WIDTH DEPTH WFJGHT AAFIA 11 M 26 N Bin 2426s CONNECTORS STANDARD MOUNTING HARDWARE INCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B,W. VSWA MAX INPUT POWER ELEVATIONB,W, ELECTRICAL TAPE:3 VIERS WITH 7 TAPE AND 31AYERSIN3114'TAPE (ALL S0TH MINIMUM 50%OVERLAP).ALLTAPE ENDS SHALL BE CUT (DO NOT STRETCH). COAT WITH 3M SCOTCHKOTE SPRAY SEALER L CABLE WEATHERPROOFING ANTENNA AND COAX GENERAL NOTES: 1, All ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY O4NOBLE AND INSTALLED BY CONTRACTOR 2, COAX COLOR CODING: ANTENNAS TO BE NUMBERED INA CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIEED SEES. FOR OMNI SITES, USE THE ATO, BTO, 8 GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT (21 PLACES USING 1' AIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: NI • AT ANTENNA CONNECTION 42 • AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 17 SLACK 6 12' FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (F APPLICABLE), 6 DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND US PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS, CABLE, & CABLE DIAMETER WITH PROJECT MANAGER. RECEIVED CITY OF TUKWILA JUL 11201 PERMIT CENTER COMMSCOPE ANTENNA DATA MECHANICAL IPEGIFICAI1ONS PART NUMBER HEIGHT WIDTH DEPTH WEIGHT FFH455CA3 95.9H 251in 9.31n 121.61hs CONNECTORS STANDARD MOUNTING HARDWARE (8)1.16 NI INCLUDED ELECTRICAL SPECIRCATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. 611.2360MHz t4S° 15.8.19.542( 55'•61' VSWA MAX INPUT POWER ELEVATION B.W. <1.5:1 300 WATTS 4.4° • 10.2' T M I l�obile� SECT INFOR MI4TI KLEINISPRINGBROOKIROSE SE04017D 1224 ANDOSEA PART E WAWA WA51113 FOR BUILDING PERMIT RTI CNL MOM 111 REVIEWED FOR CObE dOMPLIANCE APPROVED A 15 2019 ity of Tukwila UIDING DIVISION Q511554 REASED PER REDOES LLPESGV 13519 aSVEDCRENMW 1 Bll PLANS PREPARED ETE B. J. THOMAS, P.E. 1111' 7607 80TH AVE NE MARYSVILLE, WA 98270 406.861+1106 ISM ITN=COIL or! ,IL N:ENSUR51 err DRAWNGO I 00NOT SCALE OR1WMGS CONOW1911KISTNENF< 11.1MGM MOAWE 00015MA/1150FANY MOPS ill) U9SSCMS. AU. PREN55159Uis0a1M5 NM ARE SIPENSEOEO 61711E AST RENSIOR TIC PERI M CCMAIGIN INS SET a 00110155 MANY BYNAVE AN1U207 04U051.1E OINR TWA NNIQ15 REUTEO TO OWED CUEN15S1RMI KRIM RAISING TALE: RF DETAILS —ORANING NUMIIAs ION: DR- OK T. N V O ^' i 1 6112B_R4 LTE UMTS lOnly GSM U2100 on Ground AWS+PCS+600+100 AWS+GSM PCS Alpha Sector shoe heel AAFM =PROJECT INFORMATION; KLEINISPRINGBROOKIROSE SE04017D 1224 ANDOVER PARK E TUKWILA, WA 98188 =ISSUED FO 1 BUILDING PERMIT LIE AWS•PC8 ,* g � un =REVISION HISTORY; CNB NB DAIS DUCIUP11eh lw eti Iiii1.,iI • S a 15 2019 " 9 Ya� — of Tukwila Q60e19 REM 19pa ,As BIT III rJ s ��: AAna2M9 ISSUEDDESfNPEYIEN BR PLANS PREPARED BY: B, J. THOMAS, PIE, 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 ANIO !WWOAM 10 al Bard) aA. �� =DRAWN BY:-CHK. BY: JL BJ .�� � I 6 y'w 1 LICENSURE: 1I8121 No l 1. DAMN INPOAMATNNII DOV'SCUfDRAM CONIRMAMUSTVEAFY ALDMENSeNIND NSECONSUTANISC Y ERRORSANDOSDSSONS. All RENOUSISSUESeFYs WOG ARE SUPERSEDED BYTNEIATISTREVBK1 OCM SsPROPAlVaPY T „12DR DBCIDSUAEOiNEAMWNHICHBEdUlED1OWAFD CLEF ISSTAKRYPROHBITED ♦, l w..... a '1: ;Ix � ++ ice_ �, ;... '• ' tu�' 1 S1.77"' 1 s' Mull MOO A ; I . • a , 6„ o ' RECEIVED CITY OF TUKWILA '1I 1L TRW AF DETAILS MFWCNIMAM WNAAR ba �'•� � mut 1 1.11 Y y„ A: ..... ..xi •1.•.0 Poi �= 19�DRAWING 1 F v .UL '1 1 /ohh MN f PERMIT CENTEP =DRAWING NUMBER: Notes RF.2 nIq•otLZ C � ENGINEERING 250 4th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 civil & structural engineering & planning BILE T • •Mobile STRUCTURAL ANALYSIS REPORT SE04017D Klein/Springbrook/Rose Rooftop Site REVIEWED FOR CODE COMPLIANCE APPROVED AUG 15 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 31 2019 PERMIT CENTER 1224 Andover Park E Tukwila, WA 98188 07/08/2019 CG Project No.: 19070.635 1� \c\- oa�a TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-3 SITE DATA 4-9 LATERAL LOAD CALCULATIONS 10 APPURTENANCE & MAIN STRUCTURE ANALYSIS 11-19 ARCHITECTURAL DRAWINGS (EXCERPT) A1-A4 PREVIOUS MODIFICATION CALCULATIONS (EXCERPT) A5-A10 SE04017D Klein/Springbrook/Rose —19070.635 Structural Analysis Report July 8, 2019 Page 1 INTRODUCTION CG Engineering was retained by BJ Thomas (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 appurtenances are mounted to existing steel pipe mounts within existing screen walls on top of a rooftop with an overall height of 30'-3". Equipment is located at grade. The Client provided us with architectural drawings for the antenna installation dated 06/07/19, as well as structural calculations for a previous modification dated 05/15/15. Photos of the site and architectural plans were also provided for the proposed revisions. 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. TMZXX-6516-A2M (1) Commscope Panel Antenna (1) Commscope Panel Antennas Model No. FFHH-65C-R3 Model No. SBNH-11)65C (1) Nokia Panel Antenna Mount A (1) FRIG Model No. AAFIA appurtenances (1) FRLB (1) COVP to exist pipe (1) COVP (2) TMA's mounts (4) Diplexers (1) AHLOA (2) TMA's (1) FHFB (1) Commscope Panel Antennas Model No. TMZXX-6516-A2M (1) Commscope Panel Antenna (1) Commscope Panel Antennas Model No. FFHH-65C-R3 Model No. SBNH-1D65C (1) Nokia Panel Antenna Mount B (1) FRIG Model No. AAFIA appurtenances (1) FRLB (1) COVP to exist pipe (1) COVP (2) TMA's mounts (4) Diplexers (1) AHLOA (2) TMA's (1) FHFB O ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 l f. 425.778.5536 www.cgengineering.com 5E04017D —1907O63S Structural Analysis Report July O,2U19 Page 2 (1) Commscope Panel Antennas Model No. TMZxx6516-A2M (z)CvmmscvppPanel Antennas Model No. Snm*'zo65[ (l)rn|G (z) FnI-u (1)COVp PVDiplexen (2)TMA's (z) FMFu PVCommscope Panel Antenna Model wp.Fp*n65C-na (z)Nokia Panel Antenna Model No. AAF|A (1)[OVp (2)Tm^/s (z)AnLow Mount appurtenances toexist pipe mounts 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 mfTukwila, WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice (3-sGust): 110mph Risk Category: U Sds: 0.954 Exposure: B Kzt(ASCE7'10): 1.0 5d1: 0.533 Notes: 1.Refer totheattachedtopoOr phicpruf|esusedtodetenninethetopoAraphicfacuor. 