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Home My WebLink AboutPermit D19-0273 - T-MOBILE - MODIFICATION OF WIRELESS COMMUNICATION FACILITYT-MOBILE 12201 TUKWILA INTL BLVD BLDG B D19-0273 Parcel No: City of Took"°"^U �� Department -° Community Development 6300 Southcente,Boulevard, Suite #1QB Tukwila, Washington 9810@ Phone: 206-431,3670 Inspection Request Line: 206'438+93SO Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 09I30491I0 Permit Number: O19'0273 Issue Date: 5/21/2020 Permit Expires On: 11/17/2020 Project Name: T-MOBILE Owner: Name: INTERNATIONAL GATEWAY WEST Address: 122O1TUKVVLAINTERNATIONAL BL, Contact Person; Address: Contractor: Name: Address: License No: Name: ]OHNEDEK 104Z720STHDRSE, SNOHOK4BH' WA, 98290 SAC WIRE LESS LLC 54WMADBONST16thFLOOR, T'MO0LE lZZOlTUKVVLAINTERNATIONAL Expiration Date: 7/2/2021 DESCRIPTION QfWORK: MODIFICATION OFEXISTING WIRELESS [OMN1|N/CATONFACILITY. ONTHE ROOFTOP, REPLACE (3)ANTENNAS, REPLACE (3)REMOTE RADIO UNITS, REMOVE (Z)OFTHE (3)EXISTING E8UPx4ENTCABINETS AND REPLACE WITH (1) FOR A NEW (REDUCED) TOTAL OF (2), ADD/RE MOVE/RE PLACE RADIOS INSIDE THE EQUIPMENT CABINETS. Project Va|uudon: $20,000.00 Type ofFire Protection: Sprinklers: NO Fire Alarm: NO Type ofConstruction: ||B Electrical Service Provided by: TUKWILA Fees Collected: $877.50 Occupancy per IBC: U Water District: ZO Sewer District: VALLEY VIEW Current Codes adopted 6ythe City ofTukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: National Electrical Code: VVACities Electrical Code: VVA[Z9646B: VVAState Energy Code: 2017 2017 2017 2015 Public Works Activities: [hanneUzahon/Sthping- [upb[ut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: Hau|in8/OvenizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: /hearbycertify that | have read and examined this permit and know the same to be true and correct. All provisions of law and oidinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate o,cancel the provisions ofany other state urlocal laws regulating construction orthe performance cfwork. /amauthorized tmsign and obtain this development permit and agree tothe conditions attached tothis permit. Signature: C\m\ Print Name: �_/ Date:�^ � ' This permit shall become null and void ifthe work isnot commenced within 18Odays for the date ofissuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT COND[OONS**^ Z: 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. l 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. S: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. G: 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 mgranting ofapermit shall not be construed to beapermit for, oran approval of, any violation ofany ofthe provisions cf the building code cvofany other ordinances ofthe City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid. The issuance ofapermit 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. /7) Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE INFORMATION King Co Assessor's Tax No.: 092304-9120 Site Address: 12201 Tukwila International Blvd Suite Number: Floor: Rooftop Tenant Name: T-Mobile PROPERTY OWNER Name: International Gateway West LLC, C/o Sabey Corp Address: 12201 Tukwila International Blvd, Fourth Floor City: Tukwila State: WA Zip: 98290 CONTACT PERSON — person receiving all project communication Name: John Eder, Lynx Consulting Inc., for T-Mobile Address: 10427 205th Dr. SE City: Snohomish State: WA Zip: 98290 Phone: 253-278-2902 Email: john@j4sitesolutions.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Jay Seo, New Wave Architecture Address: 1133 164th St. SW, STE 202 City: Lynnwood State: WA Zip: 98087 Phone: 425-778-3800 Email: jay@newwavearch.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: New Tenant: EJ. Yes [E..No ARCHITECT OF RECORD Company Name: New Wave Architecture Address: 1133 164th St. SW, STE 202 City: Lynnwood State: WA Zip: 98087 Phone: 425-778-3800 Email: jay@newwavearch.com 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: MikeM@cgengineering.com LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: N/A - project is self -funded by T-Mobile Address: City: State: Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: N/A Address: City: State: Zip: Phone: WAPerrnit Center (RachelleMpplications \WorchConstruction Permit Application Revised 6-2019.docx Revised: June 2019 Page 1 of 3 BUILDING DIVISION LNFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ 10,909,300 per Assessor Describe the scope of work (please provide detailed information): Modification to existina Wireless Communication Facility. On the rooftop, replace (3) antennas, replace (3) remote radio units, remove (2) of the (3) existing equipment cabinets and replace with (1) for a new (reduced) total of (2), add/remove/replace radios inside the equipment cabinets. Will there be new rack storage? LJ.. Y Eg.. No If yes, a separate permit and plan submittal will be required. Provide AU Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC PtFloor 2'1 Floor 3rd Floor Floors rooftorihru N/A N/A None N/A II-B U - Utility Basement Accessory Structure* Garage 0 Attached E] Detached Carport 0 Attached CI 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: N/A - Eligible Facilities Request Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: gg No If "yes", explain: Will there be a change in use? 0 Yes Handicap: FIRE PROTECTION/HAZARDOUS MATERIALS — 206-575-4407 0 ..... „ Sprinklers 0 Automatic Fire Alarm gj . . . . . . None .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 0 ...Permanent Water Meter Size (1) . " WO # (2) " WO # (3) - WO # 0 ...Temporary Water Meter Size (1). " WO # (2) " WO # (3) " WO # 0 ...Water Only Meter Size " WO # 0 Deduct Water Meter Size ,, El ...Sewer Main Extension Public 0 Private 0 0 ...Water Main Extension Public 0 Private WAPennit Center (Ractielle) \ AppliestionsMord \ Construction Permit Application Revised 6-2019,docit 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). 1 HEREBY CERTIFY THAT 1 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 0 • ' AUTHORIZED AGENT: Signature. e'�� r Da4e:a/,')//77 o(r, Lynx Consulting Inc, as Authorized Representative Print Name: of -Mobile (ownership interest via valid lease agreement) Day Telephone: 253-278-2902 Mailing Address: 10427 205th Dr. SE Snohomish City WA 98290 State Zip W:\Permit Center (Rachclle)\Applications \ Word \Construction Permit Application Revised 6-2019.docx Revised: June 2019 Page 3 of 3 DESCRIPTIONS Pe'rrnitTRAK Cash Register Receipt City of Tukwila ACCOUNT QUANTITY PAID .$557.767, D19-0273 . Addres:42201',TUKWILAVINTL BLVD'BLDG B 1--Apn: 0923049120 $557.76 Credit Card Fee $16.25 Credit Card Fee R000.369.908.00.00 0.00 $16.25 DEVELOPMENT $516.91 PERMIT FEE R000.322.100.00.00 0.00 $491.91 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R20796 R000.322.900.04.00 0.00 $24.60 $557.76 Date Paid: Wednesday, May 20, 2020 Paid By: LINX CONSULTING INC Pay Method: CREDIT CARD 00120G Printed: Wednesday, May 20, 2020 2:16 PM 1 of 1 CRW YS TEM S 5/20/202V CO ToxwzLA ETxxxzT 6200 5OVT*C[NTEx 8LVo TUwwzLx, wx 90188 206'433'1870 CITY OF 0KWIL8 0017340000802374464500 Date: 05/20/2020 02:16:20 Pm VISA CARD NUMBER: CREDIT CARD SALE TOTAL AMOUNT: $557.76 APPROVAL [D: 00120G RECORD #: 000 CLERK ID: slisa x I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy 1/z Cash Register Receip City of Tukwila DESCRIPTIONS ACCOUNT I QUANTITY PAID PermitTRAK 319.74 D19-0273 Address: 12201 TUKWILA INTL BLVD BLDG B Apn: 0923049120 319.74 DEVELOPMENT PLAN CHECK FEE 319.74 R000,345.830.00.00 0.00 $319.74 TOTAL FEES PAID BY RECEIPT: R18 8 $319.74 Date Paid: Wednesday, August 21, 2019 Paid By: J4 SITE SOLUTIONS Pay Method: CHECK 3082 Printed: Wednesday, August 21, 2019 12:41 PM 1 of 1 Y TEMS 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 Inspection: Address: 'Date Caked: Special Instructions: �,Date ted: a.m. lin , Requester: Phone No:PAW- 3 &0 -5- Approved per applicable codes. Corrections required prior to approval. COMMENTS: ePRa- i301 Ft1ll1-t- Inspector: `Date: REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100, Call to schedule reinspection. REVISIONS No r; stun of made to lne scone 37 WCiN WIIIlOU1 D'G a3o1OV3101Ide Tukwila Building Division_ NOTE: Revisions wlli require a new olan submittal and may Include additional plan review SITE NUMBER: �o� 4ciw70An11� SE03545A PrAtiNa Plan review approva is subject to errors ana omissions. Approval of construction documents Coes not authonze the violation of any looped code or ordinance. Receipt of aooroveo Feld Copy and conditions Is acKnowiagec: By. Cal#.'1`1 Del : ;-�I a0 City Or TuKWlia BUILDING DIVISION PACIFIC HYY&118THIINTEFGATE SITE LOCATION: 12201 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98168 RFDS VERSION: SE03545A L600 4+1 2019.06.25 LOCATION MAP 21,14 178MSI IH f �t E i1, d ca 8 014th 717694 E rB� T DRIVING DIRECTIONS OAEC110N8 To BITE 1R011 T;IOBLE OPFIOEI + GET ON 1405 S FROM NORTH CREEK PKWY AND NE 195TH ST + FOLLOW1405S,WA-520WAND1.5STOS BOEING ACCESS RD IN TUK4AIA TAKE EXIT 12 FROM.5 S MERGE ONTO S BOEING ACCESS RD CONTINUE STRAIGHT ONTO PACIFIC HWY SINKMAIA INTERNATIONAL BLVD + CONTNLETOFOLLOW TUKWTLA INTERNATIONAL Blur AFTER I.I MI, TURN RIGHT 2 DESTINATION MALL BE ON THE RIGHT SEPARATE PERMIT R UIREO FOR: Mootiod Eleaiflo Plumbing Gab Piping CilyofTlla BUILDING DIVISION DOCUMENT REVIEW SIGN OFF SIGNATURE DATE SIGNATURE DATE PROJECT MANAGER SITE ACQUISITION DEVELOPMENT MGR. RFENGINEER ZONING OPERATIONS MGR. CONSTRUCTION MGR. CONSTRUCTION MGR. COMPLIANCE COORD. REGULATORY PROJECT MANAGER PROJECT INFORMATION / CONTACT APPLICANT pow 0*IER T•MOBILE USA INC. INTERNATIONAL GATEWAY WEST, LLC SO7 NORTH CREEK PKWY N CIO SABET CORP., FOUTH FLOOR BOTHELL, WA 98011 12201 TUBA A INTERNATIONAL BLVD. TUKWLA,WA98168 PROJECT MANAGER LYNX CONSULTING INC. CONTACT:OLMAWRIGHT OFFICE:4258771E71 ell MOBILE:252453-9707 wrtigh140ansullhg.org PROJECT ARGPIECT NEW WAVE ARCHITECTURE INC. 1133164TH ST, SW, SUITE 202 LYNNWOOD, WA 98087 CONTACT: JAYSE0 OFFICE: 4257731800 SN .2+IIF134,/V2111.2A LYNX CONSULTING INC BTRUCTISAL CONTACT: JOHN EDER PRONE: 25327B2902 jahn§Nsiteso.NDns.mm CODE IHIFORWLTIOR CG ENGINEERING 2504TH AVE S STE 203 EDMONDS, WA 98020 CONTACT: MIKE MAECHLER PHONE:425-7708500 EON* BIAOE40 CODE OCCUPANCY, CONSTRUCTION TYPE I.B SITE LOCATIOR CITY OF TUKWIA Chi 201510C, STANDARDS AND AMENDMENTS PARCEL 10.0®EB' 0923049120 LATI1LME (ALPHA SECTOR. 47' 2035.8• N (47A93278') LONLERAE ALPNM SECTOR. 122' IT37.5W 022.2937501 LAME (BETA SECTOR. 47' 29 34.5 N )47A929171 L0N T80E ETA SECTOR. 122' IT36.6'W(•I22.2935001 LATITUDE ISMS SECTORR, 47' 29 35%N 07.4931111 LONdDIAE IO0MA SECTOR. 122' IT 37.6'W0221937781 DEJI . EEORLNTgr4 1. PARKING REOUIRFMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PNO+ECT DEoCPJPIIOR + REMOVE(3) ANTENNAS + REMOVE (3(FRLBRANTENNALEVEL REMOVE (I(FCOA E (I(ULTRASITE CABINET + REMOVE (2) FSMF (INSIDE EO CA8NETI ADD (31 DUO ANTENNAS + ADD (31AHL0Ay ANTENNA LEVEL + ADD (1)HPL3CABINET + ADD MANIA (INSIDE EQ, CABINET) + KEEP (I)FSME,(QESNS,(3)FRIA, MD(1) FXFB(INSIDE NEWHPL3 CABINET) + KEEP (31FHEBrH ANTENNA LEVEL REPLACE (3) EXISTING ANTENNA PIPES WIN 13) NEW2.11' STANDARD PIPES DRAWING INDEX BHT, NO, T•1 SP•I TITLE SHEET GENERAL NOTES DE RtvIEVVEDFO ODE COMPLIAI� APPROVED LI 0 zo U�YNN WAVE ri col oat 1133 184119 STREET SW SURE 202 LYI0000, WA 98087 7FR428 2425) 778-380 3919NEN'WAVFAACH.CDM SP.2 GENERAL NOTES AI A2 A2.1 A3 A4 OVERALL SITE PLAN ENLARGED SITE PLAN ANTENNA PLAN ELEVATION DETALS RFd RE DESIGN City of Tula BUILDING DM SL8MTTAL9 N7 DUE 06093881 DN E•1 GROUNDING PLAN, NOTES AND DETAILS 84519 FIN8LPEAMIT 7.18.19 PAEL&NNARYPE9MIi RECEIVED CITY OF Tl(K4v➢J1 717019 PEHMI I CtN I tH LEGAL DESCRIPTION 4/4 1'13 CONFIDENTIAL AND PROPRIETARY Nol for dlsdosure outside T•Mobile USA, Inc wikul permiss on. SITE SE03545A PACIFIC HWY & 116THIINTERGATE (L600) 12201 TUKA4IA INTERNATIONAL BLVD, TUKWXLA WA 96168 SHEET TITLE TITLE SHEET SHEET OBER T-1 CONTRACTOR NOTES: THE ARCHITECTSENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAYNNGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS A ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS THE BIDDER SHALL BEAR THE RESPONSBIUTY OF NOTIFYING (IN WRITING) THE ARCHITECT/ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO THE SUBMISSION OF CONTRACTORS PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. GENERAL NOTES: DRAVNNGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET OF PLANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PUN'OSES ONLY, UNLESS NOTED OTHERWISE, THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUPMENT, LABOR AND ANYTHING ELSE DEEMED NECESSARY TO COMPLETE INSTALLATIONS AS DESCRIBED HEREIN. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE AND FAMILIARIZE TIEMSELVES WITH ALL CONDITIONS AFFECTING THE NEW PROJECT, WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, FIELD CONDITIONS AND CONFIRM THAT THE PROJECT MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY ERRORS, OMISSIONS, OR DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECTIENGINEER IN WRITING. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRANNGSICONTRACT DOCUMENTS. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, *NODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURERS/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERLSE CR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. ALL WORK PERFORMED ON PROJECT AO MATERIALS INSTALLED SHALL BE IN STRCT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GNE ALL NOTICES AND COMPLY NMTH 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 THE STRUCTURAL COMPONENTS OF THIS PROJECT SITEFACILITY ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. ANTENNA SUPPORTING POLE IS UNDER ASEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ANTENNA INSTALLATION SUB -CONTRACTOR IN TERMS OF COORDINATION AND SITE ACCESS. ERECTION SUBCONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF PERSONNEL AND PROPERTY FROM HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. GENERAL CONTRACTOR SHALL PROVIDE AT THE PROJECT SITE A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED NTH THE LATEST REVISIONS AND ADDENDA OR CLARFICATONS FOR THE USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS OR SITUATIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE SCOPE OF WORK, THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY, CONTRACTOR SHALL ENSURE THE GENERAL WORK AREA IS KEPT CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL 0RT, DEBRS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, PREMISES SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL PAID NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, AU. OSHA REGULATIONS, ALL PUBLC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES REGULATIONS AND DIRECTNES. THE DRAWINGS AND SPECIFICATIONS AREA GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE, ANY MINOR ERRORS AND OMISSIONS IN THE DRAW NGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. VERIFICATION THAT EXISTING TOWER/POLE/STRUCTURE CAN SUPPORT THE NEW ANTENNA COAX I ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. STRUCTURAL STEEL NOTES: 1. ALL STRUCTURAL STEEL DESIGN AND CONSTRUCTON SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (MSC) "SPECIFICATION FOR THE DESIGN, FABRCATON, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 2 SUBMIT SHOP DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO THE CONSULTANT FOR RENEW A APPROVAL TO INCORPORATE ALL COMMENTS PRIOR TO FABWCATON.. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: . WIDE FLANGES ASTMA992,fy-SOKSI STRUCTURAL TUBING ASTMA500,14SKSI • PIPES ASTM A53, N 05 KSI • PLATES, SHAPES, ANGLES AND RODS ASTM A36, N.35 KSI • SPECIAL SHAPES AND PLATES ASTM A572, fy 42 KSI •ANCHOR BOLTS ASTMA307 4. ALL BOLTS FOR SIEEITOSTEEL CONNECTION SHALL BESAE J429GRADE 6UNLESS SPECIFIED OTHERWISE ON EQUIPMENT SUPPLIER DRAWINGS OR ON THESE DRAWINGS. 5. All WELDING SHALL BE IN CONFORMANCE WITH ASC AND TMOBILE STANDARDS, AND SHALL BE PERFORMED BY JURISDICTION APPROVED CERTIFIED WELDERS USING EIOXX ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY T•MOBILE) SHALL BE USED. WELDING OF GRADE 80 REINFORCING BARS pF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX ELECTRODES. WELDING WITHIN I" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE FURTHER REINFORCING NOTE ON STRUCTURAL SHEETS FOR MATERA. REQUIREMENTS OF WELDING BARS IF UTILIZED ON THIS PROJECT), 6. ALL WEATHER EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. FIELD MODIFIED STEEL ANC HARDWARE SHALL RECEVE (2) COATS OF ZINC ENRICHED PAINT, 7. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY UNISTRUT CORP. OR APPROVED EQUAL. STRUT MEMBER SHALL BE 13e' A 1N',12 GA UNLESS OTHERWSE NOTED AND SHALL BE HOT -DIPPED GALVANIZED. 6. ALL WORKSHALLBEINSPECTED BYTHE CONSTRUCTION MANAGER DURNGAND AT COMPLETION DE CONSTRUCTION. SPECIAL INSPECTION SHALL BE REQUIRED ONLY WHEN ITS IS REQUIRED BY THE JURISDICTION. 9. THIRD PARTY SPECIAL INSPECTION IS REQUIRED FOR ALL HIGH STRENGTH BOLT gill A325) INSTALLATIONS AND FOR ALL FIELD WELDING (IF UTILIZED ONTHIS PROJECT). - HIGH STRENTHBOLTS (ASTMA325)ALLBE: FIELD WELDING WILL BE: 0 PROVIDED ON THIS PROJECT 0 PROVIDED ON THIS PROJECT Z NOT PROVIDED ON THIS PROJECT S NOT PROVIDED ON THIS PROJECT REVIEWED FOR CODE COMPLIANCE APPROVED A06 27 /019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UK4VILA AUG 212019 PERMIT CENTER el 0 1. z0 LYNX 1'W WAVE acird 1113 1619 STREET SW SUITE 202 L>101000, WA 98097 r(<• on) 778-380P JPYONEM"&AVEARCH.LY*M OATS B15-19 PREPARED BY, YMl APPROVED BY, JYS EDOWTALS ra OARS 115.19 EINALPERMP 1419 PRELIMWORYPERMII SRE SE03545A PACIFIC HWY & 116THIINTERGATE (L603) 12201 TUKWILA INTERNATIONAL BLVD, PJKWILAWA98168 SHEET TITLE GENERAL NOTES SWEET HABBi GENERAL NOTES SP-1 TELECOMMUNICATIONS WIRING COMPONENTS JCOAXIAL ANTENNACABLEJ 1. GENERAL A ALL MATERIALS, PRODUCTS OR PROCEDURES INCORPORATED INTO WORK SHALL BE NEW AND OF STANDARD COMMERCIAL QUALITY. B. CERTAIN MATERIALS AND PRODUCTS WILL BE SUPPLIED BY THE OWNER (REFER TO GENERAL CONDITIONS FOR THE LIST OF OWNER FURNISHED EQUIPMENT, MATERIALS AND SUPPLIES FOR THESE ITEMS(, THE CONTRACTOR IS RESPONSIBLE FOR RCMP AND DELIVERY OF ALL SUCH MATERIALS C. ALL OTHER MATERIALS AND PRODUCTS SPECIFIED IN THE CONTRACT DOCUMENTS SHALL BE SUPPLED BY THE CONTRACTOR, 2. MATERIALS: A COAXIALCABLE: 1. INSTALL COAXIAL CABLE AND TERMINATIONS BETWEEN ANTENNAS AND EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS WITH COAXIAL CABLES SUPPORTED AT NO MORE THAN Z-0' 0.C, WEATHERPROOF ALL CONNECTORS BETWEEN THE ANTENNA AND EQUIPMENT PER MANUFACTURERS REQUIREMENTS. TERMINATE All COAXIAL CABLE THREE (3) FEET IN EXCESS OF EQUIPMENT LOCATON UNLESS OTHERWISE STATED. 2. ALL COAX RUN LENGTHS GREATER THAN 143 FEET SHALL BE I.518" AND IN LENGTH LESS THAN OR EQUAL T0143 FEET SHALL BE 118'. 3. ANTENNA AND COAXIAL CABLE GROUNDING A. ALL COAXIAL CABLE GROUNDING KITS ARE TO BE INSTALLED ON STRAIGHT RUNS OF COAJAL CABLE (NOT WITHIN BENDS( 4. COAXIAL CABLE IDENTIFICATION A TOPROVDEEASY IDENTFICATIONAND UNIFORM MARIONGOF ANTENNA CABLING, PLASTIC TAGS SHALL BE USED AT THE FOLLOWING LOCATIONS: 1. FIRST LOCATION IS AT THE END OF THE COAX NEAREST THE ANTENNA (WHERE THE COAXIAL CABLE AND JUMPER ARE CONNECTED(. 2. SECOND LOCATION IS INSIDE THE EQUIPMENT SHELTER NEAR THE WAVEGUIDE ENTRY PORT. B. USER REWCABLETIES(PT.1212901TOSECUREIDENTIFICATIONTAGS. 5. TESTING T-MOBILESHALL PROVIDEPOI INDEPENDENT TESTINGAGENCYTOPERFORMTHECOAXIAL SWEEP TEST 6 REPORT. THE CONTRACTOR IS TO PROVIDE CLIMBER I QUALIFIED PERSONNEL TO ASSIST IN ANY REPARS AND WEATHERPROOFING ONCE THE TEST IS COMPETE, THE CONTRACTOR IS TO PROVIDE T-MOBILE A MINIMIM OF 48 HOURS NOTICE PRIOR TO THE TIME OF THE SWEEP TEST. ELECTRICAL NOTES: INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WTH NATIONAL ELECTRIC CODE, NFPA 10, AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECIFICATIONS PER AS.T.M. B 231, B 400, I.C.EA S651401, LC.EA P81570, 6 LOCAL PUD. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED BACK BOARD. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT: SCHEDULE 40, TYPE I, CONFORMING TO UL ARTICLE 651: WESTERN PLASTICS OR CARTON MANUFACTURER. COUPLINGS SHALL BE SUP -ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN TYPE COMPATBLE WTH PVC DUCT. ALL BENDS SHALL BE "WIDE SWEEP' TYPE WITH A 24' MINIMUM RADIUS. ALL CONDUIT UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN 611B" RED CONCRETE DUCTBANK(. CONDUCT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED STEEL FOR OUTDOORS. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT PERMITTED. FOR ALL STUBS -UPS, USE RIGID GALVANIZED STEEL CONDUIT. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED BY NEC. THERE WILL BE NO SPUCES ALLOWED, PROVIDE HOPE PULLING HMO HOLES AS NEEDED. CONTRACTOR SHALL PROVIDE TEST OF THE GROUNDING SYSTEM BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM RESISTANCE TO GROUND SHALL NOT EXCEEDS OHMS, ALL ABOVE GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE -LUG COMPRESSION TYPE. ALL BELOW GRADE AND EXPOSED EXTERIOR GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES TO AVOID POSSIBLE GALVANIC CORROSION, All EXPOSED GROUNDING CONNECTIONS TO BE COATED NTH ANTICORROSIVE AGENT SUCH A51100XY', TNOAOLX' OR PENETROX". VERIFY PRODUCT WITH PROJECT MANAGER, ALL BOLTS, WASHERS AND NUTS USED ON GROUNDING CONNECTIONS SHALL BE STANLESS STEEL ALL EXTERIOR GROUND BARS SHALL BE COATED WTH ANTI -CORROSIVE AGENT SUCH AS LPS-3 OR AS PER NOTE 6ABOVE ELECTRICAL NOTES (CONTINUED): INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70, AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WRES & EQUIPMENT, ALL LATEST ISSUE, AND WITH SPECFICATIONS PER AS.T.M. B 231, B 400, I,C.EA S551-401, I.C.E.A P81510, 6 LOCAL PUD. PROVIDE A METER BASE PER LOCAL UTILITY STANDARDS. MOUNT ON SIDE OF OWNER FURNISHED BACK BOARD. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WTH KROY TAPE, OR EQUAL, DESIGNATING All CIRCUIT NUMBERS CONTANED IN EACH BOX. CONTRACTOR TO ENSURE ILC PROVDED MATH (2) INTERNAL TVSS. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. MIOEREVER POTENTIAL CONFLICTS/ INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW. VERIFY THAT AIL. OF THE UTILITY DOES NOT EXCEED THE AIL. RATING OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAJC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AC TO ACCEPTABLE LEVELS. UTILITY POINTS OF SERVICE AND WORK/ MATERIALS SHOWN ARE BASED UPON PRELIMINARY INFORMATION PROVIDED BY THE UTILITY COMPANIES AND ARE FOR BID PURPOSES ONLY. CONTRACTOR SHALL COORDINATE NTH UTILITY COMPANY FOR FINAL AND EXACT WORK/ MATERIALS REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED(, TRANSFORMER PAD, BARRIERS, POLE RISERS, TRENCHING, BACKFI ll, PAY ALL UTILITY COMPANY FEES A140INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. GROUNDING NOTES: ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WTH THE DESIGN AND CONSTRUCTION SPECIFICATIONSAND ALL APPLICABLE LOCAL CODES. 2. CONDUT ROUTINGSARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 3. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT, 4. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC (CADWELD(. 5. ALL GROUND CONFECTIONS ABOVE GRADE (INTERIOR 6 EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. 6. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP 6 HAVE A VERTICAL SEPARATION OF 6' FOR EVERY ADDITIONAL CONNECTION. 1. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WTH A CORROSION RESISTANT MATERIAL. 8. ALL EXTERIOR GROUND CONDUCTORS SHALL BE 12 AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED, 9. GROUND RODS SHALL BE STANLESS STEEL OR COPPER CLAD STEEL, Yr. 13.FT. LONG (OR NOTED OTHERWISE ON PLANS(, AND SHALL BE DRIVEN VERTICALLY WTH THEIR TOPS 16 BELOW FINAL GRADE OR 6'BELOWFROST LINE FOR MAXIMUM DEPTH. 10. CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 11, USE OF 90' BENDS IN THE PROTECRION GROUNDING CONDUCTORS SWILL BE AVOIDED 1N4EN 45' BEAMS CAN BE ADEQUATELY SUPPORTED. 12. GROUND RING SHALL BE LOCATED A MINIMUM OF 24' BELOW GRADE OR 6' MINIMUM BELOW THE FROST LINE. 13. INSTALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF I'-0' FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE, 14. EXOTHERMIC WAD GROUND CONNECTION TO FENCE POST: TREAT WTH A COLD GALVANIZED SPRAY. 15. OBSERVE N.E.C. AND LOCAL UTILTY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 6. GROUNONG ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS OR AT GROUNDING POINTS PROVIDED (2 MINIMUM( 11, MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS. W BEHITECTURE 1133 16411i S1NET 5W SOBS 202 LYNNWC1O, WA 88087 OFFICE: (425) 778-7800 AAYONEW845245CN.COM DA 15-1 ARED BYA YML 18. CONTRACTOR TO VERIFY CURRENT GROUNDING STANDARDS PRIOR TO CONSTRUCTION, RECEIVED CITY OF TUKWILA AIS 111019 R. . - ro0(6 CC E COMPLAIANC� C 1 a- BL1 BI UG SITE SE03545A PACIFIC HWY & 116THIINTERGATE ( L65) ) 12201TL MLA INTERNATIONAL BLVD, TUKWLA,WA48168 BIIEET TITLE GENERAL NOTES SLEET MMIBER GENERAL NOTES PG411;'If� Cn SP-2 ♦ ♦ • • 1, OVERALL SITE PLAN SCALE I' • 20 0' I221841, 0'.40' 0' 111x71 (El BUILDING ICI ROOFTOP EQUIPMENT, TYP. IEI SCREEN PALL !I PENTHOUSE ♦ PROPERTY LIVE IEI ELSOHRLT RAVED PARKING LOT -7 so al A IEI ASPHALT PAVED PARKING LOT/ TAX PARCEL': 0923049120 TONING, C/u NOTE: SITE PLAN DERIVED FROM EXISTING DRAWINGS, GIS, SITE PHOTOS, AND AERIAL IMAGES. NOT SUITABLE FOR ACCURATE MEASUREMENT. SITEWALK WAS NOT CONDUCTED BY AU. REVIEWED FOR ODE COMPLIANCE APPROVED AU6272019 Ity of Tukwila BUDDING DIVISION RECEIVED CI Y OF TUKWILA U6212019 PER CENTER NORTH (LYNX NEW WAVE RCHITECTURE IIA IRO STREET SW RJITE 202 LYNNWOOD, WA 9&'M7 ORE, IIESI 778-5800 WAYQNEWNAEC49CH.C)M DATE, 8.1519 PREPARED BY, EMI APPROVED BY, JYS SLINTTALS a>< PSIS FOAL PERMIT 74&19 PR8RSISSRYPERMIt SITE SE03545A PACIFIC HWY & 116THIINTERGATE ( L600) 12201 TUKYM A INTERHA1100Ik BLVD, TUKWILA, WA 98168 SHEET TITLE OVERALL SITE PLAN SHEET MJMBER A-1 (EI TLMOBILE COMP MOUNTED ON EXISTING FRAME (TOTAL OF 3) (E) TMOBILE ANTENNA CABLE ROUTED INSIDE CONDUITSON SLEEPERS L ID) ROOF/ (E) I -MOBILE UTILITY k0 ' (E) TMOBILE LIOILITY BOXES MOUNTED TO of BOXES MOUNIEDTO UNISTRUTS ON UNSTRUTSON PENTHOUSERIALL \\ - a PENTHOUSE WALL (E) 1-MOBILE RF WARNING SIGN ON CABINET TO BE RELOCATED (TOTAL OF 21 (E) T-MOBILE FCOA CABINET TO BE REMOVED (TOTAL OF I) (E) i•MOBILE ULTRASITE CABINET 70 BE REMOVED (TOTAL OF I) IEI T690BILE PURCELL CABINET CNSTL. PIA FORM (TOTAL 0 II (E)T•MOBILE FSMF TO BE REMOVED (TOTAL OF I) LE) TMOBILE ANTENNA CABLE ROUTED INSIDE CONDUITS ON SLEEPERS F E UO3 RUI FRAD E \ 9V\ ,/00 / 010/ (EICMOBIILEDIPLEXERS $+X --/t S� MOUNTED TO EXISTING \�7s ' FRAME (TOTAL OFRI -- /�1 LE) SCREEN WALL "- NOTE: EQUIPMENT PLAN DERIVED FROM EXISTING DRAWINGS,GIS, SITE PHOTOS, AND AERIAL IMAGES, NOT SUITABLE FOR ACCURATE MEASUREMENT, SITEWALKWAS NOT CONDUCTED BY A8E• EXISTING ENLARGED EQUIPMENT PLAN SCALE 1/2' • 10' 122x3A1, VA' • 141' 111/R1 jEI ROOFTOP EQUIPMENT TYP- (EI ROOF "// \ NORTH jEIT•11093LE COUP B,i` MOCKED ON EXISTING, FRAME (TOTAL DELI (E) II -MOBILE ANTENNA W, CABLE ROUIEOINSIDE CONDUITS ON SLEEPERS DE)UNISIRUi FRAME (E) i MO21 E DIPLEXERS MOUNTED TO EXISTING FRAME (TOTAL 0F6) E) SCREEN'NALL - NEW ENLARGED EQUIPMENT PLAN