2. Parameters based on the 2015 International Building Code (IBC) and referenced standards. APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined tubesufficient tosupport the proposed loads. Additionally, the existing structure has been determined to be sufficient to support the proposed appurtenance configuration. MBWDATIONS We have determined that no upgrades to the existing structure are required for the proposed T-Mobile installation asdescribed above inthe appurtenance configuration tables. 0 Appurtenance Anchorage: The proposed antennas shall mount to the existing 2" standard pipes within the existing screen wall. The proposed radio units shall attach to the existing Unistrut members within the existing screen wall. Attach the appurtenances to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. 4= 4ENGINIC-ERING 2504th Avenue South, Suite 200 Edmonds, mm98O0 ph.«lsJ78.Vsnn | tu75J7ussyo 3E04017U —19U7O63S Structural Analysis Report Page 3 July QL2O19 CONDITIONS OF ANALYSIS This structural analysis is based on the documentation that was available to us. OGEngineering did not perform an observation of this site to verify the accuracy of the provided structure and appurtenance data, and we 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 original structural design and all subsequent structural analyses were properly designed and permitted per the applicable building codes, and 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 tousby the Client for our analysis: 1. "Structuro/Cblculations—Sf0407D ,bvSide Sway Engineering, dated 05/15/15 z50mhAvenue South, Suite am Edmonds, ww98O0 | ph.4axJ7V,VuV0 1 t4zs,77&suso 7/3/2019 ATC Hazards by Location OTCHazards by Location Search Information Coordinates: 47.443047, -122.250467 Elevation: 25 ft Timestamp: 2019-07-03T17:33:54.215Z Hazard Type: Seismic Reference IBC-2015 Document: Risk Category: II Site Class: MCER Horizontal Response Spectrum .!:..g,.'::..::,..,sJ,:..),,.-...;...::::.,„..,...;,::::',„.. k.,:ip..•::',.., ,:.. ' .,:4 -.::„.e...e.h,.10,....i.,;',.,„..,,.... ....„.. .... ... ..... ,. ..... #,,,.:.::,..... . . ,. ... ... ,. ,„ Redmond.., .,..;,,I.....f..-.:. ,,,,,.,.....,..;,,,,2.6,;..4.16.1.i7-i:.;• 0.; :••••:'; .,' tiSti E-313 Shelton 0 GoogE Map dReport2Itilnibri,;errote Design Horizontal Response Spectrum Sa(g) Sa(g) 1.40 1.20 1.00 0.80 0.60 0.40 0.20 0.00 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) 0.80 0.60 0.40 0.20 0.00 Basic Parameters Name Value Description Ss 1.431 MCER ground motion (period=0.2s) 0.533 MCER ground motion (period=1.0s) SMS 1.431 Site -modified spectral acceleration value SM1 0.799 Site -modified spectral acceleration value Sos 0.954 Numeric seismic design value at 0.2s SA Sot 0.533 Numeric seismic design value at 1.0s SA •Additional Information Name Value Description SDC D Seismic design category Fa 1 Site amplification factor at 0.2s Fv 1.5 Site amplification factor at 1.0s CRs 0.949 Coefficient of risk (0.2s) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 Period (s) https://hazards.atcouncil.org/#/seismialat=47.443047&Ing=-122.250467&address= 1/2 7/3/2019 ATC Hazards by Location CR1 0.932 Coefficient of risk (1.0s) PGA 0.588 MCEG peak ground acceleration FPGA 1 Site amplification factor at PGA PGAM 0.588 Site modified peak ground acceleration TL 6 Long -period transition period (s) SsRT 1.431 Probabilistic risk -targeted ground motion (0.2s) SsUH 1.507 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 3.108 Factored deterministic acceleration value (0.2s) S1RT 0.533 Probabilistic risk -targeted ground motion (1.0s) S1 UH 0.572 Factored uniform -hazard spectral acceleration (2% probability of exceedance in 50 years) S1 D 0.993 Factored deterministic acceleration value (1.0s) PGAd 1.116 Factored deterministic acceleration value (PGA) The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Disclaimer Hazard loads are provided by the U.S. Geological Survey Seismic Design Web Services. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 5 https:l/hazards.atcouncil.org/#/seismic?Iat=47.443047&Ing=-122.250467&address= 2/2 DELORME Topo North AmericaTM 10 150 ft — 100 ft — 50 ft — Oft N47' 26.583'„' W 122';15.028' :37r1111a 1a •i 0 mi 2,640 ft 1 mi 1.50 mi Terr Dist: 4.0 mi Desc Elev: 184.3 ft Desc Dist: 4,931.9 ft Lin Dist: 4.0 mi Climb Elev: 180.0 ft Climb Dist: 1.8 mi Data use subject to license. © Delorme. Topo North America'" 10. www,delorme.com 2 mi 2.50 mi 3 mi 3.50 mi 4.01 mi Elev Gain: -4.2 ft Avg Grade: 1 Max. Elev: 185.7 ft Min. Elev: 16.1 ft TN ovol Scale 1 : 82,500 1"=5,208.3ft Data Zoom 11-6 0 z a a p ©.:.a, y (<_ Ma A \ / 1 AV momV AV% mHA e )!ooz II 1 1 I ■■ ■ « t ®§ 0 0 �# Cl0 0 E 0 —o 0 0 T. ( ) E g t 0 I !§ u 2§ o0 0 ( g ;- E ! tr.% . ) 0 E |E8 §§ 42 !� 0§ ? DELORME Topo North AmortcaTM 10 Atigetzetroi 12-ru sT, S=2.12T ST. :'S 28TH!STN. 144101 V. S. WI22°'i$.Q28! Lin Dist: 4.0 mi Terr Dist: 4.0 mi Climb Elev: 450.9 ft Desc Elev: 253.8 ft Max. Elev: 455.2 ft Min. Elev: 16.2 ft Climb Dist: 1.4 mi Desc Dist: 1.3 mi Data use subject to license. �1 DeLorme. Topo North American' 10. www.delorme.com TN ItMN MCrE) Scale 1 : 62,500 1" = 5,208.3 ft Data Zoom 11-6 0 0 0 z 0 0 r D AVE_ 0 F Seismic Force: Seismic Load Calculation for Components and System (Reference: IBC 2015 Section 1613 & ASCE 7-10 Section 13.3) 0.2s Spectral Response Acceleration, Site Class B, S, 1.0s Spectral Response Acceleration, Site Class B, Sl Site Class Seismic Design Category Site Coefficient per Ss & Site Class, F. Site Coefficient per S, & Site Class, Fp SMs = FsSs Smi = FVSS Sos = 2/3 Sms Sol=2/3SM1 (Per ASCE 7-10, 13.3) Component Amplification Factor, ap Component Response Modification Factor, Rp Component Importance Factor, ip Component Operating Weight, Wp Height in structure at lowest point of attachment of component, zl Height In structure at highest point of attachment of component, z2 Average Roof Height of Structure, h • 1.431 (ASCE 7, Figure 22-1 thru 22-6) 0.533 (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) 1.431 (ASCE 7, Section 11.4.3) = 0.800 (ASCE 7, Section 11.4.3) 0.954 (ASCE 7, Section 11.4.4) 0.533 (ASCE 7, Section 11.4.4) • 1.0 (ASCE 7, Table 13.6-1) 2.5 (ASCE 7, Table 13.6-1) 1.0 (ASCE 7, Table 1.5-2) Wp (lb) • 40 (ft) = 40 (ft) • 40 (ft) Seismic design force, Fp = 0.4apSosWp (1+2z/h) Rp/Ip Max. seismic design force, Fp,„,„ = 1.6S�IPWp Min. seismic design force, Fpp,i = 0.3SosIpWp Seismic design force at lowest point, Fp1 = Seismic design force at highest point, Fp, = Min. seismic design force, Fpmj„ = Max. seismic design force, Fp,,,„ = 0.458 Wp 0.458 Wp 0.286 Wp 1.526 Wp Seismic design force, Fp (ASO) = 0.327 W, (Eq. 13.3-1) (Eq. 13.3-2) (Eq. 13.3-3) Fp(AVG)= 0.458 C .