SCALE 112' • 10' 122x341, V4' • 10' (tlxif L(EL ROOF/ NOTE: REFER TO STRUCTURAL ANINAS1S REPORT FOR ED. CABINET MOORAGE. BY: CG ENGINEERING DATE: OBII11019 COPRO.I. N0.: 1901E604 RELOCATEOEXISTING 740BLE RF WARNING SIGN ON CABINET (TOTAL 0F 1) ANCHOR THE NE11H1.L7 CABINET TO THE EXISTING S7L. PLATFORM WITH (Q IM' DA, THRU BOBS, (I) EACH CORNER, REFER TO STRUCTURAL REPORT. NEWTMAOBLE NFU EXPANSION CABINET ON STL PLA7FORM OF II U INSTALL (2)ANLA 1)1-MOBILE PURCELL CABINET ONSIL PLATFORM)TOTAL OF O (E) TMOBILE ANTENNA CABLE ROUTED INSIDE CONDUITS ON SLEEPERS d )�1/ /Vr D FOR Y y� COMPLIANCE APPROVED AUG 27 2019 \ City of Tukwila BUILDING DIVISION Loy W"' #0/ LE) ROOFTOP EOLRPMENT, TY LLE) R00f7 RECEIVED CI1TY OF TUKWILA \1S 212019 PERi IT CENTER NORTH tl' WAVEE RCNIA TECTDRE 11BB 1641H SREIT SIN SURF 107 MGM MA 3BOB7 01FlCf: (115) 778-3B00 1,410E1910M47CHa DATE 8-15.19 PREPARED BY, YML APPROVED BY, SYS SUBMITTALS DATE B.1519 FINAL PERMIT 74E419 PRELMINAAYP3M11 SITE SE03545A PACIFIC HWN & 116THIINTERGATE (L600) 11201 TUKWLA INTERNATIONAL BM, TUOMIA 098168 WET TITTLE ENLARGED EQ. PLAN SET NUMBER A-2 PAINT NOTE: AU. NEW ANTENNAS AND ANCILLARY EQUIPMENT TO BE PAINT TO MATCH EXISTING AS REQUIRED (E)TMOBILE ANTENNA MOUNTING PIPE TO BE REMOVED )1 PER SECTOR, TOTAL OF 3( E);MOBILE ANTENNA MOON ON ANTENNA MOUNTING PIPE (2 PER SECTOR, TOTAL OF E) (E)c ANTENNA PIPE MOUNT ON WAL (E(SCREEN WALL K.) PADRE FRIG MOUNTED /0 UNISTRUT RACK ON SCREEN WALL (I PER SECTOR, TOTAL OF 31 IEI ;MOBILE FHFB MOUNTED TO UNISTRUT RACK ON SCREEN WALL (1 PER SECTOR. TOTAL OF 3) NOTE: ANTENNA PLAN DERIVED FROM EXISTING DRAWINGS, GIS, SITE PHOTO, AND AERIAL IMAGES. NOT SUITABLE FOR ACCURATE MEASUREMENT. SITEWALK WAS NOT CONDUCTED BY A&E. NOTE: REFER TO STRUCTURAL ANALYSIS REPORT FOR APPURTENANCE ANCHORAGE. BY: CGENGINEERING DATE: 0811312019 CG PROJ. NO.:19048.604 (E)1-MOBILE ANTENNA TO BE REMOVED (I PER SECTOR, TOTAL OF 3) aT�W� ( g�.1 � `-IE)LMOBIIEFRlB 10 BE REMOVED (1 PER SECTORMOTALOF3) bu° (E) TMOBILE CORP MOUNTED TOUNISTRUIT RACK ON SCREEN WALL (I PER SECTOR TOTAL OF 3) IF) I MOBILE NA MOUNTED 10 UNISTRUT RACK ON SCREEN WALL (I PER SECTOR, TOTAL OF 2 SECTOR ALPHA B 9ETA1 (EI TMOBILE ANTENNA CABLE ROUTED INSIDE CONDUITS ON SLEEPERS ()EXISTING ANTENNA PLAN • SECTOR ALPHA NEIN TABU b@" STANDARD PIPE ON EXISTING PIPE MOUNT 0 PER SECTOR, TOTAL OF 3). REFER TOSIRUCIURAL REPORT. (E)1410B1LE ANTENNA MOON ON ANTENNA MOUNTING PIPE (2 PER SECTOR, TOTAL OF 6) (E) ANTENNA PIPE MOUNT ON WALL (E) SCREEN WAIL (E) T OBILE FRIG MOUNTED /TO UNISTRUT RACK ON SCREEN WALL jI PER SECTOR, TOTAL OF 3( (E) TWOBILE FHFB MOUNTED TO UNISTRUT RACK ON SCREEN WALL (I PER SECTOR.101AL OF 3) NEWT•MOBILE ANTENNA MOUNTED ON ANTENNA MOUNTING PIPE(1 PER SECTOR, TON. OF 3) A w y NEWT.MOBLEAHLOA MOUNTED EARNS UNISTRUT RACNON SCREEN WALL p P SECTOR, TOTAL OF 3) —IEI TA10918 COMP MOUNTED TO LNISTRUT RACK ON SCREEN WALL (I PER SECTOR, TOTAL OF 3j Q NEW ANTENNA PLAN • SECTOR ALPHA ANTENNA PLAN (E) TMOBILE TWA MOUNTED i0 UNISTRUT RACK ON Jj SCREEN WALLA PER SECTOR, TOTAL OF 2 Q SECTOR ALPHA & BETA) I/ NEWUMOBLE TENNA MOUNTED (E) ;MOBILE ANTENNA iSi ON ANTENNA CABLE ROUTED INSIDE MOUNTING PIPE CONDUITS ON SLEEPERS pPER SECTOR, TOTAL OF 1 (EI 141031LE ANTENNA CASLE ROUTED INSIDE CONDUITS ON SLEEPERS )E(T'11OBILECORR MOUNTED TO UNISTRUT RACK GN SCREEN WALL (1 PER SECTOR, TOTAL OF S) IEI;M1IOBILE TMA MOUNTED TO UNLSTRU' RACK ON SCREEN WALL (1 PER SECTOR. TOTAL OF B SECTOR ALPHA 3 8E1A)-2-\ (E(T.MOBILE FRO TO BE REMOVED (I PER SECTOR, TOTAL OF 3) (E)1-MOBILE ANTENNA MOUNTING PIPE TO BE REMOVED(1 PER SECIOR,101AL OF 3) (E) SCREEN WAIL (E(1•MOB'LE ANTENNA T08E REMOVED 0 PER SECTOR, TOTAL Of 1) PANEL ANTENNA AND ANTENNA CABLE SCHEDIA.E SECTOR RN ENI OUANTI TEN SIZE FR MODEL* ANTENN TIP HEIG COVP NUMBEROPCASLE RUNS PER SECTOR ENNACABLE ENGIN ALP 1 NE 95 CO SCOPE FFBHESGR3 2 10° 0° IS I E%IS1'G-FNFB IS ISM. 2CS00 NA IN 90 COMMSCOPE MB 4' 10' EXIST 10 7I0@CO COMMSCOPE MBXX851 •AHLOA 1 NEW 95 CO FfNHAS0R3 3N0° 0° 1ST 1 EXISTG-FHFB IS E%ISTIN 90 COMMSCOPE MB%K5SI 1EXIST'G-FRIG IN 9, MSCOPE TM 89. w° EWAHIAA OT 9 -(E(TN1OBILE FRIG MOUNTED TO UNISTRUT RACK ON SCREEN WALL (1 PER SECTOR, TOTAL OF 3) (E) T MOBILE FNFB MOUNTED TO UNISTRUT RACK ONSCREEN WALL (1 PER SECTOR, TOTAL OF )E)ANTENNA PIPE MOUNT ON WALL (E) POKE NPR MOUNTED 10 LLNISIRUi RACK OR )E);M081LEANTENNA SCREEN WALL(I PER MOUNTED ON ANTENNA SECTOR. TOTAL OF 3) A'AUN1ING PIPE (2 PER SECTOR, TOTAL OF61 )E1T.MOBILEANTENNA CABLE ROUTED INSIDE CONDUITS ON SLEEPERS 5M (E)TABLE ANTENNA TO BE REMOVED (I PER SECTOR, TOTAL of 3) (E) I -MOBILE ANTENNA MOUNTED ON ANTENNA MOUNTING PIPE (2 PER SECTOR TOTAL OP SI J (E)ANTENNA PIPE MOUNT ON WALL 1E)T4031LE COMP MOUNTED TO UNISTRUT :RACK ON SCREEN WALL (I ?ER SECTOR, TOTAL OE 31 9 (E)140 ILE ANTE NA MOUN11 G PIPE TO BE REMOVE pPER SECTOR TOTAL OF3) (E, TMOBILE 1MA MOUNTED TO ANGLE (i01AL OF 1 Q SECTOR GAMMA) EXISTING ANTENNA PLAN • SECTOR BETA Q EXISTING ANTENNA PLAN - SECTOR GAMMA (SIT -MOBILE ANTENNA CABLE ROUTED INSIDE CONGER, ON SLEEPERS (E)1•MOBLE CORP MOUNTED TO UNTRUE RACK ON SCREEN WALL (I PER SECTOR, TOTAL OE 1) 15) GMOBnE MIA MOUNTED TO UNISTRUT RACK ON SCREEN WALL (1 PER SECTOR, TOTAL OF 2 Q SECTOR ALPHAS BETA) \. (EI 14081LE FRIG NEW1•MOBLE RAROA / MOUNTED TO MOUNTED EXISTING UNISTRUT CNISIRUI RACK RADON SCREENWALL 0 PER ONSCREEN SECTOR, TOTAL OF 31 �• WALL(1 PER SECTOR, TOTAL NEW ;MOBOS-IR" '%/ , i OF3) STANDARD PIPE ON EXISTING PIPE NOUM(3 PER SECTOR, / (EI GM0BILE FHFB TOTAL OF 9I. REFER TO ♦ \ MOUNTED TO STRUCTURAL REPORT, :: Wo UNISTRUT RACK ON SCREEN WALL (1 PER SECTOR, TOTAL OF 3) Q3 NEW ANTENNA PLAN • SECTOR BETA ;E) ANTENNA PIPE MOUNT ON WALL (E)MOBILEFHFB MOUNTED TO UNISTRUT RACK OR (E) MOBILE ANTENNA SCREEN WALL 11 PEP MOUNTED ON ANTENNA SECTOR, TOTAL OF S) MOUNTING PIPE (2 PER 5EC10R, TOTAL OF B) (E) TAIDBILE ANTENNA CABLE ROUTED INSIDE CONDUITS ON SLEEPERS 0 NEW ANTENNA PLAN • SECTOR GAMMA A EW1-MOBIO ANTENNA IOUNIEDONANIENNA IOUNIING PIPE p PER EG10R, TOTAL OF 3I (E) TMIORILE ANTENNA MOUNTED ON ANTENNA MOUNTING PIPE (2 PER SECTOR, TOTAL OF S) (E) ANTENNA PIPE MOUNT ON WALL NNf, "AG NEWT•MOBILE2.17 STANDARD PIPE ON EXISTING PIPE MOUNT 0 PER SECTOR, TOTAL OF 3). REFER TO STRUCTURAL REPORT, hE.EIVED MEOUNTEDT A. ,ITY OF T UKWILA MCUNTEDIOA 1 (TOTAL OF 1 Q SECTOR GAMMA) L(E) PENTHOUSE 7 (E) ;MOBILE FRIG MOUNTED TO UNISTRUT RACK ON SCREEN WALL (1 PER SEC10R. TOTAL OF 3) CO IEIT-MOBLE F• 10 BE REMOVE p PER SECTOR TOTAL OF 11 IEI SCREEN WALL 1 BUI AUG 212019 L(EIPENihuwc PERMIT CENTER 7 (E) TAIOBILE COMP MOUNTED 10 UNISTPCT RACK ON SCREEN WALL (1 PER SECTOR, TOTAL OF 3) - (EI1.MOBILE FRIG NICUINTED ID)1NISIRUT RACK ON SCREEN WALL (1 PER SECTOR, TOTAL 0E 3) 9 14ORILE AHL0A MOUNTED EXISTING NISIRUI RACK ON SCREEN WALL p PER SECTOR, TOTAL OF ,E) GREEN WAL` NORTH I1 0 PO z 00 'xi O m x3 Li ol- 1 Zm 0 1 Eii LYX RCHIA TECTMRE 1133 1641N STREET SW SUTE 202 IYNN'N009,1A 99351 OFCE: (125) 718-3801 LAY*NEWIAVEARCH.CUM SITE SE03545A PACIFIC HWY & 116THIINTERGATE (L6C0 ) in101 TUKVM(A INTERNATIONAL BLVD, TUKWLA,WA98168 SHEET TITLE ANTENNA PLAN SHEET MJMBER A-2.1 SCALE' SIr • 140' 1B2x34), I' • f 0' I k TOPOF EAI511NG T88021LE ANTENNAS (GAMMA) ELEV.: 89,0 EXISTING SOUTH ELEVATION r • •O 122n911, r • 27•0• IRXm jE)PEN'H USE (EI ANTENNA PIPE MOUNT ON WALL (E) T)MCBILE TM-1 MOUNTED TO ANGLE )TOTAL OF 13 SECTOR GAMMA) (E) SCREEN WILL jEl BUILDING L (E)'A10BILE ANTENNA MOUNTED ON ANTENNA MOUNTING PIPE (2 PER SECTOR, TOTAL OF 6j MOBILE FHFS MOUNTED TO UNISTRUT RACK ON SCREEN WALL (I PER SECTOR, TOTAL OF JI (E IVOBILE FRIG MOUNTED TO UNISTRU1 RACK ON SCREEN NVA0. 1 PER SECTOR, TOTAL OF 1) IEI 'POODLE COMP MOUNTED TO WIISTRUI RACK ON SCREEN WALL {I PER SECTOR, TOTAL 0101 (EI )MOBILE TMA MOUNTED 10ONISIBUT PACKOA. SCREEN WAIF (I PER ECTOR, TO1AL OP @ SECTOR ALPHA8 BETA) (E)1,MOBILEFRB TO BE REMOVED (I PER SECTOR, TOTAL OF 3) (E)1 MOBILEANTENN4I0 BE REMOVED (I PER SECTOR, TOTAL OF 1) (E) LMOBILEAN'TENNA MOUNTING PIPE TO BE REMOVES II PER SECTOR, TOTAL OF 1) .11111•11wwrwr TOP OF EXISTING SCREEN ENCLOSURE TOP OF EYISTiNG 11N0BILE ANTENNAS (A3NA S 5218 dk ELEV_ 828' TOP CF EKISTING PARAPET FLEW ,: 77 TOP OF EXISTING ROOF SURFACE ELEA 717' el (LYX NEW WAVE RCRITECTDRE nJJ IM SURE 902 LANNw000, wA 98087 OFACE: (4991 778-JBC4 0470NENWAI' ARCH.COM DATE, 8.15-19 PREPARED BY, YR APPROVED BY, JYS EXISTING SOUTH ELEVATION ( (EA PENTHOUSE (E) AWIENNA PIPE MOUNT ON WALL TEJ TANIOBILE INA MOUNTED TO ANDLE {TOTAL OF SECTOR GAMMA) (EX SCREEN MGEL (Ej HARDING bri Pi] LI 1 E) T.MGBILE ANTENNA MOUNTED ON ANTENNA MOUNTING PIPE (2 PER SECTOR, TOTAL GE 63 8 180BILE 2808 MOUNTED 10UNISTR'UT RACKON SCREEN Will (t PER SECTOR, TOTAL OF 11 (E) LMOBILE FRIG MOUNTED TOUNNSTRUT RACRON SCREEN WALL fl PER SECTOR, TOTAL OF 27 RI TN80B6 A C''J° 1'1^UNMM0 TO UNISTRUT RAGA ON SCREEN WALL (I PER SECTOR TOTAL OF 1) (E) 1420811E 1MAMOUNTED TOONISTRUI RACE ON SCREEN 1NALL (I PER SECTOR, TOPPIOP2 SECTOR ALPHAS SETA) NEW TAIOEREARUM MOUNTED EXISTING UNISTRUI RACK ON SCREEN WALL)I PER SECTOR, TOTAL OF 1) NEWT.MOBILE 317 STANDARD PIPE ON EXISTING PIPE MOUNT (1 PER SECTOR, TON. OF 1), REFER TO STRUCTURAL REPORT, NEWT.MOBIIE ANTENNA MOUNTED ON ANTENNA MOUNTING PIPE II PER SECTOR, TOTAL OF 7) TOP OF ENISTING SCREEN ENCLOSURE 10P OF NEW&EXISTING T.MOBILE ANTENNAS (ALPHAS BETA) ELEV.: 11.4' TOP OF EXISTIN S PAN LEV! D FOR TOP OF %ISTIT1"GCOMPLIANCE . APPROVED AV6 27 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 11 2019 PERMIT CENTER SUBAMTTALS OAFS MEMO 86151E WI. PERMIT 7N61B PRELMINARY PERMIT SITE SE03545A PACIFIC HWY & 116THIINTERGATE (L600) 12201 TURD INTERNATIONAL BM, TUKNYIIA,WA98168 SHEET TITLE ELEVATION SLEET N58 ER A-3 SCALE. r • tr•0' (22N34I, r • 2(P-0 lRx171 GENERAL NOTES, 1. THECONTRACI0R SHALL COMPLY MATH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS, ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHOR1 IES,AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2, THE DRAWINGS AND SPECIFICATIONS ARE AGENERAL DIRECTWE FOR THE SCOPE OF MORK.EXACT !ANIONS LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE, ANY MINOR ERRORS AND OMISSIONS IN THE DRAVONGSAND SPECIFIOATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE MATH THE INTENT OF THESE DOCUMENTS. 2. CONTRACTOR LS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. 4, VERIRCA110N THAT EXISTING TONER/POLE CAN SUPPORT THE PROPOSEDANIENNA,CORK ADOR1ONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. GENERAL NOTES 1 OPTIONAL DOWN TILT BRACKET PANELANTEN PIPE MOUNT IT ) VALMONT NICROFLECT PART /BIZ OR APPROVED EQUAL 76011E I. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ADAPTER BRACKET. SECURE USING 112 INCH HARDWARE FRONDED. 2. TO SET THE DEGREE OF 00144611LT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 6161NCH HARDWARE PROVIDED, 9. THE NUMBER OF CONNECTORS MALL VARY BASED ON ANTENNA TYPE. PANTS: ITEM OTY DESCRIPTION 0 ADAPTER, POLE, LOWER 0 BRACKET, MILT, POLE © 1 BRACKET, DOMINO', ANTENNA 0 6 IIl X I HEX HEAD BOLT 0 6 IQ SPLIT WASHER 0 2 5116X I HEX HEAD DOLT 0 2 6116 SPLO WASHER 0 4 IR"THREADED ROD 0 B IR"SPLIT WASHER It 12 IQ' NUT 2 ANTENNA MOUNTING HARDWARE NOT TO SCALE NOTE LENGTH INCLUDES ACTUATORS MNJFACi9A?ER OM NAlFN MOVING DRAGNET COMMSCOPE FFHHE5CA3 INCLUDED LENGTH VEIN DEPTH kV 259" 25 2' 92" 1276Hs LOW -BAND OCTO ANTENNA DETAIL NOT TO SCALE MOUE MANFACTIMER MODEL MASER MONO BRACKET NOKIA AHLOA INCLUDED CORE RRH LENGTH 22.0' WIDTH 12.1" DEPTH 7.4" WEIGHT 63.6IB (WITH NOCOVERS A BRACKETS) WI MOUNTING BRACKETS LENGTH 22.5' WIDTH 12.9' DEPTH 6.1" 4 AHLOA DETAIL NOT TO 8C LB itaPACTIMER Kam PN NOBLE 8AP DEBCAPT90N PURCELL TBD TBD HP1.3EXPANSION CABINET HEIGHT WIDTH DEPTH EMPTYW0IGHT FULLY LOADED MIGHT 7r 20' 37 CD LBS TBD LBS 5 HPL 3 EXPANSION CABINET DETAIL MDT TO SCALE pox yet NANFACTIMER MODE1 ow NOKIA AIRSCALE SUBRACK IA(LTEP26P) HEIGHT 5.r MMDTH 17.6' DEPTH 15.7' WEIGHT 52.7 LBS AMIA DETAIL IC TO VA REVIEWED FOR CODE COMPLIANCE . APPROVED 027 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UKWILA A 212019 I)r',ilT CENTER !LYNX •: WAVE RCNITECTUAE 1113 164131 START SW SUITE 101 LYNNWOOD, 1114 S90B7 01000 (425) 77B—]900 i41ON111403ARCX,C061 DATE S1579 PREPARED BY, AIL APPROVED BY. JYS SIMMTTALS OAT! S1S18 FIAAPERMI 7.11.19 PRELIMIN0RYPERMII SITE SE03545A PACIFIC HWY & 116THIINTERGATE (L600) 12201 TUKWILA INTERNATIONAL BLVD, TUKW11g1A96168 SHEET TITLE DETAILS HET MS S A-4 Configuration 6191AR4 U2100 Tower•Top RRU Memo and cabling of ona sector shown for clarity) SITE_ID - SE03545A NSN CONFIGURATION DIAGRAM DATE: 6-25-2019 REVIEWED FOR CODE COMPLIANCE APPROVED 027 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF T UKWiLA AUG 212019 pERMT CENTER p "" WAVE RDHIA TECTa IIB 164111 � SURE 102 LYNA71ab, 1N4 95587 omc (415) 77a-365 .011EyNEwM ESRS1131 DATE. 8-15.19 PREPARED BY, YML APPROVED BY. JYS BLWTTALS &1519 RNAI PERMP 7-1419 PRf7MINPAYPERMI1 SITE SE03545A PACIFIC HWY 9 116THIINTERGATE (L600) 12201 TUI(Y A INTERIA110NAL BLVD, TUKWILA WA98168 SHEET TITLE RF DESIGN SHEET OM T TO RF-1 KEY NOTES. 0 0 EXISTING SCREEN WALL ANTENNAS EXISTING ANTENNA PIPE MOUNT EXISTING COLLECTION GROUND BAR AT EACH SECTOR, FILED VERIFY AND REPLACE WITH LARGER ROUND BAR AS REQUIRED IF INSUFFICIENT GROUND CONNECTION HOLES ANTENNA GROUNDING, I12 AMC STRANDED GREEN INSULATED COPPER CONDUCTOR CAOWELDTO BOTTOM OF ANTENNA MOUNT TO EXISTING COLLECTION GROUND BAR EQUIPMENTS GROUNDING, n AWG S1RAR0ED GREEN INSULATED COPPER CONDUCTOR TO EXISTING COLLECTION GROUND BAR VENAL NOTED, \ 1/ 1 1. ALL CADAELD CONNECTIONS ON GALVANIZED 1 SURFACES SHALL BE CLEANED THOROUGHLY 1 / AND COVERED NTH TWO (2) COATS OF 11l WILLIAMS GALVANITE PAINT MOMOR EQUAL. 