� O ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description By NAL bete 7/3/2019 Checked Seismic Loads For Components & Systems bate Project Klein Seale N.T.S. lob No. 19070.635 Sheet No. 10 ANTENNA COMPARISON L,..sAittma=4sttuMi-t,kift-Y-t070:57- 44-014M---LIMI-sEZ-2441 Model Height (in) Width (in) Depth (in) Weight (LBS) Areal (ftA2) Area2 (fti,2) Antenna TM BXX-6516- 59 12 6.5 34.6 4.92 2.66 513NHH-11)65C 96.6 11.9 7.1 49.6 7.98 4.76 0.00 0.00 Frig 18.1 15,2 6.4 57.1 1.91 0.80 FRLB 15.75 15.75 5.2 59.52 1.72 0.57 Raycap COVP 20 16 8 25 2.22 1.11 Diplexers 7,6 7.3 2.8 7,9 0.39 0,15 Diplexers 7.6 7.3 2.8 7.9 0.39 0.15 Diplexers 7.6 7.3 2.8 7.9 0.39 0.15 Diplexers 7.6 7.3 2.8 7.9 0.39 0.15 TMA's 6.3 7.7 3.1 11 0.34 4/14 TMA's 6.3 7.7 3.1 11 0.34 0.14 FHFB 23 12.5 7.8 51 2.00 1.25 0.00 0.00 (3) Pipes 288 0.8 0,8 141 1.60 1,60 0.00 D.00 0.00 0.00 Total 471.42 24.57 13.62 Proposed Sector Model Height (in) Width (in) Depth (in) Weight (IBS) Areal (ftA2) Areal (ftn2) FFHH-65C-R3 95.9 25.2 9.3 127.6 16.78 6.19 AAFIA 71 26 8 242 12.82 3,94 0.00 0.00 AHLOA 22.1 12.2 75 83.9 1.87 1.15 Raycap COVP 20 16 8 25 2.22 1.11 TMA's 6.3 7.7 3.1 11 0.34 0.14 TMA's 6.3 7.7 3.1 11 0.34 0.14 0.00 0.00 (3) Pipes 288 0.8 0.8 141 1.60 1.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 641.50 35.97 14.27 0 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description By NAL Date 7/3/2019 Checked Antenna Comparison DirlC Scale Klein Job No. 19070.635 Sheet Na. Raof FTLA1Nlo NTS a , I� • • r %AA it t sue't • • ." , A j t t i ti timer' r,e. area .-.sta.' • • `Y ta Y 6 r Y: l' 'btl a•.b1,7y-Cr '• --,._ : •IMRNN • 44,, �.y _ ., ._ •J ,r.(ll:; t4 YI.V• '• I. rally• i. Prw. 4 Yj c } t 1 r, • 1 fA N ,1 .i � yY t_". a.V. • ..... _..... �x«l..Y......i�Mirr.._�.,_..�...,h._..7.._ • r. aian .I.ra•s 1 J11STS ri.ums a pi 4 �Cw-il ......... _ F i - Ji • M1 M f .. w,4:4<1MMRl�w�'.�IN'l.Y•YrM•, 4 tl i(: '' E,fS1f• .. ., r-LT 1_ :-„,,,. -1' yRC 1 7, F p MI kJ a .�.r. aim 1 PIPE Got. s: x16VY 4t8 PUPL1 ti► k coNcRE`fE WALL. Y: IZ . I 1 t • -I -I -I! r C Ty, g-bor FAA/,1 Ito 0.71-1,t1 T lo : • ! I i ; LT 11 1 I I ; ! 1 - -4- ;-- ;- 1 i PI ii5 C. 1 0,5 tosc I i I . I I I i t 1 1 4 i 1 I ,,v ...) 1 1 1 f3; ps1F i 6,'§rs !....Ti 6.e ieoo,til ,-, jiiii.4-4, 1-4 i 1..-rrli --, t-- - , . T- .' ; --I- --It- 4- -÷ ,- ; 1 -, i 1 i 1 i 1 i 1 1 I ! . i i ; 1 .1 i ; 1 1'sHP- cit!' 1) 4A D t , I 1 I _ 4 i I i i I F P I OS - ]. i-- r ; -f- i i 1 i 1 1 1 ---r- 1 , ...... 1 P‘8o 4r , i I 1 1 t , I I 1' 4 I eoxi-r/AN-y-1, ‘750 # ! , I 1 5 t t - .4 Wprob t: ; i 5 # I 1 1 , 1 ! t I 4 I i t i ! 1 , 1 , 2 S 5 0 0 !it i . r , . , 1 , 1 .1 , - —1 • - -I, -tl. 4;- - 1- i • ! i i ; 1 , . . 1 ! ! ! ! i- ! i ' • ;- -I - - - 1 i ! I 1 ! i ; ; ! i F11— 1i I 1 i I I 1 1 1 1 1 1 ; 1 ; i I 4 1 4 1 4:- 1 t f - ; t 1 • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Descrlp o By N A L Date /I (0.0.-AVITY RooF Checked Date Scale Project te-L-61 Job No. 19010.Vss Sheet No. 13 I, , I ' ......., i 1 . , . ; i ! 4 L. ; ! i ! (A) i s a'' ( , 81- i 2.51 p4,) i • • i 1 Cci4 ' Po:al-105 ' 1 1 r .4 2900:W1,14 loi-C# ; ; • , : : ; •.... • , . ; giAv)T. (2-p'-or ; . , ., , 1 . .:1'.:•31‘ 1 1 i 1:- A ,: z&..) it. c't i ( 4,530 , .. , , (;;I ' V 3 a P4., 33 , , : : : I . ; ; a -Xis?' 314 X 11;Oli'll c.c:i.a. 71, 4.0 ° °'-'• ;!-I-Ci i 1 • ; 't : --i : ; ! i ewtor... i , . ,,..: , i sHe.out : Cl/C14, 7)t .i,, ! 6,L.S ',141;t4 : t e, 817 0" (y2..+5 (A,-F \ ) 1(2-31i- " I!) * 2100# z 1 *718z. . . (),,i,-; 131-D. (11- + ;;C. /5,5 () (23:- 3 '1,) ' 4 g 8 g7 4 ; Pi : ; fz.H el, ei pi.. : (",, i(''s ' eg, (3x 1482.. #)/Z.;' i0,3-1, 45E, I PEo,irE c.-!.. ----e- j 1 _I( ; ,t + 113,9 it• F: t (1197.) V ,; 2 - 5 V., (1Y, 7 )! , , ! ,........... ,. , I ; • :16.8 (4._ 1fl 2.EXiCT cl!1( 2-.19 ed-9 LJUDOI-004.2C 86.05 (3(2.•(,c4e.c-r ; PIPE Cilect.t... :Pi PIG coc;;.;; (40A01,0to I (-1 1, • 1 te.. 3. ra_pPo Dw-N 91!.'2-• • . .. • . • • .. . . . I " P 16e" e.o i... t-oIkt:o p t,, ke. ; tc ',., 1::0 c.f4 ;St -.. 1 - , k ; HD yak- t2.; / e't3c... (lo 3. ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description g•Dop-- I , ! ! ! ! i 1 i ! BY 644 Checked Date Date Scale Project V.-LE )1\.) Job No. Sheet No. I %%'o od Wo r SOFTWARE FOR WOOD ks ® DESIGN COMPANY July 8. 291909:43 PROJECT puffin Design Check Calculation Sheet WoodWorks Steer 11.1 Loads: Load Type Distribution Pat- tern Location iftl Start End Magnitude Start End Unit wd we p Self -weight Dead snow Deed Dead lull Area lb11 Aree Point Full UDL 4.33 8.00I8.6(r) 25.00(8.00') 675 11.5 paf paf lba plf Maximum Reactions (Ibs), Bearing Capacities (Ibs) and Bearing Lengths (In) : 23.397' 216' Unfettered: Deed Snow Factored. 1434 2340 2339 2339 Total Bearing. 