1, 11 11 111 111 111 • 11.1 2. ALL ELECTRICAL CADWELD AND MECHANICAL GROUND CONNECTIONS WALL HAVE NONOXIDATION COMPOUND APPLIED 1O CONNECTION. 3. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED, 9. ALL GROUNDING MATERIALS AND CADWELD MOLDS, SHOTS, ETC., SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR, UNLESS OTHERWISE NOTED. S. THEELiCRIC4GONTRACTOR SHALL FOLLOW GROUNDING SYSTEM INSTALLED AND TESTING PROCEDURES AS DESCRIBED IN THE GENERAL ELECTRICAL PROVISIONS. LEGEND OEM DE0 ON 318" DMMETER 4 I340 LONG COPPER CLAD GROUND ROD, MINIMUM 42" BELOW GRADE, AT MINIMUM 10'4'0.C.(HARGERI5810(. -.••- NEW MECHANICAL CONNECTION - • - EXISTING MECHANICAL CONNECTION GROUNDING PLANS AND NOTES 1 SCALE 311• • f-0' 122x341, 311• • 1-04 UTAm JUMPER REQUIRED ONLY FOR I WO COAX 0R FOR EASE OF CONNECTION (TYPI CONNECTOR WEATHERPROOFING KIT TIP .) REFER 10 NOTE 2 FROM ANTENNA FRAME SUPPORT FROM ANTENNA NWT AIR TERMINALS (WHEN REQUIRED AWG STRANDED, INSULATED COPPER CONDUCTOR. WEATHERPROOFING KIT (TYP, STANDARD GROUND KIT mP) REFER TO NOTE. ANTENNA CABLE IN CABLE TRAY TO EQUIPMENT LOCATION (TYR) COLLECTION GROUND BAR MOUNTED NEAR0ELOW ANTENNA REFER TO DETAIL5, 1HISSHT. n AWNS STRANDED, INSULATED COPPER CONDUCTOR BONDED TO GROUND WIRE ALONG CABLE TRAY TO EXTERIOR GROUND BAR, ANTENNACABLE WEATHERPROOFING KIT )SEE NOTE 3) CABLE GROUND NIT 16 AWG STRANDED COPPER GROUND WARE (GROUNDED TO GROUND BAR) (SEE NOTE 11 2) CONNECTION OF COAX CABLE GROUND KIT TO ANTENNA CABLE NOTES: 1, DO NOT INSTALL CABLE GROUND TUT AT A BEND AND ALWAYS DIRECT GROUND IMRE DOWN TO GROUND BRA. 2 GROUNDING MT SHALL BE ANDREWSUREGROUND TYPE KIT WITH iWONOLE LUG 3 WEATHER PROOFING SHALL BE TWO.PART TAPE TUT, COLD SHRINK SHALL NOT BE USED. fl 9 COAXIAL CABLE GROUND WIRE TO GROUND BAR CONNECTION NOT TO SCALE 4 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 271019 City of Tukwila BUILDING DIVISION NOT USED 12 AN STRANDED JUMPER W SHORT BARELCOHPESSION LUGS (T&B 1$4205OR 15407), USE STAR WASHERS, LOCK WASHERS, AND SHEET METAL SCREWS TO SECURE TO EXTERNAL GROUND BAR BY CONTRACTOR. COAXML GROUND TUTS W LONG BARREL COMPRESSION LUGS W WYW MI BOLTS AND LOCK WASHERS (TYP.) SUPPLY AND INSTALLED BY CONTRACTOR. 6"DA.(RP .) 4' 410• A 111° THK COPPER GROUND BAH W 4" INSULATED STAND OFF (HANGER RGB•14910) SUPPLY AND INSTALL BY CONTRACTOR *DAM INSULATED STRANDED COPPER CONDUCTOR DOWMI1AD TO MASTER GROUND BAR OR OTHER FINAL GROUNDING POINT COLLECTION GROUND BAR NOT TO SCALE 1. Al ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE NTH THE DESIGN AND CONSTRUCTION SPECIFICATIONS AND ALL APPLICABLE LOCAL CODES. 2. ALL GROUNDING SHALL CONFORM TO THE CURRENIVERQON WIRELESS STANDARDS. 3. CONDUIT ROUTINGS ARE SCHEMATIC. CONTRACTOR SHALL INSTALL CONDUITS SO THAT ACCESS TO EQUIPMENT IS NOT BLOCKED. 4. THE CONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 5. PREFABRICATED SHELTER WAIL BE PROVIDEDWMTH INTERNAL WIRING AND EQUIPMENT INSTALLED. FOR COMPLETE INTERNAL WRING AND ARRANGEMENT REFER TO DRAWINGS PROVIDED BY SHELTER MANUFACTURER, 6. FOR INTERIOR EQUIPMENT LAYOUT AND LOCATION, SEE SHELTER NANUFACTURER'S DRAWINGS AND SPECIFICATION, IN CASE OF CONFLICT THE DRAWINGS GOVERN. 7. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC )CADWELD). B. ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR& EXTERIOR) SHALL BE FORMED USING TWO (2) HIGH PRESS CRIMPS. 9. ALLEXOTRERMC CONNECTIONS TO THE GROUNO P00SSH4LL START AT THE TOP B HAVE A VERTICAL SEPARATION OF 6" FOR EVERY ADDIIIOIIAL CONNECTION, 10. All GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT REIN MATING SURFACES AND INSTALL PER MANUFACTURERS RECOMMENDATIONS All EXTERIOR GROUND CONNECTIONS SHALL BE COATED NTH A CORROSION RESISTANT MATERIAL I1. ALL EXTERIOR GROUND CONDUCTORS SHALL BE R AWG TIN PLATED COPPER UNLESS OTHERWISE INDICATED. 12. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, AS'A 1D.R. LONG, AND SHALL BE DRIVEN VERTICALLY WTTH RDR TOPS 18' BELOW FINAL GRADE OR 6' BELOW FROST LINE FOR MAXIMUM DEPTH. 13. CONNE0110N510THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK 10 BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. 14. USE OF 60' BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. I S. GROUND RING SMALL BE LOCATED A MINIMUM OF N' BELOW GRADE OR 6" MINIMUM BELOW THE FROST LINE. 16.INSIALL GROUND CONDUCTORS AND GROUND ROD MINIMUM OF 14° FROM EQUIPMENT CONCRETE PAD, SPREAD FOOTING, OR FENCE, 17. EXOTHERMIC WELD GROUND60NNECT1ON 1O FENCE POST: TREAT WITH C010 GALVANIZED SPRAY. 16. OBSERVE N.EC. AND LOCAL UTILITY REQUIREMENTS FOR ELECTRICAL SERVICE GROUNDING 19, GROUNDING ATTACHMENT TO TOWER SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS OR AT GROUNDNG POINTS PROVIDED R MINIMUM) 20. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED S OHMS. 21, MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS IS if MEN BENDING IS NECESSARY. GROUND CONDUCTORS ARE 1O BE AS STRAIGHT AS POSSIBLE. 22 NO SPLICES PERMITTED IN GROUND CONDUCTORS. 23. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES 24. GROUND BARS SHALL NOT BE FIELD MODIFIED. 25, ALL HORIZONTAL FENCE SECTIONS TOBE GROUNDED WITH B• SINGLE BARREL GROUND STRAPS. 26.USE PANI SCHEME FOR LOADING ON MGBAS DISCUSSED IN NSTD 119, 336 3, STRANDED CU WIRE NTH GREEN, 606V, THH147IHWN IN5ULATGN. SIZE AS SPECIFIED 1W0•HOLE LUG, BOLTED TO GROUND BAR USING SM'd6 41 VI'SIAINLESSSIEEL HEX HEAD BOLTS AND HARDWARE. GROUND BAR ON WALL, FLOOR 0R ON ANTENNA TOWER CADWELO NTH I3NAWG SOLID TINNED BARE CU IMREOR STRANDEDCU YOREIMTH GREEN, 60DV, 1HHW1HWN INSULATION TO ANTENNA STRUCTURE, BUILDING, RING GROUND OR MGB ' GROUND BARS AT BOTTOM OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION, PANI SCHEME SPECIFICATIONS: PRODUCER (FL CONNECTS TO WIRELESS EQUIPMENT CABINETS, CABLE ENTRANCE GROUND Bh9)CEGB(, MAIN DISTRIBUTION FRAME GROUND BAR )MDFB), AND STANDBY ENGINELENERATOR SET FRAME AND OTHER NOISE PRODUCING EQUIPMENT ABSORBER (Al CONNECTS TO THE EARTH ELECTRODE SYSTEM INCLUDING CENTRAL OFFICE GROUND GRID, BUILDING STRUCTURAL GROUND, METALU6 WATER PIPE SYSTEM ANTENNA SUPPORTING STRUCTURE GROUND SYSTEM, AND ELECTRICAL SERWCE ENTRANCE GROUND NONISOLATED (NI CONNECTS 10 EQUIPMENT NOT IN AN ISOLATED GROUND ZONE 6G2) SUCH AS CBN EQUIPMENT FRAME GROUNDS AND DC GROUND CONDUCTORS FOR DC POWER SYSTEMS THAT SERVE CBN OR BOTH CBN AND IBV EQUIPMENT ISOLATED B) n 1;rn CONNECTS TO THE SINGLE POINTQBRfiCDETAR ), FOR IBN EQUIPMENT CITY OF T UKWILA AU6112019 /1 O 1 03 Qctz 00 nm m LYNX 1 WAVE RCHIA TEXTURE 1133 16410( BEREFT Sw 5077E TJ2 IY701015, WA 90057 0 00: (4251 773.3000 14YONEMNAVFA9GII.DOM DATE BI5•19 PREPARED BY YMl ARRROVED BY JYS SUBLITTALS DAR &t619 FINAL PERMIT 7d&19 PREIMIN4AI PERMIT S,TE SE03545A PACIFIC HWY B 116THIINTERGATE (L600) 12201 111KVd1A INTERNATIONAL BLVD, TUKWILAWA98169 SHEET TITLE GROUNDING PLANS, NOTES, AND DETAILS SLEET NUMBER GENERAL NOTES 2 8 NOT TO SUE GROUND BAR CONNECTION DETAIL AND NOTES PERMIT CENTER E-1 ULYNX Authorized T-Mobile Representative FILE T • smobiiest PROJECT NARRATIVE Eligible Facilities Request August 19, 2019 GENERAL INFORMATION Project Name: Applicant: Parcel Number: Property Address: Zoning: IL PROJECT DESCRIPTION SE03545A Pacific Hwy&1 1 6th/Interga T-Mobile, C/O Lynx Consulting, Inc. John Eder 10427 205th Dr. SE Snohomish, WA 98290 Email:john@j4sitesolutions.com Phone: 253-278-2902 092304-9120 12201 Tukwila International Blvd. C/LI L6 EVIEVVED FOR CO E COMPLIANCE APPROVED AUG 27 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 2 1 2019 PERMIT CENTER On the rooftop of the existing building, replace (3) antennas, replace (3) remote radio units, remove (2) of the (3) existing equipment cabinets and replace with (1) new cabinet for a new (reduced) total of (2), add/remove/replace radios inside the equipment cabinets. 0.D73 VLYNX Authorized T-Mobile Representative !IL NARRATIVE FOR NONSUBSTANTIAL CHANGE Applicant asserts that the proposed action qualifies as an Eligible Facilities Request in accordance with Tukwila Municipal Code § 18.58.200, and, specifically, does not result in a Substantial Change in accordance with § 18.58.200(B)(7). Substantial Change is defined as follows, along with responses to each section: 7. "Substantial Change". A proposed facilities modification will substantially change the physical dimensions of an eligible support structure if it meets any of the following criteria: a. For towers not in the public rights -of -way, it increases the height of the tower by more than 10% or by the height of one additional antenna array with separation from the nearest existing antenna not to exceed 20 feet, whichever is greater; for other eligible support structures, it increases the height of the structure by more than 10% or more than 10 feet, whichever is greater. Changes in height should be measured from the original support structure in cases where deployments are or will be separated horizontally, such as on buildings' rooftops; in other circumstances, changes in height should be measured from the dimensions of the tower or base station, inclusive of originally approved appurtenances and any modifications that were approved prior to the passage of the Spectrum Act. The proposal does not increase the height of the building or the existing antenna tip height. b. For towers not in the public rights -of -way, it involves adding an appurtenance to the body of the tower that would protrude from the edge of the tower more than 20 feet, or more than the width of the tower structure at the level of the appurtenance, whichever is greater; for other eligible support structures, it involves adding an appurtenance to the body of the structure that would protrude from the edge of the structure by more than 6 feet. The proposal does not add an appurtenance to the building that would protrude from the edge of the building by more than 6 feet. Project Narrative — EFR 5E03545A Pacific Hwy&116thAnterga (L600) Page 2 of 3 ULYNX Authorized T-Mobile Representative c. For any eligible support structure, it involves installation of more than the standard number of new equipment cabinets for the technology involved, but not to exceed 4 cabinets; or, for towers in the public rights -of -way and base stations, it involves installation of any new equipment cabinets on the ground if there are no pre-existing ground cabinets associated with the structure, or else involves installation of ground cabinets that are more than 10% larger in height or overall volume than any other ground cabinets associated with the structure. The proposal does not add any additional equipment cabinets. If fact, it reduces the number of equipment cabinets from (3) to (2). d. For any eligible support structure: (1) it entails any excavation or deployment outside the current site; The proposal does not entail any excavation or deployment outside the current site (2) it would defeat the concealment elements of the eligible support structure; or The proposed replacement antennas will be flush -mounted in the same locations as existing, and will be painted to match the building. The equipment cabinet location will remain fully screened. (3) it does not comply with conditions associated with the siting approval of the construction or modification of the eligible support structure or base station equipment provided, however, that this limitation does not apply to any modification that is non -compliant only in a manner that would not exceed the thresholds identified in this section. The proposal complies with the conditions associated with the siting approvals of the existing wireless communication facility. Project Narrative — EFR SE0354SA Pacific Hwy$c116th/Interga (L600) Page 3 of 3 C ENGINEERING 250 4th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 civil & structural engineering & planning FILET • Mobile STRUCTURAL ANALYSIS REPORT SE03545A Pacific Hwy & 116th Intergate Rooftop Site REVIEWED FOR CODE COMPLIANCE APPROVED • AUG 2 7 2019 City of Tukwila BUILDING DIVISION 12201 Tukwila International Boulevard Tukwila, WA 98168 RECEIVED CITY OF TUKWILA AUG 21 2019 PERMIT CENTER 08/13/2019 CG Project No.: 19048.604 b iq- Den3 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-3 SITE DATA 4-8 LATERAL LOAD CALCULATIONS 9-10 APPURTENANCE & MAIN STRUCTURE ANALYSIS 11-15 ARCHITECTURAL DRAWINGS (EXCERPT) Al -A$ PREVIOUS STRUCTURAL CALCULATIONS (EXCERPT) A9-A15 T-Mobile SE03545A Pacific Hwy & 116th Intergate— 19048.604 Structural Analysis Report Aug 13, 2019 Page 1 INTRODUCTION CG Engineering was retained by New Wave Architecture (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 structurafi 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 flush -mounted to existing steel screen walls and penthouse walls on the rooftop of an existing building with an overall height of 73'-10". The equipment is mounted to a steel mounting skid on the building rooftop. The Client provided us with structural calculations prepared by Cornerstone Engineering dated 07/08/13. 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 A (1) Panel Antenna Model No. SBNH-1D65C-V1 (2) Panel Antennas Model No. TMZXX-6516-A2M (1) FRLB (1) COVP (1) FRIG (1) FHFB (1) TMA (1) Commscope Panel Antenna Model No. FFHH-65C-R3 (2) Panel Antennas Model No. TMZXX-6516-A2M (1) AHLOA (1) COVP (1) FRIG (1) FHFB (1) TMA Mount antennas & RRUs to exist steel flush mount B (1) Panel Antenna Model No. SBNH-1D65C-V1 (2) Panel Antennas Model No. TMZXX-6516-A2M (1) FRLB (1) COVP (1) FRIG (1) FHFB (1) TMA (1) Commscope Panel Antenna Model No. FFHH-65C-R3 (2) Panel Antennas Model No. TMZXX-6516-A2M (1) AHLOA (1) COVP (1) FRIG (1) FHFB (1) TMA Mount antennas & RRUs to exist steel flush mount G (1) Panel Antenna Model No. SBNH-1D65C-V1 (2) Panel Antennas Model No. TMZXX-6516-A2M (1) FRLB (1) COVP (1) FRIG (1) FHFB (1) TMA (1) Commscope Panel Antenna Model No. FFHH-65C-R3 (2) Panel Antennas Model No. TMZXX-6516-A2M (1) AHLOA (1) COVP (1) FRIG (1) FHFB (1) TMA Mount antennas & RRUs to exist steel flush mount Cow ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 I f. 425.778.5536 www.cgengineering.com * T-MmbileSE0]S45APacific Hwy &116th|ntergate-19048.604 Structural Analysis Report Page 2 Aug]3, 2019 The coax cables that serve the antennas weigh less than 5|b/ftand are therefore exempt from the requirements of Chapter 13 of ASCE 7. ROOFTOP EQUIPMENT PLATFORM All loading for the rooftop equipment was provided to us from the client. The client is proposing the following modifications at the equipment cabinets: Remove (1) FCOA Cabinet, Remove (1) Ultrasite ANALYSIS CRITERIA The parameters in the following table were used in our analysis of the structure based on its location. City ofTukwila, VVA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice (3'sGum): 110mph RbkCateBory: U S6s: 1.009 Exposure: B Kzt(A5CE7'D0): 1.0 5d1: 0.568 Notes: 1.Refer tothe attached topographic profiles used tudetermine the topographic factnr 2. Parameters based on the 2015 International Building Code (IBC) and referenced standards. APPURTENANCE Ym0W N$TRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined to be sufficient to support the proposed loads. Additionally, the existing structure has been determined to be sufficient to support: the proposed appurtenance configuration. 0ATIONS We have determined that no upgrades to the existing building and screen wall structures are required for the proposed T-Mobile installation as described in the appurtenance configuralion table above. However, the existing antenna pipes require upgrade. * Appurtenance Anchorage: The proposed antennas shall mount tonew 2-Y2°standard pipes onthe outside ofthe existing screen wall on the existing mounting brackets. 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. Equipment Anchorage: Anchor the new HPI-3 cabinet to the existing steel platform with (4) Yz" dia, thru bolts, (1) each corner. CONDITIONS OFANALYSIS This structural analysis is based on the documentation that was available to us. CGEngineering 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. = �� ENGINEERING 250 4th^venue South, Suitez00 Edmonds, vvA9DOZ0 nx«2*,77n.xsno | t4zsJ7u58s T-NpbileSB8S4SAPacific Hwy &116th|nergate-19040604 Aug ll2D1 Structural Analysis Report Page Our analysis bbased onthe assumption that the originalstruc1unu|designandaUsubseouentstnuctuna| 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 to us by the Client for our analysis: 1. "SE03545A Pacific Hwv& 116th Interqate", Architectural Drawings by New Wave Architecture, dated07/1D/2D19 2. "Structural Calculations for installation of Telecommunications Equipment, by Cornerstone Engineering, Inc. dated O7/O8/2O13 FENGINE-ERUNG zsomhAvenue South, Suite zoo Edmonds, ww980o ph. 425J78.8500 \ f.uzs.7rBasss 3165019 L1TC Hazards by Location Search Information Address; 12201 Tulmla International 9Nd, TukwGa, WA 98168. USA Coordinates: 47.4931201,-1222937124 Elevation; ft Tlmestan>p: 2019A8.0Tr05:2323,927Z Hazard Type: Seismic Reference ASCE7.10 Document Risk Category, II She Class: D MCER Horizontal Response Spectrum Sal9) 1,4 1. 1, 080 0,80 0.4 0.00 0.0 1,0 2,0 Basic Parameters Name Value Ss 1514 St 0,560 SNS 1514 S„1 0052 Sus l.0 301 0,586 'Additional info Name Value 9DC D Fa 1 3,0 4,0 5.0 6.0 ATC Hazards by Lomb 7,0 Pelee! is) Description MCER ground motion (pedo00,2s) MCER ground motion (pedodo1.0s) Sile•modmed spectral aoaelaraaon vales Slte•rrgdfled spectral acceleration value Numeric eeisn* deign value et 0.2s SA frume It saismiedesgn vane el1,Ds SA on Description SeismIcdesign category Site amplification factor at 0,2s Fv 1.5 She ampU9cadon factor at 1.0s Design Horizontal Response Spectrum 0,0 1,D 2.0 3.0 4.0 5.0 6.0 7,0 Period is) 64i/201S Cfks 0.937 Coe 5cient of risk (0,2s) CRI 0.92 Coecientofrisk (1,0s) PGA 0.63 MCEG peak ground acceleration FAA 1 Site ampr0ca0on leder at PGA PGAM 0,83 Site modified peak ground acceleration IL 6 Log -period transition peeled (s) SsRT 1.514 Probabilistic 60 targeted ground motion (0.2s) ATC Haaarde by Location SsUH 1.616 Factored uniform -hazard speccalacce!eralion(2%probability of erceedance in 50 years) Ss0 3.549 Factored deterministic acceleration value (0.2s) S1RT 0.568 Probabilistic risk•targetedrood motion (1,0s) SIP 0,818 Factored unilonrbarardspectral acceleration (2%probability of ezceedance in 50 years) S1D 1.249 Factored deterministic accetra6mvalue (1.0s) PGAd 1.340 Factored deterministic acceleration value (PGA) The mutts /notated here DO NOT retell any slate arlara/ amendments to the values or any delkteallon Imes mode durhg the builrftng code adoption process. Users should conenn any output obtained from Nils tool 'Oh the local Anent Having Judsdic5on Wore proceeding eh deafen Disclaimer Hazard loads are provided by the U.S. Geological Survey Seism Design Web Services. Wile theInformation presented onthis wet iteIsbelievedtobecorrect,ATCandItssponsorsandcontributorsassumeroresponsiblttyor IIebley for its accuracy, The material presented In tin report should notbe used or relied upon for any spot application without competent esarmnation and verification of its accuracy, sultebliry and applicability by engineers or other licensed professionals. ATC does rot Intend that the use of this Information replace the sound judgment of such carnpotenl pmtessbnds, havhg experience and knowledge In the field ofpractice, nor to substitute for the standard d care required of such professionals In interpreting and appying the insults of the report provided by 6r4 webstte. Users of the information from 60s websls assume all liability adsing from such use. Use of the output of this webehe does not Imply approval by the governing bolding code bodies responsible for buldng code approval and Interpretation for the building she described by Ia6ludeBanglude Wain In the report hllps:liasardsatcan or0useisnk7let.47,493120181ng=12220371243address12201TukwleInternationaland%2CTelwle%2CWA98188%.,. 12 hllpaThra dsatmtnal.og aaismic.Nor-47.49312016ng-122,29371248addresno12201Voila lnlemetlonel6Nd%20Tulm0a%2CWA98166%... 212 DELORME Topo North AmericaTM 10 H : PO - )11, Apaimi allitIPAllasi Warr tio 1111 • 1111 0 iIII iiuiiwiw 111 1 iiir • •..a1 ' II • 1111 'II 111111 1$White Cn 11111 11 1111 11111 uii .. BM 0 in irqincA '108 ;ST 1 i• 1iiiii< to rn , 1111111111111111°)* < 01111111111 401.9 ft 300 ft — 200 ft — 100 ft — 0 mi 2640 Lin Dist: 4.0 mi Su nydal- 4 F e C.a arsiFIv6 Corners Fla a ' • .77,>L173 Terr Dist: 4.0 mi qui • 11 mill • filth, Hike- 161011111\i"ake-IR' s-a NGOR. 6; n siihr War ['jVa� ,1•1.'.. ' ;.„, ,t7if kr 1 ..1. 2 ml 2.50 ml Elev Gain: -361.2 ft 3.50 mi 4,01 mi Avg Grade: 2 Climb Elev: 58.6 ft Desc Elev: 419.8 ft Max. Elev: 401.9 ft Min. Elev: 6.7 ft Climb Dist: 1.4 mi Desc Dist: 2.5 mi Data use subject to license. DeLorme. Topo North AmencaTM 10. www.delorme.com TN tMN (18.2.E) Scale 1 : 62,500 114 2 1" = 5,208.3 ft Data Zoom 11-6 5 DELORME 11101Irja. :171 Sea urstaiir Lbi Eatrogragrallintlitgirat 1 2N st 11,919412111,-111111101 1111111 I 8 yda e IIiI ID corre a 432.6 ft 300 ft — 200 ft — 100 ft — Topo North America"' 10 IA MEM ° • uNEN ERS NST, Ili 1114; e :ea 0+ 111111161 Illat, ' k Illihti rirTain 55 NGORS Ispilillik itri --__ — 1111111h mill ' • , ,..,. , -.',. IIIIe rd'Par Oft — 0 mi 2,640 ft 1.50 mi 2 m 2.50 mi 4,02 mi in Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: -32. Avg Grade: 6 Climb Elev: 642.9 ft Desc Elev: 675.0 ft Max. Elev: 432. n. Elev: 9.8 ft imb Dist: 2.0 mi Desc Dist: 2.0 mi Data use subject to license. DeLorme. Topo North Americem 10. ww.delorme.com T22 ir MN (16.2112 Scale 1 : 62,500 12 % I 2m. 2 1" 5,208.3 ft Data Zoom 11-6 1‘) .1 DELORME Topo North AmericaN 10 63, tSW 441i ^N� +13 407.2 ft — 300 ft — 200 ft — 100 ft — Oft 0 mi ve'Comers Elve.Comers PlazaF 2,640 ft 1 mi S 161ST j 1.50 mi Wt!stDuw®mis a;41) vol 2ti I� a :a ,0 a 5158Tt .S 15 T .;w ... tn`�j ..5;16 zSTS.. 2 mi 2.50 mi 3 mi rk8R EV'NS B LACK:DR 3.50 mi 4.01 mi 0 te In Dist: 4.0 Terr Dist: 4.0 mi Elev Gain: -214.8 Av Grade: Climb Elev: 524. Desc Elev: 739.7 ft Max. Elev: 407.2 ft Min. Elev: 8.4 Climb Dist: 2.1 mi Desc Dist: 1.9 mi Data use subject to license. © DeLorme. Topo North AmericaTM 10. www,delorme,com TNI MN(tEYE) Scale 1 : 43,750 Y. x w 1" = 3,645.8 ft Data Zoom 12-2 9- DELORME Topo North AmericaTt' 10 s SW 14 TH"S nnydale• . S.146TH Sr t.Duwamis__ N47° 29.587' W122 17.623' Al entow REM e Ridge 28_ST '12lrwsT ,Soule rd''P rk oriel Park 267.6ft — 200 ft — 150 ft — 100 ft — 50 ft — Oft 1 0 mi 2,640 ft 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.00 mi Lin Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: 40.1 ft Avg Grade: 4 Climb Elev: 528.9 ft Desc Elev: 488,8 ft Max. Elev: 267.6 in. Elev: 25.7 Climb Dist: 2.2 mi Desc Dist: 1.8 mi Data use subject to license. © DeLorme. Topo North America'," 10. www.delorme.com TN* t 1.94 (16.2 E) Scale 1 43,750 Y. 1% 2 hn 1" = 3,645.8 ft Data Zoom 12-2 Seismic Force: Seismic Load Calculation for Components and System (Reference: IBC 201S Section 1613 & ASCE 7-10 Section 13.3) 0.2s Spectral Response Acceleration, Site Class B, 5, 1.0s Spectral Response Acceleration, Site Class B, 51 Site Class Seismic Design Category Site Coefficient per S, & Site Class, F, Site Coefficient per S1 & Site Class, Fy SMs = F,S, SM1= Fv51 SDS = 2/3 SMs Sol= 2/3 Sim jPer ASCE 7-10, 13.3) Component Amplification Factor, op Component Response Modification Factor, RP Component Importance Factor, I, Component Operating Weight, We Height in structure at lowest point of attachment of component, x1 Height in structure at highest point of attachment of component, 11 Average Roof Height of Structure, h Seismic design force, Fj, 1.514 (ASCE 7, Figure 22-1 thru 22-6) 0.568 (ASCE 7, Figure 22-1 thru 22-6) 0 (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) • 1.514 (ASCE 7, Section 11.4.3) 0.852 (ASCE 7, Section 11.4.3) • 1.009 (ASCE 7, Section 11.4.4) = 0.568 (ASCE 7, Section 11.4.4) 2.5 2.5 1.0 Wp 73.83 73.83 73.83 (ASCE 7, Table 13.6-1) (ASCE 7, Table 13.6-1) (ASCE 7, Table 1.5-2) (lb) (ft) (ft) (ft) 0.4ap5osWp (1+2z/h) RP/lp Max. seismic design force, Fpmi, = 1.65mIpWp Min. seismic design force, FProtn 0.35D,IpWp Seismic design force at lowest point, fps = Seismic design force at highest point, FP2 = Min. seismic design force, Fpmip = Max. seismic design force, Fpm„ = 1.211 Wp 1.211 Wp 0.303 Wp 1.615 Wp Seismic design force, Fp (ASO) _ 0.865 W, (Eq. 13.3-1) (Eq. 13.3-2) (Eq. 13.3-3) Fp(Avte 1.211 C O ENGINEERING 250 4th Ave. South Sulte 200 Edmonds, WA 98020 Description By NAE Date 8/8/2019 Checked Seismic Loads For Components & Systems Date Project SE03S4SA Pacific Hwy & 116th lntergate Stale N.TS. lebNe. 19048.604 Sheet No. i Wind Load Calculation for Other Structures (Reference: 2015 IBC Section 1609 & ASCE 7-10 Chapter 29) Wind Velocity Pressure: Average Roof Height of Building. h (ft) Height of Other Structure, z (ft) Basic Wind Speed, Vs, (mph) Exposure Category Risk Category Velocity Pressure Exposure Coefficient, Kz Topographic Factor, K. Wind Directionality Factor, Kd Velocity Pressure, qz (psf) Design Wind Load on Other Structures Gust Effect Factor, G 73,83 (Per Architectural Drawings) • 73,83 (Per Architectural Drawings) • 110 (ASCE Figure 26.5-1) • 8 (ASCE Section 26.7.3) (IBC Table LS-1) • 0.90 (ASCE Section 29.3.1 & Table 29.3-1) 1.00 (ASCE Section 26.8.2 & Figure 26.8-1) • 0.85 (ASCE Section 26.6 & Table 26.6-1) qz = Net Force Coefficient, Cf Projected Area Normal to the Wind, AI o r A (ft?) = Design Lateral Wind Load, F (lbs) 0.00256KaztKdVA2 (ASCE Eq. 29.3-1) 23.79 psf 0.85 (ASCE Section 26.9) 1,4 Nor A, qzGCfAf (ASCE Figure 29.4-1 to 29.5-3) (Projected Wind Area) (ASCE Eq. 29.5-1) LRFD F = 28.3 psf x A, ASD F = 17.0 psf x A, K, or Kh (ASCE Table 29.3-1) Height Z (ft) Exposure B Exposure C Exposure D 0 0.57 0.85 1.03 15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1,22 SO 0.81 L09 1,27 60 0.85 1.13 1.31 70 0.89 1.17 134 80 0.93 1.21 138 90 0.96 1.24 140 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 155 180 1.17 1.43 1.46 1.68 1.61 200 1.20 ENGINEERING Suite 200 Edmond, WA 98020 OtoOrlotloo NAE Otto 8/8/2019 ch.‘kea Wind Loads For Components and Systems Poo Prefect SE03545A Pacific Hwy & 116th Intergate Rale N.T.5 fohNo. 19048.604 Shen No. ID ; 1 1, I ;1. • < i JCE A-P/' i i I ; . 1 . . i ; 1 . 1 . 1 , ; . ; . . i -1- ;;;.! 1 .- r t I i I i : ! i et i topg..$*1-- c,AC, _sEr.To ;-- , , ! ...... : 1 ! , . ILLYMO . : H 20:" . , . . . . , . . , . . . I I . . . . . . , . . . . . . . t : . . . : . . . . . . : . .• . : . . . . : . . , ; • ; I . : . . . . , . .• . , , . . . , oJL ' • Ct.' L A! ! ! COV • ! tkrr dt) :, Ag-EA; LF1-2); 51-- ; Or! ; 1 . ' . 1 1 : ; 1 , , I , • i 1I1 . • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgenglneering.com Description By AlArE- Checked Dateas/of Date Scale Project cF-03 5 A PAC PI (NY I PT." T L Job No. 690 et Sheet No. I ! , , i t ettti-frz.„e; A .-- I : : .....„,...._ v i , "i " F-:.: *Zti3 -4;" (ix r.: :4:-:-. C,L.)v,(YS 1 1 //t, 00.30.:szo6)(127.49*P4.-) o r i , op: .,4 '1, :: l''''':117-607- ; : ; I . 1! ! I ''' 144. . 7"14,,,,o. ''''..• O. IS: •;L• 1,-0! . • ' ihi ' ' • ; ! ! - ...1. .....J.............!,...- --;,--....,1-...........144.......; ._ :41414 ..7-7...Q,..qt........4,. 1,. Q.-, • . , P/P.0pr -.4, ig: .. . . . . •• . . EivE144"...c,„.; ..„ • • • , , . . • . . . 1 . . • . . • , . • . . , • :, . , • . : : . . . . . . . ? .-• . . . . . , . . , . : . 