3775 7344 Capacity Beam Support Dee ratio Beam Support Load comb Length Min req'd Cb Cb min Cb support Fcp sup 37/5 4065 1.00 0.93 62 1.06 1.86 1.00 1.00 1.12 625 3 344 7602 02 0.93 0.93 p5 1.65 1.65 1.0000 1.00 1.12 625 purlin Glulam-Unbel.. West Species, 24F-V4 DF, 3-1/8"x16" 11 Iaminelions, 3.1I8- maximum width, Suppling All- Timber -soli Beam, D.FIr•L No,2 Total length: 23.4; Clear span: 23.104'; volume = 5.1 cu,a. Lateral support: lop= lull, bottom= at supports; Analysis vs. Allowable Stress and Deflection using NDS 2016: Criterion Analyst, Value Design Value Unit Analyele/Dasigqn Sheer Bending(+1 Live Def1'n Total Def1'n fv - 101 fb - 1807 0.68 - L/407 1.03 - L/271 Po' _ 305 Fb' = 2760 0.76 - L/360 1.16 = L/240 psi psi in in fv/Fv' - 0,33 fb/Fb' - 0.65 0.60 0.68 Additional Data: FACTORS: F/1(pa11C0 C74 Ct CL CV Cfu Cr Clot Irate, Cn•Cvr LC4 Fv' 265 1.15 1.00 1.00 - - - 1.00 1.00 1.00 2 15'+ 2400 1.15 1.00 1,00 1,000 1.000 1.00 1.00 1.00 1.00 - 2 Fop' 650 - 1.00 1.00 -- E' 1.6 million 1.00 1.00 - !Shiny' 0.es million 1.00 1.00 - - - 1.00 - - 2 CRITICAL LOAD COMBINATIONS: Shear r LC k2 - D+S, V max a 3754, V design - 3366 lbs Bendingl+): LC 92 - DOS, M = 20077 1bs-ft Deflection: LC 92 - 0+5 (live) LC 42 - 0+5 (total/ D-deed irllve 5=4now N-wind I'Lmpact Lr-roof live Lc -concentrated E-earthquake A11 LC's ere listed in the Analyeie output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: El - 1920e06 le-1n2 'Live" deflection = Deflection from all non -dead loads (live, wind, snow.) Total Deflection - 1.001Dead Load Deflection' + Live Load Deflection. Design Notes: 1. WoodWarks analysts and design are In accordance with the ICC International BuIIOMg Code (IBC 20151 the National Design Seed9Fw1on (NOS 2015), and NDS Design Supplement. 2. Please verily that the defeuh deflection limits ere appropriate for your appllca00n. 3. Willem design values ere for materials conforming to ANSI 117-2015 and manufactured In Mordancy, with ANSI A190.1-2012 4. OLULAM: bed = actual breadth it actual depth, 5. Olulem Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 0, GLULAM bearing length based on smeller of Fcp((enslon), Fcp(comp'n), 5 WoodVVorks® SOFTWARE FOR WOOD DESIGN COMPANY Jdya,2tl19ax43 PROJECT 52601.0 Design Check Calculation Sheet WadiWaM 5rM 11.1 Loads: lnsd type 01.trlbution Pat- tern Laaahlort fftl Start End Ab aftud4 Start Eno, Unit PL p2-1 p2-2 02-3 p2-4 42-5 53 pis p2-Is 4.2-2s p2-3a p2-44 p2-S5 pas Self -welsh* 064e1 Peed 0esd Lied Deed 0410 Dead Snap Snow $00w 0n*Y en.- Snow 0030 NO Palm Point Point Point Paint 404nt Point Point feint $0104 P4501 00101 Paint Faits 0425 VOL tia N0 No Na No No No Yes Yes Yes Yes Yes Yes Yes No 8,12 00,22 26.32 32,12 i0.12 40.12 51,12 8.00 16.00 24.00 32.00 40.00 40,00 51,00 4821 2212 2232 2232 2232 2232 3348 4450 4680 4450 4450 4650 4650 6975 53.8 Us 16$ Its Its Its Its lea 15s las its its its Its its p*f Maximum Reactions (Ibs) Bearing Capacities (Ibs) and Bearing Lengths (in) : 51.125 43 0;' unteetostes Pied Stow Taet0redl 1361 9439 14021 20E30 Total Eaar4n3r 16006 4115,9 Captc41Y Bean Support 0.5 ratio Bsan Support Load comb Ltneth Min aee'd CV Cb pin CV s610 Pop sun 12439 16806 0.9e 1.00 23 2.99 2.99'+ 1.00 3.00 4 L20 25 4 15 431695 0.96 1.000 R2 1,32 12" 1.00 t.00 1.Q0 4zs -' i hisarnum beng birch governedgned by the teestral width di oldie supped:p member, M4dn6an readl.l en d beast end support Is Irons Merest lord eantl linen ten the Mite one ler beeen0 design, Odom here. due to Y4S Odor. sea Mahste owes Me reaction frame/NW bad cenbsu5on. Sx26 GLB Glislam.Bai., Watt Species, 24F-Ya OF, D^x26" 225221 17Wrawibns,B-m mnbmv2ett Suppat*Al. Timbera*RBeam, DAM. Not Tda1 ktglie 51.lZ: Ckarapart 42571'.7,5351 Worn • 53.1 colt Leland toped bps NI, bettor el *9pyls: WARNING:1N, cusTcM S¢E h not b 5 doiltba6a. Refer 10 mew help, Analysis vs. Allowable Stress and Deflection sunsets 20161 0045.0ion Analysis Yalu. pe Son Value 0414 Analysis/0asl4n 55o44 P200402141 pending( -I 0af1 ty - 150 ib - 2178 no - 1382 Pv' - 305 Et' - 2269 0e' - 2487 pal psi pal €vtly' - 0.49 ib/Pb' - 0.04 fb/ab' - 0.58 2.1 n Interior Live Total .ant/1. 41v. Total 1.54 - L/334 2.46 - L/205 -0.74 - L/129 -1.08 - t/8e 2,15 - L/240 3.04 - L/170 0,80 - L/120 1.13 - t/95 50 in in 0./2 0.81 0.93 0,96 Additional Da a: FACTOa81 F/Lip 1)C0 2.31 Ct CL CV CS. Cr cfst Notes cn'Cur LCt Tv. 295 1.15 1.00 3.00 1.00 1.00 1,00 2 2190/0 2400 1.15 1.00 1.00 1,000 0.822 1.00 1,00 1.00 1.00 - 3 VW- 2400 1.15 1.00 1.00 0,014 0.894 2.00 1,00 1.00 1.00 - 4 Pop' 650 • 1.00 1.00 - - - - 1.00 - E' 1.0 million 1,00 1.00 - - - - 1.00 - - 3 Satiny' 0.05 million 1.90 1.09 - - - -1.00 - - J Cnly the 14042 of CL a00 CV IS 40 led, es per NW 5.3,6 004730AL LOAD COMa4NATIONS: sheer d LC 12 . Did, V nee • 23222, Y design s 23.300 iba esn61n3tait LC 43 - Via tpatt0rn: Sal. M • 184140 139-f: 8endingt^11 LC 44 - 941 ipattitnl 451, 2f . 117231 1ta-fat 0etleetion, 1/: 43 • 11196) LC e3 - lhotel/ Adea4 L-1144 S-anov ibvi, 0.1cplet Lr•ro0f live Lc-cancent[ated 5-4artnsuate All LC's ara 11et44 In ch. An+lysls output Load P+tte4nst s+S/2, 2.-Les or L+Lr4 -na pattern load in this span Nod corb1natlanst ASCL 2-10 / 18C 2015 GALCDIATIONS: 045144tlon: CI - 23222406 lb-in2 `Live deliecclen . reflection (roil all non -dead Sands 111ye, wand, +n av-1 Total Befiirtla0 • 1.0010441 1,2044 O4tiecti0n0 4 Live load Deft teston. .st.r.l 32491111st-1i Lu - 43,00' Le • 02.44' RP - 16.2, Lb Salad an full span Design Notes: t_ Woe4Wab whs}s end italgn ate In .twrdmm.0M Its ICC MCP/ 40M Belding Cede 05C2015). 2,6 NtgceW Oes4Sn SpeUAutbn (NOS 2015), end NOS De01pi auppWnent 2 Flee. t4 O60W T4deb1A de13t0m Fits era sp 2opltte foe war •pp0c+8an, 3. Gtddin destpl oneness ter matedah eanfonterc1sANSI 117.2015and n uldeet redhaeaadencenth AN51 Ai90.1.2012 4. Godes YM eque1 impend cepa8yln the Upend Paean edges doe beam uo•taedimsmx.«RIIRIEk4 to entimaw bona. 5. GtUTAM: b44 a seh0H breadth a acid depth. 6 G0A•m Sams shell 3e Madesuppetted weeding to the pm itbnbet NOS Ctn.3.3.3. 7.OIi232LCb••fiq Nn43, based. vol. 0/FL,50912 it. Frp(aaniPS. Ib 4 • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description 6(2-Ay/Ty - By N A L- Checked Date M O/ Date Scale Project (L V t.) Job No. 1D ,35 Sheet No. I7. werchlti,w Cr *OW, Mdeer. Phone I Far Rat ge: Profs Anchor 2.6,5 7/ORD19 spited comments: 1 Input data Anchor type end diameter. E6ecOm embedment depth: Metedel: Proof•. S6do6 kd71h6ac Andiorplae: Prole: One rut* Reinforcement &freeloads (al. C, O, f o f) Geometry 6M & Loading pb, D,m) Nee Heed ASTNI F 1654 GR. S5691 hoe 4.000 In ASnn F 15Se Desia m sod ACI21BOB l CP eb <SOCO ha (no sOi4411;1. 