1 i r • . . . , . . 6 -14 E-t.- 4--10g 1 F_ at1T-AiL i A -Ai (71, i... ! : I Kv - (o.6,)(2.3%), ) //z. (12,7 &, rt+0,k,7s.xtvi-,7i-))-7.- gzi,"7„. , . . 1,61)9:1 .#):, =it ti h!g_t- r ".., /.6?,9/ l'iti 41/4" 4PC44:I. ir t • , . , , ,004",eliti r , ! + : --; all 44:0- / , : ! ; : ',S----•!:- ii..... .„••••••.,,.. .....1..........,... ,,,„.„.!:.... ''' i .. I ..... ..;.. . • ,......,.•,•;. , „1 " ,,,. ; ; . ',: ..,..1, , ,„ ,!., . • . • • . 0_4 1-1-:&'1 , (,4-E-014„ / 477-Atf(E,A! • ENGINEERING 250 4th Ave. South 5ulte 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By Xi //Fr Checked Date 0 g/0 Date Scale AJ Prpject 5503SIISN Fit- 'HWY lob No, lyolz. o Sheet No. rLA Tie ekes Lire 1 You can e 'Saltlrigs' menu m and lien using the 'Ringo & TIle Bed' relolon, line 6 muse 13 AUG1019. 1:2031 odkate93144330 3E3230 helkgel lialinel)D33fireffroskf,th ' ' " 4emolairriAlBatm.c.X.1,6/01a, mit1a19.13, Project Title: Engineer. Project ID: Project Descr. us.s my:April 55 og eircuirAN N: Pipe CODE REFERENCES Calculations per AlSC 35040, IBC 2012, CBC 2013, ASCE 7.10 Load Combination Set: ASCE 7-10 Material Properties Anaysls Mehod ; Allowable Strength Design Bean Bail: Completes U6aaed Pantie Ads Major Ms Bending W(Q23 Fs &Weld 35.0 k.1 E Mosislus ; 29,000.0 kei W(D 2381 f Dtps2-1/28t0 ( P1w2-insTo DIpo24/2STO Spem • 2.30 It Span • 10 11 Sponz2.5011 Applied Loads B3am selliwah1NOT Inearnalv ululated ma added Loals) fee Sean Nodes 1 Paint Loal : $.0.2350@0.01 n Numter 3 PdMLoo: W=0235042.505 DESIGN SUMMARY Masinium Bending Stress Ratio: Seam u$ee set tras span Ma :ARM MA I Omer :Monist Lee Contanation Loction or maim on span Spatl eltaa rnaiTurn colts Masimum Deflection Max Doserward Transient Danner Mu Upward Transient Deflection mu Durward Total Deflection max Upward Total Deflection Service ioads entered. Load Factors will be applied for calculation& 0,149: 1 Makin their Vasa Ratio Plpe24/231D Sectioa used for this span Va : Appied VIVOrriego : Atlantic Lced Cornblnaton lac* of mainium on saw Spar Pierre mairnum craws 0.357 Ir-a 2.393 WI 4000,67+11 23405 Scale 2 0,143 'm Ratio 4028 in Ralt , Ratio 0.01741 5)4 419 >=1C0 1,291 >.100 700 )-100 2153 )=10e — 0.014 1 Pipe2-112STD 0,1428 k 10,123 k +040,80W441 0.000 5 Span 41 Vertical Reactions Supped olio, :FE len Is ai Values In alPs WI WW1* 401 1 31411041 Suppose Nell/Am Oa/Kim 43.4 ,0.011 .04:41 .040,15C041153.41 1714 414W .0.0,10E4i •O*0,1581.0,15000.6W41 414,1301.4.790300.450W41 .0.e,1501.4.7503.032511541 .0.010.0801800,6011 4240.0,705.011$1 0 Only V Only 1.0nY 0.23$ 0235 0.307 0,1 0143 0,10 0107 0.107 CP 0.101 0,110 0,143 Title Blorak Line 1 You om diariga Vas area ustrg the •Salttge BIM ere Men using a 'Printing Title Block' selectlen Title Block l'ane Steel Beam MON: Pipe Mort Vertical Reactions Project Title: Engineer, Project ID: Protest Dena T41440304SE031113 Nate supponottin: Farhat ei PAntect 13 AUG N19, I:30PM V4.e54KIPS 1.VEDDINEEVJG laid evriailatm S40 W Orly ED* Only WV SuPOce13 &Toon 0238 02$ . « « 1 IJ._ , : i 6. 4-1FitZ.- i A-q-,c,' . . 1'0 Iti I , (Aso> ,ixpottp APPOLT ' ! , .....,(1/2„)(v.Lyi7,0p5fyi‘g.'?5..,,t- z.ifrzt . ! - , . t : .. • • . . . t _.. ,PE, ,L,..I5C;r! 77.);)•aLt .1.71.. . ! • 1• 411.1s > 5/1" A-50 - :e• : ..6471Eck 60.)put,4irf_P apbil) 2,1 t •&, 1?!1*,) Arf,ovE , . Akt, __VOL .4.P ..5tj.E,r..7-...,e,Oc)e, Aii. At (Alt4fritk !S47T) 4 To 'ef4/,\47/7--,ty, Ok 3t1 1 Ai5pEcP9A-Li .• . . . : . . .. I « t . i - . t . , . . t t t - ; . I . .. . . t ! : i t 1 i - I';; • ; « . . .. : I 1 ! . i I ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By AiArr, Checked Date OV/CIM Date Projectf-py liOTO arri-gbpr7-6.- Job No. 191:41- 1° Sheet No. 1 3 IV-12 Connections for Use with the 20 Table IV - 8c (in.) 0.024 0.036 0.048 0.060 0.075 0.090 0.105 0.135 0.165. Bolts Bearing on Connected Members Outside Sheets of Connections Without Washers on Both Sides Standard Holes Bolt Hole Deformation Not Considered 1/4 5/16 0.599 0.911 172 152 1.90 2.28 2.66 3.42 4.18 0.683 L14 1.52 190 2.37 2.85 3.32 4.27 5.22 Nominal Bearing Strength, Pn, kips' Fu a 45 ksl Nominal Bolt Diameter, In. 3/8 0.740 1.35 1.82 2.28 2.85 3.42 3.99 5.13 6.26 7/16 0.772 1.48 2.13 2.66 3.32 3.99 4.65 5.98 731 1/2 0.776 159 2.40 3.04 3.80 4.56 5.32 6.83 8.35 9/16 0.820 167 2.58 3.42 4.27 5.13 5.98 7.69 9.40 5/8 0.911 1.72 2.73 3.74 4.75 5.70 6.64 8.54 10.4 3/4 109 1.75 2.96 4.18 5.70 6.83 7.97 10.3 125 1/4 5 1.32 1.75 219 274 3.29 384 4.94 603 0263 165 219 274 3r43 411 480 6.17 7.54 3/8 7/16 1/2 107 i.95 263 329 411 494 5.76 7.40 9.05 111 214 307 3.84 480 676 a72 8.84 10.6 1.12 229 3.46 4.89 5A8 6r58 7.68 Note: 1. Available Strengths ASD: Pn/ L2 LRFD, LSD: en Table IV - 8d [Factored Resistances] are: Bolts Bearing on Connected Members Single Shear or Outside Sheets of Connections Without Washers on Both Sides Oversized or Short Slotted Hole Parallel to Applied Load Bolt Hole Deformation Not Considered 0.024 0.036 0.048 0.060 0.075 0.090 0.105 0.135 0.165 0.443 0.850 113 142 177 213 248 3.19 3.90 5/16 0.490 0.926 L42 1.77 2.21 2.66 3.10 3.99 4.87 Nominal Bearing Strength, R,, kips' F„ = 45 ksl Nominal Bolt Diameter, In. 3/8 0.538 1,00 1.58 2.13 2.66 3.19 3.72 4.78 5.85 7/16 0.595 107 168 2.41 3.10 3.72 4.34 5.58 6.82 1/2 0.680 114 L77 2.53 3.54 4.25 4.96 6.38 7.80 9/16 5/8 0.765 L21 1.87 2.65 3.81 4.78 5.58 7.18 8.77 0.850 1.28 196 2.77 3.96 532 6.20 7.97 9.75 3/4 1.02 153 2.15 3.01 4.25 5.70 7.34 9.57 117 65 ksl 72 494 7 Q2 (ASD) - 2.50 (LRFD) F 0.60 (LSD) = 0.50 Nominal Bolt Diameter, In. 1/4 5/16 3/8 7/16 1/2 9/16 0.640 123 1.64 205 258 307 358 4481 5.63 0.708 1.34 205 258 320 384 4A8 5.78 7.04 0.776 1.44 229 307 3.84 4.81 537 a91 845 0860 1.64 2442 349 4A8 537 1327 8.06 9,85 0983 1.64 258 368 5.12 6.14 717 921 1L3 111 1.75 270 3.83 5J50 891 808 10A 127 12.3 1.85 283 4.00 5.72 7.68 896 115 14.1 Note: 1. Available Strengths ASD: Pn/ 0 LRFD, LSD: 4)Pn [Factored Resistances] are: 434 6,14 823 108 138 182 0. 0 0 Tabie O. 0.01 0.0) 0.0 0.0 0.1 0.' 0.: tt, 1 StgfatEiti, • 1 t 1 t ' : t I • i 1 . . 1 • I I t 1 i t : 1 I : i tt i I i . , ,......:_ ! ; • ; , :' . 1 . . . i1 . v ...1.1i,..1.4...—....i......, , t e 11 i 1 1 1 • , . • . I . . . t . . a i • , , , . . , ..k, ,,_. ?..0.6.0.•.Tp.g)!...-_. '.a„3_,i5....e4.,F-4.<14.17.b...._.....----,....43pLeci;-_.....(*p ..„.......i___„1..,__.. _ ! , sTAND cop k 71,4. 131 -II, t ' : t I.• • ' 'Or- , I i)(i6q;, 7!')(1/0eF) -':1- _$.5.0. ...!.>(, ; ; i ,.... 27i,.. ----- 131.11. - 44-1 . t. . . . . . . • . t . . . .: •A51 , t , 1 .,...v..1._ . I i A2„; 1 (1P-'71i" • .4.?c) , , t , i t ' z*1--Ei- -friltiis ,,, ..--..,. t..,..• LIP' P51 : tr2-- Y•L'' " .: ! (6.-i).1,Bt-1 ! 1 i t ga' , : !• 1:E61)7-. — O.L2.,SS-1,' --=' 35.2-. e..-. LH 1, 1 . -10,-- -i" %?..,"1?4,,,'" -.- — 351',.12;1g.-i)e ''; ;4 ' by.' ' -i'''''''.-... ''''-• : ' ' .! ; — i 1...:110-.7- 1 .4- .,., • PE-V-- F ! ; • , • ENGINEERING 250 4th Ave. 5outh Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By Dategio,M Checked Date Scale Project.r,(3351.1SIbc FIG +lutti /,uraigliE.• Job No. pi Mt • to Sheet No. tS 4 4 i 4 I i 4 4 4 4.:.4i4_4... .......La............4.4.44..... .....4....44.4 4 I -4. 4 OM Till titti . 1 1 , .1 i i 1 1 i i. .1- ! i ! : , t , 1 , • 1 I ! 1 1 (ticfc." I 1 i 1 i = i I i I i 1 I i • , i 1 1 , , , , 1 , , , , „_....._..i..._ ......_k_....i___................... t , , • , , i I , t • , I. i. 1 •••, . , . , : • i , , , • , , ; , /....z..' .• : • , ; . .• . , , . • • , , .• .• i , , • : , : , ....... .: . „ . ; . „ . „ . , .• , All i .....I...„ ...., i .,....2..:' J. 1..". ! .... t i ! ; , ; . 5 i 5 ... zi 4,',1.1 >,..•:/'.` o , ' . 5 . 5 . 5 .. 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Scale Proj `t_Gt_bs C44 b No. Sheet No. I i ; ' I 1 , I , i 1';‘59-i ; ! , .‘.. ,..H Di ' 44',—li - -- I- 1. . .i..-At-- '...-..-es-•'' 1 .•-• i 1 070) .i — ,..Z.e.e.), 43,,,F TT= // 33• 4'• )(+" sro . , . , . . . . . . . . .. . . . : , . LOAL CAE. c>4 6oVERes RY //t/Perziox.i. 06S2-106 ..T.U„1; 074 PE4 . . . ; . , . . , . . ; . .. .. . . . • .. ; . . .. , . . . i • ,... . ; ... . , . I , ... , . . . . , . .. . r. ......i., : ' . ... , . i ... .... ... . . , . . : •.„ ............•......... • . - ..... : I I I f 1 . , . : i . • ; . . . . . I . . . . . . , I • .. : .. . . . . . . . : . . , . . ... . : , . ..- . . ! : i. . . - : . I i ! i . I , „ ! ; , , . , f . I i . : . . ,.. ; t i , . . . . . , i . . . ... • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgengineering.com Description By 4114-E_ Checked D•ate os- fay ti Date Scale 417-5 Project SA, 4_1(4)y hmum Job No. Sheet No. Project Name: Pac HWY Model: Beam/Stud —1 Code: 2012 NASPEC [AISI S100-2012] Page 1 of 1 Date: 08/12/2019 Simpson Strong -Tie® CFS DesignerT" 1.5.0.0 12.50 L 1 22.60 P2 PI Reactions and Connections Number of Connectors Required at each Reaction: 1 No. of No. of Simpson Req'd Req'd # Strong -Tie screws to 12-14 Support Reaction (Ib) Connector stud Anchors R1 156.85 No Solutions R2 125.65 No Solutions Total Vertical Shear Carried by Connectors (Ib) : 0 Bridging Connectors - Design Method = AISI S100 Simpson Strong -Tie Span/CantiLever Bridging Connector Stress Ratio Span N/A Shear and Web Crippling Checks Bending and Shear (Unstiffened): 54.6% Stressed @P1 Bending and Shear (Stiffened): NA Web Stiffeners Required?: Yes @R1 Point Loads P1 P2 Load(Ib) 78 -78 X-Dist.(ft) 7.00 9.50 Section : 600S200-33 Single C Stud Fy = 33.0 ksi Maxo = 1023.1 Ft -Lb Moment of Intertia, I = 2.06 in^4 Va = 638.1 Ib Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Reactions have been multiplied by 1.0 for opposite load direction for connection design Flexural and Deflection Check Mmax Mmax/ Mpos Bracing Ma(Brc) Mpos/ Deflection Span Ft -Lb Maxo Ft -Lb (in) Ft -Lb Ma(Brc) (in) Ratio Span 544.3 0.532 544.3 48.0 1023.1 0.532 0.163 LJ920 Distortional Buckling Check Span Span K-phi Lm Brac Ma-d Mmax/ lb-in/in in Ft -Lb Ma-d 0.00 150.0 897.0 0.607 Combined Bending and Axial Load Details Axial Ld Bracing(in) Max K-phi Lm Bracing Allow Intr. Span (Ib) KyLy KtLt KL/r (Ib-in/in) (in) load(Ib) P/Pa Value Span 187.0(c) 96.0 96.0 129 0.0 150.0 1833.0(c) 0.10 0.71 SIMPSON STRONG•TIE COMPANY INC. www.strongtie.com 15 . , . „ . . 1 „ t „ . . „ . i ! . . , ! . t i 1 i i . ... i i 4 . ; . 1 1 I 1 i , I ! ! i: '.. I . • i . . . . . .• : ; i 1 5 , 1 i SCP-4410 0,:tvt.-144 f , , t , 61zA I/I : i ; , ; , , : - ; ; , 1 , , a : "Til.- wfg-.;rt.-.2. 1-.v.-it,471-i- , i ,,u4;ot..)(,,ELE....1 CraliMPAgElb it, 74,...ti,g-iepf,t.“„4 L. Dt,51tAkt... wE.LIA-11.7 '4:217- -114-E-. .rxi..772.)tf.6.5._sr.g.0,cr 1 "I 11E,1_.Exts774/& e,,,g-PtOrN 1 sc-, 7 r_ecv.7 /s; A -I _ 4, Y */,40-e,s,e_ri . , ; . TfiZ-- ! W tg,r-L'E.. . .VA t); i p ke .4;1- i p,,,,A... 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Job No. 190 irx• ;EP Date a Xi° 7i/ Date Sheet No. 1°1 ' | i | | ! | ^ ' ' �--| ` - _L ! —4--�--�-�'- ' / / ` ` �--�—�--'�'-f'-`-1--r--�-�'�---�-1--�--�'-j---- ) -�' . � . . . . . . . . . . . iONOL* ! | | !__L_�_-�-_'_--L_��__L____-i � �--|-'-�-� --�-'---r----f-- --|--- -�r -� -�- ---- -- . - --�--`--|-'r-+----�-- --�-- < \ | | ` | | . -4 � | | � � J��s�)�� . -1 � / � | . . . . � -.--��-��--�---��-�--�--`--i--f | | [-� ovscnoum` ! ! � ' By DAf Date Date �ect ^ m� Sheet No. Input Values B= L= d H= Wt= So = 30 In (Least out -out dimension of equipment footprint) 32 in (Equipment Length) 28 In (Distance between anchors/Smallest moment arm) 72 In (Equipment height) 600 Ibs (Equipment weight) 1.009 Applied Forces (LRFD: see previous EQ& Vylnd ca(cs) load Combinations for Max Volift Fut = Seismic Coefficient • Wt = 727 Ibs IRFD Asp FE,=t0.2Sd,Wt= 1211bs EQ 0.9D+1.(1E 0.60+0.7E Fwh = Horiz Pressure • ((B or L)•H) = 453 (bs Wind 0.9D + 1.0W 0.6D + 0.6W FN„ = Vert Pressure • (B•L) = 0 N/A when H>60' overturning Moment MOLE = FEhH/2 = Mono = FwhH/2 = Resisting Moment MR = (Wt)d/2 = Max Uplift 26,162 in-Ibs 16,304 inabs 8,400 In-Ibs LRFD (Ibs/side) ASD (Ibs/side) TE = (1.0MDTE-0.9MR)/d + FE,/2 = 72S TE _ (0.7MDTE-0.6MR)/d + 0.7FE,/2 = 516 Tw = (1.0M-0.9MR)/d + Fw,/2 = 312 TK, _ (0.6MoT,y 0.6MR)/d + 0.6FwR/2 = 169 Max Shear LRFD (lbs/side) ASD (Ibs/side) VE=1.0FE/2 = 363 VE = 0.7FE/2 = 254 Vw = 1.0Fw/2= 226 Vw = D-6Fw/2 = 136 t - Fv Summary of Anchorage Forces LRFD Tension, T = 725 lbs/side Shear, V = 363 lbs/side ASD Tension, T= 516 Ibs/side Shear, V = 254 Ibs/side Summary of Anchorage Use (4) 1/2" dia. thru bolts, (1) at each corner of the unit. O ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Equipment Anchorage NAE Date 7/19/2019 Checked New HPL3 Expansion Cabinet Date Ploled SE03S4SA Pacific Hwy & 116th Intergate Scale Fab Ha. N.T.S. 19048.6D4 Sheet No. 2( PARTS LIST ITEM CITY PART NO. PART DESCRIPTION LENGTH UNITWT, NET WI 1 4 XSLD-A SLIDER BRACKET ANGLE 101n 3.28 13,12 14E2 2 2 X•SLD•BP SLIDERBRACKETBENTPLATE 15314in 8,13 1626 3 2 X•SLD3 SLIDER BRACKET WALL ANGLE 141121n 6,10 12,20 4 8 G5802 518" X 2" HOG HEX BOLT GR5 0.27 2,16 1 i t•' 5 8 G58FW 518" HOG USS FLATWASHER 1181n 0,07 0.56 — 8 8 658LW 518" HOG LOCKWASH ER 0.09 0.21 1 8 G58NUT 518" HOG HEAVY 2H HEX NUT 0,13 1.04 8 8 G12FW 12" HOG U9S FLATWAS HER 31321n 0,03 027 9 8 G12LW 112" HOG LOCKWASHER 1181n 0.01 0,11 V 10 8 G12NUT 12" HOG HEAVY 2H HEX NUT 0.07 0.57 11 4 X•UB1212 12"X2•112"X4-112'X2"GALV,U-BOLT 0,68 263 11 518" 11 4 X•UB1300 1/2"X3'X5'X2"GALVU•BOLT 0.74 2.95 (REF) -` 11 4 X•1.161358 12"X3518"X5-12"X3"GALVU•BOLT 0.77 3.09 TOTAL WT. # 55.18 13116"DIA.X1"TNRUSLOT (REF) 2-3 8" 0R 2.718" 0,0. �ANTENNA PIPE ORDER SEPERATELY 38" (P) DETAIL A TOLERANCE NOTES TOLERANCES ON DIMENSIONS, UNLESS OTHERWISE NOTED ARE SAWED,SHEARED AND GAS CUT EDGES (t0,030, DRILLED AND GAS CUT HOLES #04307•NOCONING OFHOLES LASER CUT EDGES AND HOLES (t 8010'J•NO CONING OF ROLES BENDS ARE3 112 DEGREE ALL OTHER MACHINING (t QOM ALLOTHERASSEMBLY ('O.080, DESCRIPTION SLIDER BRACKET WALL MOUNT 2.318" & NIB" 0.D, PIPE New York NY EnplrearIng AUaem, GA Support Teem: 14,Mpehu, CA 1.888.753.7448 Pymoulh, IN Ur, OR Oda, TX CPD N0, DRAWN 8Y CEK 612712018 ENG.APPROVAL PART NO, SBWM-SPT M�TAAMe1NMIpUMMOM wiMe0/N IOMMNNMNaAINIMPoN4100YM404Me omIMmMNI WMNaA0A1Ne0iN76t NNOMONOmm0e IMMepM1,I I r4Ta OIJKII IRRIMeM ILT1A0hAAee, CLASS 81 SUS 01 DRAWING USAGE CUSTOMER CHECKED8Y BMC 612812018 DWG.NO. SBWM-SPT A yahnont, COMPANY 1545 Pick() Drive Plymouth, IN 46563 Phone: 574.936.4221 Fax: 574.936.8925 Email: SPlEngineering@valmontcom www.siteprol.com Analysis Design Criteria Maximum Mount Height Maximum Ultimate Wind Speed, no Ice Maximum Design Wind Speed, no Ice Maximum Design Wind Speed on Ice Structure Class Exposure Category Topographic Category Maximum Design Ice Thickness, ti Wind Direction Probability Factor, Kd Gust Effect Factor, Gh Capacity Results MoUUT AlLotAJA-gof pAcT/rs 400' 180 mph 3 sec gust 140 mph 3 sec gust 60 mph 3 sec gust I or II B or C 1" (2.75" factored ice) 0.95 1.0 The following factored loads at each mounting location represent the capacity of each bracket based on the criteria and modeling technique described above. Normal Wind Load (no ice), Fno [875 Ib Non -Factored] Tangential Wind Load (no ice), Fto ...... ......... ...... 