0.50O In 4 c 4 c l e 8.500In. c &S00 . e 0,500 in; IAeoanmended plele th chefs rot akahtd no page ceded caroeta, 2500, 4' • 2500 pat h • 6,000 !nix coo lln &, Ova. ard6m Et edge INdamement nem a<No, 4 Mr ro 2 0 4dhi M,WtnualenWa!YgwlM6ethicacorncoder*WO Pemauealei7aOerMe41419450wn neaeniimirar reWS 46dwn wooMus Crary: Addmsx Rom I Far. E-Ntek Profit Anchor 2.6,5 Pape: 2 Plaices Sub -Riled IPm. No: Doe: 1(Y1019 2 Proof I Utilization (Goveming Cases) Lading Tension Shear Sled Swop Design velum RN sob* Lod Cepadq p,1a[IQ Soto 5960 6610 •191 OK Laedma gM 6 S labetion ba lx1 Stsnr Combined yawn and Shea kegs 3 Warnings • Flame welder a0 deteIe and rthOM lsrgs Oven in to detailed marl Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any enda0mbmoriaaeddata cowered athe Se mDaumeddytiemeofIMtlpica rdaebasedontinpdndpkt,tombs ad scanty molations h eooldsna wlh Hlh s IerhnlW thaw n eat weal, matting end mum* insbutllam et, Oct mat to el* MOM calling Dinh rewrap Aglow, eatMellow m►apedlkraftsntobeGamboled plaloudnptoreinvent HO6pmdal. 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'T• • A*01+,11' 111111 • leTT norws.”...rve-r •••C•0,114, gaf Waage' Ynan' it. truce • ••••••, • Gal r • ftte " *11' 1.444.0 4 NTS . 4 . 111- 4:Sit 1{4.4111,1111. •.111. .•••• • +0,11•••••••••• CtrZiM1i, 84..C. to is Two -STD y et-61, cop.3cficra k.-411.1.s tit- SS/14'14 4 4.1-1 (-..wro- MAX 2 CA LoIr.> 71) 5NCAR 1-4.41 El- Is ASS-1),--if 4. /0 2., t?7 it1se6c7704). 5-i- ?'-bC LTIlAL‘54-4_ ocrurcTaeJ. • , I ; 1 -111)(1)410MEA141014A MAK(6616...211 IALP/lA SECRET AZIAIM) 141(FrOBLEANIENt.e. 1911}041065C n (E)T410HIE POWS 1 TECO ER1.11111f1 1100:11i010 (0 MEM WALL n -I A COVP MOUNT TOME CF (E) CANT 11)1.1111STRUTSUPPIEM BOILARM (NM IT I 11\101011el 1 . 1 • KLEINISPRINGBROOK/ROSE SE04017D 1224 AXX/VEN PARKE TUICINUOVA SIM . _ [Ell.) 1.5ff courAtto l A pi V/ WRAP Ken csatERouTED ME) KO:CET-ea TRAYS FOR AUlik SECTOR pp) im coo muss i Amgen aus ROUTED 1101E1 ROOF Vi/ 1E1CARLE MOS • '' ' • , - " ' „.. • , ri BUILDING PERMIT IWO . _ , — • I I 11,7'. •'"A:r•• . . III Ill(F1 ..:',0 I .;.1 ,111,41 I ., ,. . T41011..E Dr Fe ANTENNA SAM 10 11) FR1C 111 FRLO, (11 C01.9,1:1 Ding% (111013441111F117111OUNMOTOROPIPES $ $ I UMTRUT RUPPMTSBEN1111.111011413 . ' I : t I I , 1 I . , , I 0 )74 0 oNfcopA I PLATE U (71.71) L MAO Ma POIALLIJO A nom WM MIDI Mit PIM= rft B. J. THOMAS, P.E. 7607 80714 AVE NE MARYSVILLE, WA 98270 LI 2064514106 efr _ _ _ (4) ,-y! ORS CARUS 1 /E1, MIN Ri1TAIOMEE:41. FIA/M7,14A51110U0 I kk,\ T_ -1E) 11) leconmeasi g min: RGI+CAPHOlfil0 CARE ROMEO ON (El ROOF W/ (E)C.ABLE TRAYS Rtf1 CAPRA %MR (11 RP MERU, (11 OV, 2) MUMS, SSAUPP(IO) RFlTffS 1M11412D4TAEMD MTO lq NSA — — , .......110P $ f' 1 I TRAYS FOR BM SECTOR IOW, (1)C0t11,11) DRUMS, RAI 1116=:11 .1l I 1R1 MONT (701 . I I i A (E10E) ,1(1)1114114CUrtE1)19(E)PIFES I IMMO %PORTS MAC ANIBPLAS • (1)TMOBILEANTENNA maxasimai ETh€ORI2ThIJT/ \ • A 4204 r I (MTA MOTOR IV ADAM (E)46(R0A811.101A 1111= kVii rVii, 0 •N1TA I— CONOTIVLIMICI CWAVONIKtrfflri ..1.0kommitcam coed:mar ar 0.01100 MEC A PkWOXIIIII OM ': :r'ill 41417,c,"" .1 ri mar* un cA IS MATCOVII.t% t Y \17 (MAMIE 1141.11'd A S I 1 1E) IQ T463112 NOM 01141.0451 MAMA SECTOR 24' RUM) y , a EXISTING ENLARGED SITE PLAN \ iPINAC VC MP) cosmic ENUNGED SITE PUN _ 0 — 0 0 A II 1 .1 izo sae itr.I. 11117 SCALE: 1 V • 1' I1, T,'CEIE ANTENNA mNU6M643A TO DE AEPUCED WI I%4FF11MM ANTENNA ;WIPE ON P PVE TOAST A SECTOR PITACIAEANTENNAASeUANORC iOSE AERACED win IAAN ANIMA A MOVNFEDON(6) PIPE 14AsT VArNASECTOR: PABAIINI -1 rl IE)T4OBLEPON'ER MID) EWiMENT MOVNTEOTO(E) BUIDYIO N. rl 1E)(3) MP MOUNT TO ePVEOFCA61E WI�UNL"IAViBIPP0RT9 BOUANDSDYP) p T 11M0011e. `ROJCr 011011AU1fOM^- . KLEIN/SPRiNGBROOKIROSE SE04017D rumor* (4)15TWAIfCAELFeeIq(1!L'QIP.ONCM HMO CA&ERana ON IE) ROOFVPIQCADLE TAAYBfd1AVXA SECTEA <E31iA IbtY Cdaf GBIE9AlE,I11NYAiD ma ROVTEDON (E)Roof wi Rl 0BIETFUY9� •1+* ;. ,, '; ,y°• •�: ^, .�,, ',: , .a FtSACABA&T BUILDING PERMIT— tlM, „a, eMe ate„ awn — mn, _ wa — ,an — TOM — roM .. (AM =Mae-Nola—NATO—xne—MR—Anna—Mw4—xtt ew - ma — aM — aM — ma — ww ab. —mwe—Mae—MiwA—MaeA —Arno—Mae— TOM — e, — aae—wxna— ?'; —.+" A' �i''von y ', '. ULTMSREAFCOACAAT / tENYLiGNr I i� ��•+F' t.`" y1 , DP ONCARtiCT M �-� .■—. (E)pall re 1 Si ANTENNA MA iIII 1 11111111111111111 .■_1 If I 4 q1NMp, (q ( 1 ER O MOWED FOR LIE AFR5A S LGSM. OtADD I AMA,ZMOW AiA FOA MAX AOORd1AL 1 ABMAND Wlf0RS0 lES ABDitI OIIpox PAD CAGEDV�DDEAWILOIk4GPUTE I11(1)AwOA,() CrAW516AJMUNTEDpetD el � � \tV ' ,■_ , ■_. ,■-(REWDVEDIFRL4� AIM* ONNS!ILP IRMT 1Qp1FNF4(11FIe0,APLdERS1T AT j} t 7 �'"� NVACUMiT(TPP� .■�, fwA1l:31 31113 n®© • r117ARCD Y: BA J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 46270 20601.1106 _ _ _ _ _ .. m. ma m. anu 1.;OW 6 _ PM — _ _ _ *ICOYo» ow cos — Sou T (E)T1I09AE @SA64'ANIENNA=I=IOJO. IhS3"COAX / I �(/// 1(� { I p & �� /// p)p)AN40A,(RCOV►IOFI ANTENNA (RlkiD4EhiT -1EIVIISaCOAACABIEGAjE)p)eSD NIOMOAR WM CAeIEROITMOCN(EI ROOF WAR) CA8112TRAYSFORAN ONSECTOR IAOUTEDee+eo ON MN6IRMTSUPPOAI e,Itlnle,Dl PUD.IplDRI11RAdl /f Ii ME.," iiylgISNIGiCAP rR"fi DABiEKOEHNFgROaFwI�CAeLE 14 I _ £ I TRAYSPDRBETASECTOA 'A)ANLOA, It, caws TM M01AiTED3EVID `%. l 15NYUGNT(tYP) ' q I F 1 �� p ANTEtAV GNUA91NIfTUPPORT (I (1) R611,(1) pm A(gOGIEDERS) ttIT'MOBREANTflY111R18Ot4SIeAeN mDSRSPUf DWI�AFflDNACRe ANTENNAAMDDNIEDON(E,PIPEMABT (6ETASECQA:1E='WMUMI `;a�Io,, ' nn " + ny;MP� IEII¶TkOmLEMnL'PUISENro1107lt TO BE RENAOEDWIIrIMA ANONNop WIeAASECTORN7AaMURT AMwIfIEO piiEj PPEW3T\glr LAV \ I1\ /� a/,� ` \ J�' A ^ �� P i, (IIT-0DFSC ,.IT. Atik%fNIED�iIgPIFE MAST (BETA SECTORiEd'RIMURR RAl11NO RIFORMAYID�' (E)(1)TNOEE.EMITHO IINe7C4e16A7M' m SE RIPIICED W NI PRNN7G O A IDS ERIUCEO00NIMI443 mew IOANM SECTORt4fADMJ1)I 77 