1400 Ib [875 lb Non -Factored] Vertical (Dead) Load, Fzo 700 lb [583 Ib Non -Factored] Normal Wind on Ice, Fni 225 Ib Tangential Wind on Ice, Ft; 225 Ib Vertical (Dead + Ice) Load, Fzi 900 Ib Normal Maintenance Wind Load, Fnm N/A Ib Tangential Maintenance Wind Load, Ft, N/A Ib Vertical Dead Load, Fzm N/A Ib [ - Ib Non -Factored] Vertical Live Load, LM* N/A Ib [ - Ib Non -Factored] New York Georgia 1-838-438-7761 1-866-901-0303 Indiana Oregon 1-888-753-7446 1,838.880-9191 Califonia 1883-776.1937 Texas 1-888-809-5151 Florida 1-844-278-6371 4118" PARTS LIST ITEM 2 3 4 12' 10" 1" 12" • 0 0 0 0 4" 0 0 0 0 QTY 2 8 16 16 14 16 PART NO. XSP22 SP-2218P G12R-12 SQW12 G12FW G12LW G12NUT PART DESCRIPTION HEAVY WALL MOUNT BRACKET 12" xX 12" WALL MOUNT BACKING PLATE 112" x 12" THREADED ROD (HOG.) 114" x 2" FLAT STOCK 112" HOG USS FLATWASHER 112" HOG LOCKWASHER 112" HDG HEAVY 2H HEX NUT 1/2" U.BOLTS (SOLD SEPARATELY) 518" U•BOLTS (SOLD SEPARATELY) LENGTH 12 in 2 in UNIT WT. 18.18 10.10 0.35 0,27 0.03 0.01 D.07 TOTAL WT. A NET WI 32,32 20,19 2.81 4.26 0.55 0.19 1.15 64.01 TOLERANCE NOTES TOLERANCES DN DIMENSIDNS, UNLESS OTHERWISE NOTED ARE: SAWED, SHEARED AND GAS CUT EDGES (t0,0301 DRILIED AND GAS CUT HOLES (t0.0307. NO CONING OF HOLES LASER CUT EDGES AND HOLES (10,0107. NO CONING OF HOLES BENDS ARE 112 DEGREE ALL OTHER MACHINING (t40307 ALL OTHER ASSEMBLY (P0.050) DESCRIPTION HOLLOW WALL KIT Enpineerinp 5upportTemo: 1168453.7446 A ee New York, NY Mama. GA Loe Angeles, CA Plymouth, IN Salem, OR Dallu,TX CPD ND. DRAWN BY CEK 5/2512011 ENG.APPRDVAL PART ND. SP221 TR101n A IMg:1MMC1 1001 glGUN113AUPOO IPAYD IMATINIeIOLIMIR 116011MNO MOM AMYX Mr. mom on c000urnotourno memo, CLASS 81 SUB 01 DRAWING USAGE CUSTOMER CHECKED BY BMC 612/2011 DWG. ND. SP221 A vatmont COMPANY 1545 Pldco Drive Plymouth, IN 46563 Phone: 574936.4221 Fax: 574.936.8925 EmaiE 5PIEngineerIng@valmontrom www.slteprol.com Analysis Design Criteria Maximum Mount Height Maximum Ultimate Wind Speed, no Ice Maximum Design Wind Speed, no Ice Maximum Design Wind Speed on Ice Structure Class Exposure Category Topographic Category Maximum Design Ice Thickness, ti Wind Direction Probability Factor, Kd Gust Effect Factor, Gh Capacity Results G.f2n_j i4o0A,M ,4u_owABLE_ cAPAcirtS 400' 180 mph 3 sec gust 140 mph 3 sec gust 60 mph 3 sec gust I or II B or C 1" (2.75" factored ice) 0.95 1.0 The following factored loads at each mounting location criteria and modeling technique described above. Normal Wind Load (no ice), Fno Tangential Wind Load (no ice), Fto Vertical (Dead) Load, Fzo Normal Wind on Ice, Fri; Tangential Wind on Ice, Ft; Vertical (Dead + Ice) Load, F, Normal Maintenance Wind Load, Fnm Tangential Maintenance Wind Load, Ftm Vertical Dead Load, Fzm Vertical Live Load, LM* represent the capacity of each bracket based on the 1500 lb 500 Ib 750Ib 438 Ib 438 Ib 1750 Ib N/A lb N/A Ib ...... ......... N/A lb N/A Ib o [875 Ib Non -Factored] [875 Ib Non -Factored] [583 Ib Non -Factored] [ - Ib Non -Factored] [ - Ib Non -Factored] New Yolk 1 888-438-7761 Georgia Indiana 1 866-901-0603 1-888-753-7446 Oregon Gal ifonla 1-888,880-9191 1.888-776-1937 Texas 1-888-809-5151 Florida Z5 1-844-278.6371 SITE NUMBER: SE03545A 0 REVIEWED By John Eder at 4:28 pm, Jul 19, 2019 Redlines on T...1 only REVIEWED By Travis Aaenson afttlairkiii0r;107s,!, SITE PACIFIC Hi116TH NTERGATE SITE LOCATION: 12201 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA 98168 RFDS VERSION: SE03545AL6004.12019-06-25 LOCATION MAP 17RISI 1441, t ;1,1'4,111' $IT .1)34$1 „ . tr..: DRIVING DIRECTIONS RECTORS TO STIR PCII TAW OFFCE . GET CN 1405 S FROM NORIM cAFEIPAY1 ANO NE MTN ST F10LOW1.40SS, 00.520 YO S TO S BOEING AICESS RD IN RAMA TARE EXIT 39 FROM I•5 S MERGE ONTO S BOEING ACCESS PO . CONTINUE STRAIGI ONTO PACIFIC HWY MORA INTERNAIONAt CONTINUE To FouovcruKYALA 1411-pour09M. Avo *mu ktuvRA roGni DESTKATION MIL BE ON TNE MONT Site Acquisition/Permitting: John Eder ; Phone: 2534184902 Email: jOht4sitesolutionicem DOCUMENT REVIEW SIGN OFF SIGNATURE CATE SIGNATURE FRO= MANAGER DEYELTMENr MGM PROJECT INFORMATION / CONTACT ARMAND ToO3112 USA 9 1507 PORN CREEK PIM N BONEIL. WA N011 PROFX AROMEGY. NEW 'OK ARCHITECTURE INC. 1133 IBMI ST. SW, SUITE 222 LYNN1Y200, INA NYYR CONTACT: JAY SEC OFFICE: (ammo myna cro carsurc .11 12311 In AYF NE, &RYE A.100, A WU CODE NORMA Fit3LerY 04181 INIEFRAPONAL GATEWAY MT, LLC SASEY CORP„ FCVTM FlOOR 12201112ONSA YCERNATIONAJ. BLVD, rumml.k wA Ego wriAs. LYNX CONSULTIMG 980 CONTACT: OUYA mimic 2198CE, 423417.1111 01.4 M0I1ES2.133.174 0420014404449 MAMMA_ LTNECONSLETK INC DRAWING INDEX DESCRPT104 11.1 MU SHEET SP.1 DelEPAL NO75 E W WAVE R c DATO 7.1849 PREPARED NY. SM2 GENERAL NOTES A.I SIT No 84 ENLARGED sn RAN A.2.1 ANTENNA RAN 84 ELEVATION m DETAILS 1If MON DRCONDINTL NAL NOTES AND DETAILS 1411 MELOPEOPTRIr .CRIEVCION. 204103 MINI COM OCCUPANCY, CCOISTRUCTION TYPE 114 IYIR LOCATION. CrlY CM II/mu OU 20IS GIC,STANDARDS AMENDMENTS PARCEL NUICER 012304120 LATTFLCE (ALPHA SE0TO4 41'2UN KAMM LOCITLIN WPM SECTOR. ir vs (.122,2137101 LA11112 META mum 4r 28 34.5' N (CAW 71 LONGTux OVA 3EGT04 122'17 216W M122.2925C0) LAMLE (OP* =TM 4r2031z8 I47.01111 10048911DE IEW4AA escro 122' IT I1EY(.121.29311.1) KM NOWAK* 'I. AMONG REOUREMENTS ARE UNCHING61, 2. TRAFFIC !Sill/PETS, PROJECT COMMA SREACOUISRION RF EWER 20AGNG OPERATIONS MGR. CONFIRUCTICN MOP CCAISTRUCTION MGG. REGULATORY PROECT mmiAGER ROOK ANIMAS • mywYE FRU AYRNM. LEVEL %KW (1)FOCA 6 (I) VORASTIE CARET • . scow pRoM psox Pa coy) AGO OI OCT:INGE** • Apo (3)...to.14ENIALEAL • A00 II) liPla WINET .:0111ANNA8338EO.CABIKT) • rze'' I'V1ESNIB. PIRA NC 111FM NNSICS Keep (3) RIFI3 @ an)enna level LEGAL DESCRIPTION 8/4 CONFIDENTIAL AND PROPRIETARY Nal Daub= MAK 14495USA 41 *Vol parital 011 SE03545A PACIFIC HWY & 115THANTERGATE (1.600 ) inonvomu IAT01IAUtV TWKWOJL WA 01163 sir ME TITLE SIEET OW Wel T-1 f 1086 YM'T13N148 NAMNd N33 0 1-11NPN1.0061, z a a TELECOMMUNICATIONS WIRING COMPONENTS JCOAXIAL ANTENNA CABLE) 1, CETERA/ A All MATERIALS, PRODUCTS DR PROCEDURES NWRPOPAIED e(TO W010 SHALL BE REWARD OF STANDARD CO/MERCIAL011ANY, B CHNTAN PAWLS MO PRo0LCT3 WEL BE SUREST THE Oh1EA (DEFER TO GENERALCOILRIONS KR THE LIST %OWNER WISHED EWBNEM,, MATERIALS AND SUPPLIES FOR THESE ITEMST TIE CON RKTOA IS RESPONSIBLE FORM/GPM DEANERY OF ALL SUCH MATER LALR C. ALL OTE1 MATERIALS AND ROOK/ SPEGFlW NTHE CONTRACT DM/RENTS SHALLBE St/RUED BY THE CONTRACTOR, 2 MATERV45; A CMANIACOLE 1, INSTALL COAXIAL GABLE AND TEWIINATIONR BETWEEN ANTENNAS AYD EOVPM@NTPER NUNUFALTIRERS REC'OMmENCATIONS WITH COW AL CARIES SUPPORTED AT NO KITE THAN DLO' O.G. W EATHERP ROOF ALL CONNECTORS BENGEN THE ANTENNA MO EOVEHMERT TIER MAAIFACTUIERS REOIBPAENT& TERMINATE ALL COAXAL GABLE IRK (Bl FEETN EXCESS OF EOURIENT LOCATOR UMESS MEWS/ STATED. 2. AU.=RIN LEKTRa GREATERTHAN+L FEETSMALL BE 1Ne' ANON LENGD1 LESS TAN OP EOM To Iq FE ET SHALL BE 7W. i A'ITEMUAND COWL CAGE GIIKIING A All COWL CAKE GROUNDING NT$ N1ETOBEINSTALEDCM STRAIGHT RUNS OFCOOAIN CABLE INOT WITHIN BENDS) 4, COAXIAL CABLE UENRFICATON A TOPRGVDE EASY DENTIFICATIONMD WAF-0RMM MONO OF ANTENNA GALLING RATIO TAGS SKI BE USED AT THE FOLLOW LOCATOR 1. PHRTLOCATON LSAT THE EADDF THE COAX NEAREST DE NOMARAI4IE THE COAXAL CABLE AND JUMP1R ARE ta+NECTEDI 2 SECOAD LOCATION IS INSIDE THE EMINENT SMELTER HEIR THE WAVEOUICE ENTRY PORT B, UT AMWEWCABLE TIES(PT.A ZT230)TO SECURE DENTONCATON TAGS, TESTING TAME SHALL FRO/MEAN INDEPENDENT TESTING AGENCY To PERFORM THE CO71UN SWEEP TESTA REPORT. THE CONTRAGTUIV IS TOPROVCE CUMBFA IOU4fEW PERSONNELTOASSIST RI MT REPAIRS AND WEATHERPROOFING ONCE TNETOT IS O&M THE CONTRACTOR IS TO PRGWCETHIIRAE AIAMWM OFAE HOURS NOTICE PRIOR TO TIE TME OPINE SWEEP TEST. ELECTRICAL NOTES; NSTAIATON W EECOVONRY POWER Alp WRAECTION TONETE{ PALL BE COMQEIED COMRIANCE W*TN NATIONAL ELECTRICCWE, NEPA7R AND TIE STATE IAWS, RULES Ala? REGJIWONS FOR WALLING ELECTRIC MRES S EOWR4M,AU. LATEST ISSLE,AND WTTN SPEgFlCATIQG PERMS TM B 101, BAOO, IC.EA 5e31401, LCEA P11.570, A IOGL PUD. RRCATE AMEYER BASE PER LOCAL AIN STAIDAPDS, NOWT ON SIDE OFO1N UNSHED BACTMARD, UTAEPCROUIO CONDUREHNI BE RIGID POLYVINYL MONDE COHOINT; SCHEDULE AM TYPE T, CONFORMING TO IA ARTICLE BSI; WESTERN RASTICS OR CARTON MANUFACTURER COUPLINGS SHALL BE SUPON, SOLVENT SEALEDT PPE SOLVENT, WESTERN TYPE COMPOBLE WITH PVC DUCT. ALL BENDS 1WLL BE 'WOE SWEEP TYPE WRHA N MOWN RADIUS ALL wax UNDER ROADSSHALLBE RCS, )OR PVC ENCASED N PA1B' RED CONCRETE WLTBNNKI, CONOURUSED INDOORS SOIL BE EMT„ AND ROD GALVNNED STEEL FOR VIZORS, COUPLINGS SNAIL BE RIGID STEEL AND CMR sSTON TYPE FOR EM.T,SET SCREW MVOS ARE NOT PERMETTED, FOR A1L STRSUPS, USE ROD GA10112ED STEELCONCIR, WOE AND CABLESTAL BEOFTHE IKEMD SGEASRECURED ET NEC. THERE WILL BE NO TRUCES ALLOWED, FNGIIOE CREME LING HANG NQES 43 RER]W, CONTRACTOR SHALL PAWNEE TEST OF TO GAOUNONG SYSTEM BYCEWIREDTESRNG AGENT, PROVIDE NDEPENDENTTEST RESATSTODEFROJECTMARKER FOTRE'AEW, GROUNDING SYSTEM FESSTAN,'E TOGRQIIO SHALL NOT EXCEED 5 GAMS ALL AW E GRADE NI9tORGROLNGNG CC/VECTORS SAL BE DQUBLEIUG COMPRESSION TYPE ALL BELOW GRADE AND EMOTED ETTEMOR G'ROQCNG CO NECDGNS TO FERMAENT EWPMFMMD RED OWING ELEMENT SHALL RE CATYEID TYPE. CARE SN4L BE TAXFN TO REVEW CONIEGTION LCCATIQR AND MATBUWLTYPES TO AVOID POODLE GALVANIC CORRGSON Al EXPOSED GAQMING CORTECTTAS TO BE COKED WRNANTHCCOOSREAGENT SUCH ASN0.007 7403000 ORTEAETRGx, VERIFY PRODUCT MTh PROJECT WAG& ALL KILTS WASHERS AND NUTS USED CH MOOING COWECEIONSSHl41BE STAINLESS STEEL ALL EXTERIOR GROUND BAAS SMALL BE COATED KIN N+TICORILOSVEAMR NCH AS LPBS OR AS PER NOTE aABOVE ENERAL NOTES ELECTRICAL NOTES hNTIN EDJ: NSTNLATICN OF SECONDARY POWER ODRECTOTTO METER SEAL BECOMP1ETED IN COMPUMICEWRNNATIO%DICING COOE NEPATB,AND TNESTATE LA‘ RTAESNV REGULATIONS FOP INSTAWNO ELECTRIC VNRE9 A EOVPMENT, ALLNTEST ISSUE, AND NMI SPECIFICATIONS PERAS,T,M B 211, A I04I,C,E.A S351401, LO EA PS1410, A LOCAL PUO, PROv1DE A METER BASE PER LOCAL UTMY S TNIOAADS MOUNT ON SEE OF OWNER MINED BACK BOAAO. AU.JUNCTION AID OUTLET BOXES TO BE LAMED WITH NRO1' TAPE, CO EOM. DES4NAONG ALL CRCURTAMERS CDNTMNEO REACH BOA CCMTRACTCR TO E NSU RE RC PRovITEO WITH 124Id1E001 TYS9. CR71RACTCR SWVL 0OGIDINATE WITH STE SURVEY TO LOCATE EASDNGUNDERGROUND MITES WHEREVER MENTAL C1NFUCT4 INTERFERIDGES EXIST, TWO EXCAVATE TO AVOID DOWSE CCMACT ALL UTBJTES TO LOCATE UNDERGROUND PANG N PUBLIC ROW, VERIFY THAT Ale, OF THE 1111ITYDCES NOT EXCEED TMEALC, RATING OPTIE PROVOW EOWPMENT SMELTS PACAME R OVER 1DYAO, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AIM CONRRM LOWERING DF AO TO ACCEPTABLE LEIEI S. MUTY POINTS OF SERVICE AVO'MORX I ',LATERALS SNOWNARE BASED UPON PRELMNARY NFORMTON PROADED BYTNE LRIIITT COAPANESAND ARE FORBID RIRPCSES ONLY, CONTRACTOR SN41 WORDNATEMNN MUTT COMPANY KR FINAL AND EMT WORN IAWTERNLS PEOIIRE11 SAND CONSTRUCT TO UTILITYWAR ENGINEERING RATS AND SPEC1RGTEMs ONLY. =TRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, PULL ROPES CABLES, RA I BOXES CONCRETEE1CASEMEVTCRCORKBFREOUREDSTRANSFOPNERPAD,BNWIFRSPOLERISERS, TRENDING, BAC30.1 PAT ALL URUTY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WG & GROUNDING NOTES; 1 ALL ELKIFK,4WORN SHALL BE PERFORMED N ACCORDArCE WITH TTEDESIGNAND Wt4TRUCTION EPECBICATONS MD ALL APPUOABIE LOCAL CODES 2 CONCUR ROMNGS ARE scrump CWTRACTOR SRALL INSTALL C@INRTS SO THAT ACCESS TO EQAPIMENT 19 NOT BLOCKED. 1 TIE IS RESPONSIBLE FOR PROPERLY SEQUENCING FOUN0N0 AND UNDERGROUTA CDNOURINSTALUhON AS TO PREVENTANY LOSS OF CCMINUTTY N THE GROWING SYSTEM CR DWAGE TO TO CONDUIT, A All GR0lN0 CLANTECTI544 BELOWGRADE SRC BE EXOTHERNK (CADKA.0), 5, All GROUND CCNFECTIONSABOVE GRADE ENTENIOR SEXREPTCRI SHALL BE FORTED USING TW0IM HIGH BLESS MINK, B, ALL DOTTER/AO CONNECTIONS TO THE GROUND RODS SN4L STARTAT ME TLP B HAVE VERTICAL SEPARATION OF 1' FOR EVERY AD5OId1A1 common. 7. ALL FXTEIMQU GROUND CONNECTIONS WU. BE NITHA CORROSION RFSI4TNNT INTEAAL. A ALL EXTERIOR GROUND CONDUCTOR* BALL BE R AWG TN RATED COPPER UNLESS OTNERWGENGGTW. 