aaNmr+uau+aaA.mmMclar,NigiiYrbar Au4NdNw7NwNNaCkwaAWrtEdurc nwoA4MnawwaNs NAfALNPwNwPtO��aPiNwi pAgM tF OOalANA1lSp I,M'AYWRM,ANtU11aA MApaI W 44riUtkwwtNRIAAtEEtaNWU CIBRkwXilYTweAMI \� (E)T•MCBAEMSWANIFNNABNRCUD 4 ' " 4Ri6 PROPOSED ENLARGED SITE PLAN NYACUNTTFM) PROPOSE ROPOS D ENLARGED SITE PLAN RA4 fl1OHUAIRma A. i ,2 nTnsSCALE: r ,ro'M �iCP Cf EASTD10 MUDD IDD'AOL 7413111 RADCENTEA IV OR' 3.34 Ara, Iq M'AGI.MT 14DBKE AAO CENTEB'NB DD 1 EOSINS Ad BCALE NTS XVACL (E)CAGED lADOEP N7LOCIOYO RAI ATIOII IALPMASBCTCRB TOP OF earn NI MD pi T1IOBKERAD CUES 1BM fA 7SJ' AOL TOP OF EXISTING BUILOIND 761 A61v \labile' NLEIN/SPRINGBROOKfAOSE SE04017D 1:24 NiDOVA# PAM I 1711011114 NA M1IS BUILDING PERMIT B. J, THOMAS, P.E. 7607 B0TH AVE NE MARYSVILLE, WA 96270 206451.1106 D VIFTBVrairna I EXISTING SITE ELEVATION RI M TNA06RE A 11110171/4416A7M 6111 161101$10MCSAANIPPM AEPLACEO MIT) I11 IF1111630ASAN ENNA6(1)1AARAANFBINAI MOUMED WI NIN MIANTSNNASNAOUD 11lETASECTOR) Taa E1D41WGSM VOS /6W AGL NORE AA0 CMS SPNH' 75•4'AGL e TOP OF FJIRIWO WJIIOPG 3174AGL GROW LEVEL IEJ III T44OSILE E!T 1114320 516A2J 6 nl486'641615 1111FFW OCAIANISFN6mAUM M9�IgAnk1911101.D TOP OF E7091140SMOUOS 0'.PAGIW 1 T40611E PAD OAR 'PIN' A 0Sd'AGLV TOO OF EASING BMW 0 DD�'AGL 1dR'C0/2CAOLES ...NYWUOCAB1E9 ON (E} AOOP RF op CAKE TAAYS T%F091EWp00 FEMCEDOCY.PQLIND (E1 CAM L OMAWILOCKING PUTT c.),PROPOSED EAST ELEVATION 1 ! SC L: NFS obile' KLEIN/SPRINGBROOK/ROSE SEO4017D =D 1214 APDOY2R MN E 1UK211.4, WA Wiq BUILDING PERMIT I67K6MINIM B. J. THOMAS, P.E. 7807 8OTH AVE NE MARYSVILLE, WA 98270 20%851.1108 PROPOSED SITE ELEVATION "^DRAW010 NUM riooF DL ooN6 5/e uttymoob = 2Y roc_ inisut.411014 6{31/61c-0- Misc. PSF 2,o tF t, 0 P5F /, 0 PSF o p_sF of g ?F 8 PSF t botto/Portov sett- woyfr lifraWA/samtiv tuaor: S6NHH-10b5C (Pa- 5Go-biz.) F RA-8 Olpi,clas 0) MN rm Fxr /1 TS 3,1 cgs 190 Lts- LgS 1(9 (ZS 55 6NT6IklAlit AMA:0 ( I If r7t1i& 57 (as .20 LP CoVP 61-Vx V-VX 8(" RP 1165 L 5 PSF 606( 1)Aii. /MIA) tmr- t56AJAS 4,0 3OL5 g WoOP Sck06il; (15 LISS 222q LBS os 2.-qoouS to AccouArr rb& /4IS( ColitjeCTMS ) AANAWA NA/tape/0T LADO' rioNkt, Mit WI P-C11 SCIlf.:0 14/A14 prg5 vor Th biTlyurt- Lpms Fitom 7746 otvGni, Oort. rifrmAt F OIL 1164-41fN TH6 PoF FRAMCAPN- /.7J 514/C6 T16 012-1(042 19W(&) 0 -r1( sca,6-‘N (A) A S UN 4 1 L 1113 NOT6- --to LAR.mt. Lo Nort- 'Nutt IAA D GooutA) s oUtii s' tvi lc- V64-T101- WAD 1/11 ceitit & 13_y ()JAY sou&s (birreAvA paGiat46.0- IttAA,) wHicii orally 3-Y% • , pht_ IC-, 6C -) Dqc StitycNitt S iirouLD f),ONvirb AY ENGINEERING DesarfpUon Co Lk) 'ri By cip Date si Project No. 15052 401 Project klmio SPItio&emok mos& Checked Date Sheet No. i‘c lIP! m2 r71 -u161V ova (2PC 'f ►-t6 FitAtilttg, is iDGNP ..So only N6-cEsSito c i&ck lwb SJJuicivwfrit jt j i Pu2 S e, G C3' S w/ 27oo Pl l /' M(i1. ?a- Rio 6 .owes (BPSF DL t ZSpSF Sc.) t SIGrr p = Goo css ©c f- /000 U3$ w L. busTiNt, 3Y4 X I04 Abott rE) 79% c/ kGir1 (se6 wmoottald ourovr TIMPML4t END /tkRCflAV : (9,5/5FpLt ZSPSF`-.9(z03sDL +Z'c©©t(S puo (1 C/Ulm w/ swwfq ; /yOo cqs oc. ' vlco ( 5t. t 8(Z.0 iFS fuL 13 4.3' F 3 37;1i D(, f -16 co t$s (C f l BEAO - 4) ? 26, 5' I�25 USS DL + 143Oou s SL (jr.fut ?Js C-A o& bL°337C& S CPe g'oc) SL=76bouss CM' 1r] m t /,/ to k' (wx, (z2, k' .(7(4, 2 O k NA) A = 17-,69k A 'la,S9k ( AL clljnikAl 1 ; 4 Pp pc oF s uu-0 wok , C til4r1 NV- 53 (9670) 12-ti (,k( (-7(.°(,) = 279 I( NW R (97 R '0,911( tJL No011 ,.-- 00 US5 YBD0 (BS SL (000 LESS IX @ ,3`-{0 A 1724" 1000iUJt »OOVWL (400 U1 qk- Ori Ti-16 Cocs N:4914INs CASe tAii, &AST — w6S T • Bo0 kts DC 4- 'MOO l&S S C_ 5 ,,Dt.L.'s L ± loop tz_s 1,JL WL. 1141-'1;3,11k/ Alt— 12,36ki V 7 2:1,1cik I eV1 9 0,99 k XisTIAR, Gc13, 4(Xaturr6 @ C4Ptr4 (NrgAiOlL AuloA) (NW Icce- a- [mut faltcnot4 IIVOLEM IZ.1,b(361 1•134B' if WAY 0 • SAPk6 eicua-S fru_ ShA t S 6006RALS 1).C.St) ok 5r loc-oury op 13•6ie, (WM 1,11•71C, 7.,Sfr L. bR44/ A.Ocittompt IkveoloN, T. LG" 6./1 klPS L4X9X1 0:it" uyv 4.1/ N)543"0 ,9" 1,,A15 ENGINEERING NI- Po RA r 41T z kips >7 7,013 (ordpicaltyJ By Dole s a P(oI N 15osz,oi No. 7 AI 1 WoodWorks SOFnWARFFOR WOOD ( DESIGN COMIPANT Sideway Eu0lnsedne 020) 0704100 dte.2e....m PROJECT Pomona Penn Design Check Calculation Sheet Woo: Works War 102 Loads: Load Type Dlatrib.tlon Pat- tern Location ICC) Start End Magnitude Start Ind Vnit Roof DL Roof 3L Screen DL Scree WL Self -weight dad Snow Dead wind ad F011 Axes roll Area Point Point 00U DD1. 19.00 19.00 0.00 (6.001' 25.00 11.00)a 600 1000 12.2 pat pat lb. lbs plf *Triratwry Midi (fel Maximum Reactions (Ibs), Bearing Capacities (Ibs) end Bearing Lengths {in) : 22' S' f j -,. ( 0' 771I.11r16 Infactotd, Dead Snow Rind Factored, 991 2326 179 1376 2124 022 Total Bearing, 3319 3700 Capacity Beam Anal/Dee Beam Load comb Length Min treed Cb Cb min 5201 0.63 02 2.50 1.57 2.00 1.00 5201 0.10 02 2.50 1.75 1.00 1.00 Pullin Olulem-Unirorm, West spades, 5 (DF L1(, 3-1/4"x1e-1/4" 1016ml albna, 51I4' nu drmml 4001, &Ippdtc Aq. banger Total length: 23, 31"; LaGNl auppo,. bps 24 bo0ama .0'appal% tn"l WARMING: M b CUSTOM 612E 16 net in tha Mann. Baler to cane hstp. Analysts vs. Allowable Stress (psi) and Deflection (In) untie MS 2012: Criterion Maly.1. Value '0..i Value Analgqriarboa1e�nn Sheer Bending(4) Live Defl'n Total 0.f1'n iv . 93 fb . 1633 0.54 - L/511 0.93 . L/295 R ,�. 305 rb' - 2210 0.77 - 1/360 1.35 . L/2a0 folly' . 0.30 20/lb' • 0.7e 0.70 0.111 Additional Data: rAC70R3, r/6(p.11C0 Cal Ct CL CV Cfu Cr Cfrt Rotas Cn'cvr LC1 09' 265 1.15 1.00 1.00 1.00 1.00 1.00 2 M.* 2200 1.15 1.00 1.00 0.992 1.400 1.00 1.00 1.00 0.01 - 2 fop" 650 1.00 1.00 - - - - 1.00 - - - 1' 2.0 million 1.00 1.00 - - - - 1.00 - - 2 Malay' 1.06 .2510.n 1.00 1.00 - - 1.00 - - 2 Motu • 01u0m f.otor. from Table 5A-n footnotes, inotuntng effect of non -edge bonding, wanede.p axial members, and impact loads CRmCAL LOAD COMBINATIONS: Sheer r LC 02 - D0S, V - 3664, V design - 3270 Loa B.ndl.g(•). LC 02 - 0.5, M - 19470 lb.-ft Delleotlont LC 02 - DO (live) LC 02 • oft ltctall D'd.d L.11v., 0-snov 11-rind I•L,pact Lt•roOf live L..conetntrated 1•earthquake A11 LC.* ate noted 1n the Analysis merger Lod combinations. MCI 7-10 / 10C 2012 CALCULATIONS: Deflection, LI - 232e.06 lb-lnt "Live. deflection - Deflection from all non-de.d loads (live, wind, snort_) Total Deflection - 1.50(os.d Load Deflection/ • Llv. Load Deflection. Design Notes: 1. WoodWaka analysis and &elan an In accordance nth the ICC International Mikan Cod. (IBC 2012), ern Nacmr1 Orion apa4 00oa0on 0406 2012), and NOD Deafen suppla6mnt. 2. Rena malty tlal the dolma d dleelIon Inds an app0pl1a bryour appthaton, 5, Wigan design rites on for mandate cordoning to ANSI 117.2010 and nwnPoomnd I mosederaa Nth ANSI A190.1.2007 4. GLULAM: bed e actual Width x actual depth. 6. Ghdecn Mann Met be Ial raly supported aoormdag to the provisions of NDe Clause 5,3.5 Cat/LAM: beaM1,p length bated on smalls: of F on), 1W(c•1 p#). 1 WoodWorks0Mg SOFTWARE FOR WOOD DESIGN .A...."......A.... Edam e10N0r,Aa0Nt Al 0v00000 Destan Check Calculation Sheet 0/0104000011k a 102 t0Atte LoOd 2111" 010101bu4ten tat. tt,cn 01A9at100 tf11 +Ra701* 44 OtSt 1..dl 41d2 10441 1n.tt 10.40 t004' Leon Lo031 bM} 41610 L0Y411 1/n012 42011 44414 80141E 4r466 5411^,4lg13 11..4 0 0rtont 0,00 0041 13e44 goo/ taxi Sow *o00 040* 0042' 60tw 0020 1e,070 00a4 0440 544 }oxnt M 0*o22( /4,1222, Mlnt tot2t tolnt P01nc Mint Mint hint roxnt Poirot 110402 14,141 Mint Sall VOL NNoe 00 N0 lb Se No N0 Ne 02 No NO No MO No No 11L i,84 10.00 24.00 32.00 40.00 43.00 1.00 14.00 24.00 12.00 40.00 40.00 61.40 61.10 3.10 12.60 i+O6 1125 1020 1/26 1021 1126 4400 4400 /200 4100 It00 4400 3176 1000 000 000 52.2 ,.Alt Yba 10. lb* lbt 100 1i0, 104 lb* 14. 10. 1bt 1W 14 104 100 lts Max inwlm Reactlona Qbs} Bearing Capacities (tbs) a1Ni Roaring RenQthe itn) • { arc 'JP 0' 42 itgr 5121/4' 2000210[ads 0244 040 fattbt00t 70t11 i41t0tgt C1Ds21070 1•r+. 411/prr 0a.0 10s0 cart t0.gtb N1. 0.q•4 CO W >dfi 1043 /4W1 1111,4 zxrsl 14410 40111 1i269 0.20 It 42 .51 2 .41 2.40 2.00 64H} b.rt 02 0.00 T=0t 1.00 1.00 Beam YYittl SCtean tat. OtNiamnnnalm, most scoot* A (Of i ih rate mutat trroar+awroutasaNa re 7g4t i1.110004 11`fn t4M.N RSpab itp.la Minn+• wpsat.; IH WAR/RiD:1104CUiYOM SREYmtb1M4NWrb.NNwb0MFN0a1f. Metysht Ye Ntowahis stress (psli alit Datlectio (tn1tanyst airev N*a1}r1. thlva fN'8r` Irk.Irk.0*;1 .*Sr20 {g.07 tbs10rtlrr 4*04207t11 /e0A1001-1 143 0e • 1122 MI - 1113 tb• • 1144 122' - 2007 04/1b' - 0.01 262/1b' - 0.76 N. Ott*. 10C.cte2 L10. Tout C40311. 1,47. 7otol 1.04 - 1./043 1.. - 1.1260 -0.21 • 1.3442 -0y46 • 1,t104 1.42 - L/140 2.13 - Lr240 0.57 - 1/100 0.10 - L/120 0.63 0.42 0.45 0,41 Addltlonsi Data: *0020R1t Przip4z2C0 CM 01 CL CV Ctv Cr C241 Not40 C5311,2 1C0 h" 241 I.xs x.aa 1.00 1.00 L.00 1.01 W. 2200 1.15 1.00 1.10 4.0 . 0.430 1.00 1.00 1.00 0.00 - 3 21/1- 2200 0.14 1,00 1.00 0.242 0.002 1,00 1.04 2.00 0.41 - 2 fop' 010- 2' 2.0 Wlitan 2.00 1.00 - - - - 1.00 - 2 Limy" I.M. 0111104 1.00 1.00 4.00 - - 2 Celli elm lass.[ 4.t CI. a04 CV 10 *201143, la 0.2 N06 0.3.4 Notes - 04104 fo-Aei. tc.. TYd. 65-0 fv,t,aivr, 15515.2e0 2f£r2t at 4,44-a40. b 4187. Y1g1, derg bolt [tars, st. iwpset 10.00 G(0110AL 10A0 tX4N3n0110Nt smear 2 LC 02 • MI, V - 1H10, V a81a0 - 21703 134, 1e001241412 LC 02 - 1314, M - 163112 lbs-tt 04411010-1. LC 02 - /40, M - 111351 1b0-15 51144410*, LC 02 ,. 0'0 1114.1 2C It - 014 tt00011 0d404 1,13v0 0.000*/ 10.401 1v100001 1s•tuot 10r4 1.4444.54.4m443441 W4i1Og01l• MI 1424 030 11000 14 t0. MOW* cot0.t 10.4 laltlaN.. /We 1-10 / We 2012 cAL0 Am*0 04e1420404t 21 • 20104404 ib-lnl •L4v4• 41211044/t2 - 04114..1e0 ll4A *It nenW.a 1e.4a 001va, 01nd, 4404-1 20t41 0.14,521. - 1.60(0.04 Lewd 042104410e1 / Lb. Load 54114411t0, Dsalgn H(tu: 1.W4edWabOW/4M204100MpfiOaxMRw04MrICCY6n•0bn4liRatOLb600C SI 666ebmnIN0117112}i.Rtl M0.}000,0 B,11w0/01. AS*MN010040 2.0400040100M0014010101000521W4M 0MO spOlt*a 1.0144,1 M/, blown t0/044004400,201oM00*AMl1111220100.d oww40500d In 0a:adNOa.AN AN01 A110.1.2001 ♦ 00da00F00012000V i100taiw46dk.0UYMd6Nb4eng0wg0020n •reco RnNNNdirsore0aM6wna. C. OUN.02401.0060110 0Aaibpt 0.01AteSeastbi 50Y1NI10gfNU000oNara4lMpw/aa.0# 10t CY001 i,3 7 O...0e4/1nObllw4wsehtetftYi•0•1+0. 00220. Al 'eev )04, 1 I i . 4 !I 4 I-- ri , 'IP ) t 1 L. . ,. -....... 4 , ..— I 4.... • . • 4t • 4 ......_ ..f..k *4 • :: kl 1; • i I , — , ,...1... . , 1 111 .... 14, ) 1 $ • 4, : I-A....a... ,4, t .1. ..: . .. I t -..„ r.... `-t? g` ; .44 ..... .."•,,. t .. ..Iv! , .... . z 1 ' "I . . i .14,14 A , ',/..tX 44474 . -,-, , •F ,, — - - ....• ' ....., 1 "''' i — . t. (tat - ..11.. (ire-- .• . err• At XS :441 .,. ,, ti44 •-•-' i • - . At:3r— 4.1 fi.;:... i• , ` .. . 1 4, t.4* • i . A AV ..f. .A ,• 7., .• . = .A,A X po. ?,,.,:, •-, ,.., ."2.1 .It' 4 4 t, •--rto . „, $ - - 'ci t. 4 •P . !. t P I i it 4 •J t. HI Ali II ...._.,::Z i• it 1 :".11 :—.•f I V . ! . 1) • .,, ',? 4. i I • r 11 11 ,1:1 ti ... . I. ., 1 .s • Jr rV A , . I + ' 7. - . ' • , i'''''' 1 I E WAY ENG INEERING ossatpuon Original Building Drawing SE04017D Kleln Springbrook Rose Date 5/15/15 15052.01 Sheet No. 11 Ato ��0����0 �|�'n/���'M��[O�� — Project Description ---'--'— ' —. ' .