9. GROUND RODS SRI BE STAINLESS MELORCORO{ CLAD SEE, 00 *FT. LONG (CM NOTED OINERWISEONRAMS1 AND 064 0E RN'EN VERTICALLY MN TER TOPS iB BELOW FINAL GRADECR 6' BELOW RZ09TLNE FOR MWNDM DEPTH TO,, COMMONS TO TIE GAWK BUB MALL NOT BE DOUBLED UP CR STACKED, BACA TO BACK COMECTONS ON 0PP09TE SIDES or THE GROUND BUS AXE PERMITTED, 11 USE OF90'BENDS IN1HEPROTECTIONGROUNDING 00NDUCTCViSSHALL SSAVQDEDWNENIS BENDS CAN BE ADEOUATELY SUPPORTED 12. GROUND PING SHALL BE LOCATED A MINMUMOFEA' MELON GRADE CR PM 4NUM BELOWTIE FROST UIE, 11, INSTALL GROUND CONDUCTORS AND CRUD ROD MINILAIM OF 3.0' FROM EOUPMENT CQRRETE PAD, SPREAD F000NG, OR FENCE, 14, E$OIIOAANC WE1b *UK CORRECTION 10 FENCE Mn IFOITWITM A Ca0 GiIVAN ff0 SPRAY, 11 CRONE NEC AND LOCAL UTAITYREOLIPEMENTS FOR ELECTRICAL SERWCE GRCUPONG IE. GROGHONG ATTACHMENT TO T01 ER 9NALLBE AS PER MWMINLNRER9 R.ECOMMENDAhONS ORATOROWNNG POINTSFRONIDW G MMMIIM) IT, MAIM REBSTANC4OF THE CCWLEIEO WOUND SYSTEM SEAL NOT EXCEED 1MS +D, CQNIINCToR TO vERPYC1URREN(T GROUTANG STANDARDS AMOR TO CONSTRUCTOR N EARN WAVE RCNITBOTURE �17A iIIA SI1T SA Mt N7 LII1Q= TA OOP AMa (Aril 771-200 ivegissfintrO BAT* ROARED BY, APPROVED BY. BLELBRALS MAN BR6 SE035S5A PACIFIC HWY & 116THIINTERGATE (L8o01 12201 TWA MERNATIDNAL BLVD, TAMA WA9E1EE NET TITLE GENERAL NOTES e e 1 OVERA PUN 1, e e e e e e TAX PARCEL 0923049120 ZONING: CA) NOTE SITE PLAN DERIVED FROM EXISTING ORAVIN% GIS, SITE PHOTOS, PND AERIAL IMAGES, NOT SUITABLE FOR ACCURATE MEASUREMENT SREWALX WA9 NOT CONDUCTED BY AIL � ? ZWWAVE + R..CRIA TC4CTURE I11S IMP 4R[. SW SUR 102 MIWREA WA WA? u7 L (11») 711-X0 OwerWtixAaxrn+ DAT& 1.1649 PREPARED BY, APPROVED BY. JYS afo TVS 6E03545A PACIFIC HWY & 116THANTERGATE (L&00I 13$01 TUNA INTERNATIONAL OM TUeM) WA RIBA MET MIA OVERALL SITE PUN MET two A-1 LIE 41414PY,17 Er1.twMEMT144 040 P.O&1 Pntvrt CO'AEAi96NRE ERR 1E101114 FP,4 ci)%OIL ORLE7EAS MCIArtEC TO E7ISWNG/ FrAITE,70740:M \ \ NOTE; EQUIPMENT PEAN CEDED FROM E1119TING DRAWINGS, GIS, SITE PNOTOS,AND AERLAL MACES NOT sow FOR ACCIRATEMEASUREMENT. SOMA WAS NOT CONW CTED VASE 1 MALE, 1/r • T4. 025344 M EXISTING ENLARGED EQUIPMENT PLAN —IE, iAN17A5 o1Mr 004EONAFulEP1O HA471150N PEFIM7l4FrvnU ATR09 h21ETTANMG SRIdCVO TO EE MOWED TOT 0FE) E)nMOSAE RCN MKT SERC\EO (TOTAL OF II n (EIS MIENMELL coo wn. $LEEPE1116011 4 )7#Ip5SEEFSMF LOBE .40 zdoz NORTH \\ 411M011F.M11111 CM'. 1004P OW C00thlsOASLEEFEAS WIEn4.11 FRAME I0i4040. 00.ixER1 FPN1E+P7V4 OFiI ;EISpEEN C4'U NEW ENLARGED EQUIPMENT PLAN BO L'IO;d rAF1'u 04 mRiokrA•,AU L;EI ROOF arMO DOIALOF5 4E1.11410110 NFU DFPkMIONGBNETEN 82264115 (TOTALOF II MUM) WA i NORTH SCALE Ur • t-0• DUDA IN' • r•Hr Dlrm PLYNX MEW WAVE RCNlrccruRE , 100 ism SFr S. MAR mE Moue TA E11A7 QAL (4u) nF7cS CATS 7-1319 PFEPAIED DR APPROVED DY' 711.11 SRE SE03545A PACIFIC HWY & 116THIINTERGATE CIAO) 1II0111 ONLA PITFAA5IONAL BLV6, ROM WA VOW SHEET TITLE ENLARGED EQ. PLAN SHEET MAI ER A-2 PAINT TO MATCH NEW ANTENNAS AND EQUIPMENT AS REQUIRED iT ;E3Ta3031E AN ILNIA 91OINI °AMITEIM WOTAG PIPE R PBA NCNB TOW, CIA) 1 E)Nifl i PPE 1,1.3117011 , ,//' N-1F)141C&LEERLBA l7ALt �. � Jr 1E REMOED I1 PER SECT011, TOTAL OF N NOTE ANTENNA PLAN DERIVED FROM FASTING DRAWWGS, GIs. SUE PHOTO, AND AERIAL IMAGES. NOT SUITABLE FOR ACCURATE MEASUREMENT, NTEWALK WAS NOT CONDUCTED BYA&E, OBE 1A03AEEII fiNl ;Err OBILB1T7011: '1001131,30 RCA ON SCREDI NALL I I PER SECTOR TOTAN OF )I A) TNOB9EPAD twain 100M51PNI NNOI ON ZC I*ALL 0 PEA OECTOP, 30,4 OF 01 ±EI INOMtE CO'l0 1.0A1130 T01M15rxlrt PAC1015CY•EENY0A3L FEN,f10%, TOTALA Y 7� 1E1'PANE 1Nn M0N1B:0 To IN 0571N311707,, ON 0070I1wx10 Pfl7 iE404.T0711 OP;; 4..0E0104 *AAA ,NT,lYJOLLE AC1EMq ':aLE AOPEO 11150E 004005 CW vLEKir, ()EXISTING ANTENNA PLAN • SECTOR ALPHA ANT0NOA0CRNI (Atom NA ANAA7WG AAE 3,.154010R TOTAL Cf III (EINITE7NN PIPEAVAT On 1.Nl E.,301EEN IYAL ...IOC 130 SCREEN 1,00101 3E0102 TOTAL071 I3l ThN9LE PICO map NEO / TO 01G1N3173010OF / .0L EEA'Y.A0111 PEP Naar. TOTAL OF 51 ® NEW ANTENNA PLAN - SECTOR ALPHA ANTENNA PUN SCALE Ur • 14 mrO 4 r • r'a Dam 1PIPFj1 PER 01g7073) NALL 1 PEtl+t/ $ a To1N0P11 \7 MNUN70D7017181PM1 NoxoN ER N',wul XIIt FER 01AL072 i55EC1C07 A1N1A6 BET Ai ;El TACBLEMINNA TA1lE 100I0EDPSNE C04000534 0I,107TR0 kb 41000x raha rire010 OrA51AU7 For ON 50PEEHYINt 11 PPREEOIOR, TOTN.OA IFTECtro ALMUNTAI (ENTNOBYE AOTOSE 1EMOVED(f PERSECTOR TOTAL001 1C1500.21 W.AII �IT8OBBE WEXNITOBE REMOVED Pf 3 $Ecrat IO0AL00 ®EXISTIN INTEN 1E, TAKIKE61NENO GELF,h17ATE01N50E (013Aa10Cc0VP NWhT7T0OId3T031 Rra 0)0EEtINALL tI PE05E0700 TOT, 'Ydf PAWL ANTENNA AND ANTENNA CABLE SCHEDULE SECTOR AMENIN Ammo corn 113E NPR INAD.1 M11ENN4 T0NEA11 A01EM1 N.TET 11M COMP WEB OFEABLE NM PER SECTOR AHIENNACNMF 0ENO1x 111E17 05.0 0417500E 10' O 1FASTG 1 EXPO 40 E1570 1ENS7G•17751A IE)1518C so: Oa3SCOPE 1E1Rd1070M ID' Ian .RRG 1 E00TC•710Ca1 NPNA C4NSNPE 115100516304 121' 10' 1NE10.NA01 175 BETA 1N.0' C3MSCOPE 8!f 131 I ENBT'O•RR I ENVG I E151.0.10503 BETA BETA YfAt7Y1� 9d CNANC0C COINSO PE DAINGNIERIM 11D734311081 RA' 13P ISP 1 E10610.771G 1 ND'1•AHLOA 1Ai610,71'0CNAx 150' THEW B5,P CaN15C0PE FRANCO NA O 1 MEIN I DASIN•431 100500 t EN6T0•N0060 GAMMA TOTAL 1EUSONG 50A' So: 1C 0**NC0E CC 3300PE iEl1.kUON:AM1CN11A MVA3niED09;u0Et0W 100MN110;Fw0020311 stator van. OF PI A PLAN - SECTOR @ETA IE17,14Al5 TM1tt;JOINTED TO 00101007PA011,0 0FEEN+IALl (I PEN0N010R, 001AL CA OSCC7OPAL00 1OE1A1 1E15C11:1N 3A1; TOT ® NEW ANTENNA PLAN • SECTOR ETA 1t111A11S76P0M ORYEFra 010 01 ,0(0x/ 14110 TE11 L0;017ar a; 71S'J1011 whitil PEA MOTOR, TOM, CA31 ^^---1E1Pour FNFO 7IWN1ED 10 ODSGAEENNALA rt PERSELN1t u.OF 1; RD O 3 NI INOBOE Ah1EN ATORE REMOVED{, PER SECTOR, TOTAL OF 51 0E) 70MA16EANIMA ANLVIlE001 WNW N00110Pi POA7O NY 0E00O3 IOTA of SI EI AN1ENNAPIPE N{0N0GIi:t'WA E;1•0B1i0010 LIO.Wim 10BN517007 &0411SCREFII A0. h PFR18I31, .OTA01330 i01114000017110 001001,3 TO IANDIP.O1 PALMA :SEEN ON:PER SEC1017011.0E E37.u30lEUlrEwu 171E R031CC 11510E "4 mows (lr 5l0C1{r 1.`,1 ®EXISTING ANTENNA PLAN - SECTOR GAMMA t E1570•FNO INEW.A4LGA I EO51G•L1'0CNN a/1 SO' 3•x7B1.0 24R13COAA .1 1EIT0005E MINN, 00l111004,413E100 ,3010I0Pn'C17m1 SECTOR, T01NOFY1 IEI A'17DNSA EVE I101Nr0N0N'N.,. 301IOW MINENYtlA L',BIEAOI1E01NS'01: C00000''4310LELR ". ®NEW ANTENNA PLAN • SECTO A, LPEI0rAUSE r1E10A0A0(EFNA; 1,0011 E61'0 NY STRUT PA,A OA 5.04EEN1V4L11 ItA3G1Ck T0140F)I IFJ1M081ER00 103EREMWED 0 PER 3ar07 TOTALa31 4E10EN700RE 7 1ERa1031E F110 193NNEDT011NAV PACl.110]3It0NW4L0 0ER EEC10R 101400 L 1CI70AE01 NO TH DATE 7.1&11 PREPAY BY, APPROVED BT' SUBMITTALS M11 7.10N W81817 41NAWi sit SE03646A PACIFIC HWY & 116THIINTERGATE ( LBW 1II0t 1D@4110 INTERNATIONAL BLVD, TIROL,WAW16B MEET ITU ANTENNA PLAN MEET !AMBER A-2.1 TTW OF CWIVIC(VO,LE WITEIPIA0(RA* 0LE,7. A'av 1 EXISTING SOUTH ELEVATION SCALE, f•low ° 3A,r•!O'df1l vItatari IF•IaRE ratrPF EIOIN CNnStt !EI'RIME TN,.!IMM O »OM&aE 17014 Of III: VTR fALMAI IEI$CIF.F1f r4° .E11a1.Yr.E NO/A, MINNfEO :T+ AY. EW 41.0L Mn3'G MI FEi;ECTOP, TOTAL Of I4CEILEF,,f mum° IC I1:16111W PACK NI 06REEWrkl. n PER TC N,, TOT49F 1} rElbP.gO&EPP}0IaTnIEB TO:INFRITRArl lrl IMEEN'All (11KR SECTOR, lark W 91 IEIT#IOBEEFP&BTO BE REM014011PEA $ECTWI TOTAL cep 1E}TL0BM1EM'IEM1110 BE }OMB O PER SEEMTOTµW71 PPM POP G1 OF USING 1E10} fllw ABIVA}� 1%, OP E46TPrs P:SOPe'r I EamrA; crag yFfaCE r97P EY'++rT ELM TT7 EATRIGCE 0.EP• C TPWITIVi EIBMGTxmEE MOW WW1 L1.EVI EBC 1 EXISTING SOUTH ELEVATION scab f • T2'-0' P1AE11 f • PM' DYED igvwTNrnJBS , IeITiA�I1F ANTFMNIAa:B+TEO tovirw Pr. IIi NITE,UMPC: \ / 1=N;RSFC1f1N.1001 OF hl 41CArr f£Cw,'tt NI NOB&E VAN:100'1ED WrGLE itOTALOF1 p: SECTOR MA rCIKPEP.f1T+µl (G10tlh0Nt', is I£eT 1%1LEFIiFR AAiTET• TOUV E,VRACROM IMO NIL it no $ECI'CK, TOTAL. W Jr i:il4aBM1E FNlE41T, TOVIISTR SCREEN VAILnrcE, :ECIOA. 10TA1 01,74 EG9tP MOWED UTRACti AI dl II Mtar. OR, CIF 01 TO; OF FF TW WNEWAP?75TB+OTA✓Okt 0404 ELEv: RG' r 77a MTV; PM,APET OF CTC'ONIFPW;tlRf+P ELE4, tt ELIO 77 ETL+TPC MOE rl iry r 3m WAVE flGHIA TECTUaE tl3T runt SIlW sa AME FP t11AR00D, nA BIM ORM pm) mato OATS 7.1B•18 PREPARE° EY. APPROVED SY, 7411 fl@LMNNyreart SITE SE03646A PACIFIC HWY & 118TH11NTERGATE (L800 ) 12201 TUEWILA rwei Nanowt BLVD, TWSWDA WA 9E161 NET TIME ELEVATION KET MINDER A-3 ¶)l2COVflflh1TMLOGRO KAMM Mats, REGuAlimmy wEry AEC:WORM REMATIORSAI ROAM MOW 77.714,on PNO U71117PCORRAWS RIGLIAT*741.71D MORES 7. 74 PONS PM FECtficAnctiS OP A GEKR.R. 711FORVCOOf SWF OP Nalt EXACT 704274(X47 PROKEATICIR) MAP MARGE el le ROAN! CRORKTOR 177 PERRY THE OIRERSONS 1.00111C04 7110 REPORT WAND 03CP4PNICIES FEPIESENTAIIREAR MR PAW OPPESSE775 !NNE ononno ram vecmcsnoPeoom Kr Dna CVNIVGRA CCWIllin iv/math/0 177PROWNWRI ACCCFCRACE171111 in DOW 07 771621:7708171 (PRITRACTC7116 RESpolOOLE MR FRO 7/17SUFOREVII 'MOWN LERODRIOF Carrups ARO 111017704 1/77.91$0777779077.70OUTIM MIC77074.71' 67741174619KIRPRE CM SURROR7 NE RI:ROSA V7797NR ow I avow wow LOAM* TV COE roma. 12 ENERAL NOTES M*FACT M�a ffi KUM IRA= NC kVA INCLUDED E LENGTH KM ' czni KW 2294 IV 7A4 RIM 2)11)103)11 LO)IGTH mom oni Km MC CCVER5 92901020 216' ILe kr 'BRAM') AHLOA DETAIL TO 83ACIE12BENEE11112 B.P.OF7 NO NE MIMI SECURE USK PICHRPROM CORKLT, palm 7117 MUD SO FACTI3 MORE UK ViR RCH 701107.77RE PROMS, NE um or colocromm, WY PLED al ANWIRAIVRE. 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CIVIL i STRUCTURAL ♦ SURVEY 16928 Woodinville -Redmond Rd NE, Suite 210 Woodinville, WA 98072 Email: cei@comerstone-engr.com Web: www.cornerstone-engr.com Phone: (425) 487-1732 (206) 250-7306 Fax: (425) 487-1734 Structural Calculations For Installation of Telecommunications Equipment 1 �F fit.. Site Name: Pacific Highway and 116th / Intergate Site Number: SE03545A 12201 Pacific Highway South Tukwila, WA 98168 King County Prepared By: Joye M. Moore, E.I.T. Checked By: Jonathan D. Gibson, P.E., S.E. Prepared Date: May 31, 2012 CEI Project No.: 12-06090 Revision 1: June 27, 2013 Comprehensive Design Solutions for Your Project Success! COIRNERSVONE CNGINEERIN IS. INC. Pr9oct location data client checked data CEI Job no. C_ 1-t-Er. K A 3071 sh" 601,. (16Fit; = k5i OFilv = 203 ksi gyrt "7- 33,53 (0303 9S RV-19 20 • 3 (a30-7) voors-r rct = Z ft v 4 LL Y---(x4-i 21 —7 I I 2. 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ARE A-6E G)A-TE :50PPoRT F1-0 E GO1P OT PLATf'014t AT / oAx , 0 Fe:ET eg,.0 o E E J (7) City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director February 5, 2020 John Eder 10427 205th Dr SE Snohomish, WA 98290 RE: Request for Application Extension #1 Permit Number D19-0273 Dear Mr. Eder, This letter is in response to your written request for an extension to application number D19-0273. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through August 21, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, )z0 Bill Rambo Permit Technician File: Permit No. D18-0273 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: John Eder ']ohn@j4siteso|ukions.com> Sent Monday, February 3'2O2O13:53PK4 To: Jerry Hight Cc: Bill Rambo Subject: Permit Application No. D19'0273(T'Mobi|erequest toextend the appr vedpennit application) Dear Mr. Hight: On behalf of the T-Mobile (applicant), I am writing to request an extension to approved permit application 'No. D19-0273. T-Mobile is experiencing delays with equipment delivery, which in turn is delaying the bid process and sek�ction of a general contractor. Once these delays are cleared the general contractor can pay the remaining fees and pick Vpthe John Eder J4 Site Solutions, Inc 353'278-2902(PNobi|e) CAUTION: This email originated from outside the City ofTukwila network. Please DO NOT open attac[-nentso/click links from anunknown orsuspicious origin. � Request for peziuit Application Extension # / �7| [urnent.E/piruhonDacc: ~� [xrenyion%equeuc ` o � RECEIVF,D - CITY OF TNKWILA , FEB 0 3 2020 - " � E"^�""" ~°~~^,^~~^^ City of Tukwila Department of Community Development 1/2/2020 JOHN EDER 10427 205TH DR SE SNOHOMISH, WA 98290 RE: Permit Application No. D19-0273 T-MOBILE 12201 TUKWILA INTERNATIONAL BLVD Dear JOHN EDER, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 8/21/2019, 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 2/2112020. If you still plan to pursue your project, you are hereby advised to do one of the following: I) 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) If the 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: D19-0273 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0273 PROJECT NAME: T-MOBILE SITE ADDRESS: 12201 TUKWILA INTL BLVD BLDG B X Original Plan Submittal Response to Correction Letter # DATE: 08/21/19 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural n P anninjtvisio Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) REVIEWER'S INITIALS: DATE: 08/22/19 Structural Review Required DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 09/19/2019 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Depai intents issued corrections: Bldg 0 Fire El Ping 0 PW 0 Staff Initials: 12/18/2013 SAC WIRELESS LLC 0 Page 1 of 3 L&I regional offices are closed to public visits until further notice. Offices can still help you by phone from 8 a.m. to 5 p.m. weekdays (except state holidays). Use the phone number for your closest regional office intips://inima.cloviaoencv;coniactt#orfice-tocations), or you can call the Office of Information and Assistance at 360-902-5800. C• weliqua r Labor & Industries (ittps://ini,wa.gov) SAC WIRELESS LLC Owner or tradesperson Principals SHYIAK, CARI TREVOR MICHAEL, PARTNER/MEMBER McKINLEY, JONATHAN WADE, PARTNER/MEMBER SANZO, JOSEPH (JOSE) PASQUALE, MANAGER KOZIEL, BILL R, MANAGER (End: 04/21/2020) 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 Suspended. Does not meet L&I licensing requirements. License specialties GENERAL License no. SACWIWL852J2 Effective — expiration 07/01/2015— 07/02/2021 Bond Washington International Ins Co Bond account no. Suspend date 05/01/2020 $12,000.00 haps://secure.lni.wa.goviverify/Detail.aspx?UBI-603391663&LIC—SACWIWL852J2&SAW= 5/20/2020