— '' '�—/ --- '�r— SITE INFORMATION: Site|D: Location: Parcel: Applicant: Project value: SE04017OWein/8n,ngbrook l324Andover Parkway E 352]Q49O71 l-Mobile $20,000.00 SCOPE OFWORK: REVIEWED FORC��������A���� -__ COMPLIANCEAPPROVED AUG���� *��� �^»uwn� City of Tukwila BUILDING DIVISION � '__._,~ T-Mobi|eisproposing to upgrade an existing wireless facility that islocated onthe rooftop ofa commercial building, enclosed within shrouds. The scope of work proposed for the aerial portion of the facility isosfollows: • Replace existing antennas within the existing shrouds (no exterior change); • Remove the existing RRU's and replace them with new models (within shrouds) On the ground level, T-Mobile's upgrades will be confined to the inside of their fenced equipment area which will not create a visual change or expansion of the ground space beyond the existing footprint. The work will include replacing a cabinet and adding new radios; the height of the replacement cabinet will not betaller than the fence. APPUCABLEOODE—E%EMPTFROMLANDUSEREVBN: This project is exempt from land use review under TMC 18.58.030.1.c: Changing oradding additional antennas within opreviously permitted concealedbuilding-mounted installation is exempt provided there is no visible change from the outside. All work will take place within fully screened rooftop shrouds and there will be no visible exterior changes. APPLICATION MATERIALS: Four WAsets ofplans Four (4)sets ofstructural calculations [onnnne,cia| building permit application 7-k4obi|echeck #37O4493inthe amount of$319.74(based on$2Okvaluation) PROJECT CONTACT: Becky Todd, W4D7oobehalf of7-K8obi|e 206-310-1793 btodd@nmd7.cono RECEIVED CITY OF TUKWILA _�JUL~ , � Y ��oa ��Y� "t> 0;�tAo;;� leis, 9725 Third Avenue NE, 5oito41O, Seattle, VVA98115 City of Tukwila Allan Ekberg, Mayor Department of Community Development 12/3/2019 BECKY TODD 9725 3RD AVE NE, SUITE 410 SEAll LE, WA 98115 RE: Permit Application No. D19-0242 T-MOBILE 1224 ANDOVER PARK E Dear BECKY TODD, Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 7/31/2019, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of APPROVED and is due to expire on 1/31/2020. If you still plan to pursue your project, you are hereby advised to do one of the following: l) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) lithe plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: DI9-0242 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Department of Community Development August 07, 2019 BECKY TODD 9725 3RD AVE NE, SUITE 410 SEATTLE, WA 98115 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D19-0242 T-MOBILE - 1224 ANDOVER PARK E Dear BECKY TODD, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each depai tinent must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: Kyle Cotchett at (206)-433-7166 if you have questions regarding these comments. • Applicant must apply for a Wireless Telecommunication Facilities permit. The land use permit must be completed prior to construction permit. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. Sincerely, K'andace Nichols Permit Technician File No, D19-0242 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 md7 SE04017D .'M^ �|�^�/�.� �6�O��_� ^���0��� '.�t-(�n . SITE INFORMATION: Site ID: Location: Parcel: Applicant: Project value: SE040I7DKlein/Smhngbrqok 1224Andover Parkway E ]S23O4SO71 T-Mobile $20,000.00 SCOPE [>FWORK: T'K4obi|eisproposing toupgradeonexis1ngmirelessfac|hvtha1b|ocatedontherooftopofa commercial building, enclosed within shrouds. The scope Ofwork proposed for the aerial portion ofthe facility is as follows: * Replace existing antennas within the existing shrouds (no exterior change� • Remove the existing RRU's and replace them with new models (within shrouds) On the ground level, TM{bile'supgrades will be confined tothe inside of their fenced equipment area which will not create avisual change orexpansion ofthe ground space beyond the existing footprint. The work will include replacing acabinet and adding new radios; the height ofthemep|acennentcabinet will not betaller than the fence. APPLICABLE CODE — EXEMPT FROM LAND USE REVIEW: This project is exempt from land use review under TIVIC 18.58.030.1.c: Changing mradding additional antennas within opreviously permitted concealedbuilding-mounted installation i5exempt provided there is novisible change from the outside, All work will take place within fully screened rooftop shrouds and there will be no visible exterior changes. APPLICATION MATERIALS: Four knsets ofplans Four (4)sets ofstructural calculations Commercial building permit application T'Mobi|echeck #37O4493inthe amount of$319.74(based on$20kvaluation) PROJECT CONTACT: Becky Todd, KAD7mnbehalf ofT'K4obi|e 206-310-1793 RECEIVED CITY OF TUKVVIyA JUL� ~ , ���� � � ��paPERMIT CENTER 9725 Third Avenue NE, Suite 41.0, Seattle, WA 98115 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0242 PROJECT NAME: T-MOBILE SITE ADDRESS: 1224 ANDOVER PARK E X Original Plan Submittal Response to Correction Letter # DATE: 07/31/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: C 11 Building Division CWjori/I 1 PRELIMINARY REVIEW: Id/A— I I Fire Prevention Structural n tanning Divis on Permit Coordinator IR Not Applicable (no approval/review required) DATE: 08/01/19 Structural Review Required REVIEWER'S INITIALS: DATE: C APPROVALS OR CORRECTIONS: Approved Corrections Required E DUE DATE 08/29/19 Approved with Conditions 1-1 Denied E (corrections entered in Reviews) (ie: Zoning Issues) Notation: I (42-4e SS 4-UR- Co wkirt)-(t; a-4,wn 14'e) pori,14,'S Yet,u; rex) . REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ID P1ngJ PW EJ Staff Initials 12/18/2013 SAC WIRELESS LLC Cal Labor & Indust! ies (https://Ini wa.g,V) Page 1 of 2 Contractors SAC WIRELESS LLC Owner or tradesperson Principals SANZO, JOSEPH (JOSE) PASQUALE, MANAGER KOZIEL, BILL R, MANAGER Doing business as SAC WIRELESS LLC WA UBI No. 603 391 663 540 MADISON STREET 9TH FLOOR CHICAGO, IL 60661 847-944-1600 Business type Limited Liability Company Governing persons LLC NOKIA SOLUTIONS & NE HALL CAPITAL PARTNERS; BILL KOZIEL; 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-- 07/02/2021 Bond Washington International Ins Co Bond account no. 9170096 Received by L&I 04/21/2015 Insurance XL INSURANCE AMERICA INC Policy no. us000754031I19a Received by L&I 04/30/2019 Insurance history No savings accounts during the previous 6 year period. Lawsuits against the bond or savings $12,000.00 Effective date 04/17/2015 Expiration date Until Canceled $1,000,000.00 Effective date 05101/2019 Expiration date 05/01/2020 No lawsuits against the bond or savings accounts during the previous 6 year period, L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. https://secure.lni.wa.gov/verify/Detail.aspx?UBI-603391663&LIC=SACWIWL852J2&SAW= 12/11/2019