Loading...
HomeMy WebLinkAboutPermit D15-0127 - T-MOBILE - WIRELESS COMMUNICATION FACILITYT-MOBILE 14240 INTERURBAN AVE S D15-0127 City of Tukwila •' Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No: 3365901881 Permit Number: D15-0127 Address: 14240 INTERURBAN AVE S Issue Date: 2/22/2016 Permit Expires On: 8/20/2016 Project Name: T-MOBILE Owner: Name: BELLTOWN INVESTMENT PARTNER Address: 2505 2ND AVE #520 , SEATTLE, WA, 98121 Contact Person: Name: JEFF SMITH Phone: (208) 255-9905 Address: 918 S HORTON, SUITE 1002, SEATTLE, WA, 98134 Contractor: Name: SAC WIRELESS LLC Phone: (847) 944-1600 Address: 1501 E WOODFIELD RD SUITE 300E , SCHAUMBURG, IL, 60173 License No: SACWIWL852J2 Expiration Date: 7/1/2017 Lender: Name: T-MOBILE - SELF FUNDDED Address: , , , DESCRIPTION OF WORK: MINOR MODIFICATION TO EXISTING ROOFTOP WIRELESS COMMUNICTAION FACILITY Project Valuation: $20,000.00 Fees Collected: $824.42 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: Occupancy per IBC: U Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: International Building Code Edition: 2012 National Electrical Code: 2014 International Residential Code Edition: 2012 WA Cities Electrical Code: 2014 International Mechanical Code Edition: 2012 WAC 296-4613: 2014 Uniform Plumbing Code Edition: 2012 WA State Energy Code: 2012 International Fuel Gas Code: 2012 Public Works Activities: Chan neIization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Volumes: Cut: 0 Fill: 0 Landscape Irrigation: Sanitary Side Sewer: Number: 0 Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: No Permit Center Authorized Signature. Date: l I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: t>c''L� Date:'a� Print Name: d R-)I` [LLC This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: The special inspections and verifications for concrete construction shall be as required by IBC Chapter 17, Table 1705.3. 5: When special inspection is required, either the owner or the registered design professional in responsible charge, shall employ a special inspection agency and notify the Building Official of the appointment prior to the first building inspection. The special inspector shall furnish inspection reports to the Building Official in a timely manner. 6: A final report documenting required special inspections and correction of any discrepancies noted in the inspections shall be submitted to the Building Official. The final inspection report shall be prepared by the approved special inspection agency and shall be submitted to the Building Official prior to and as a condition of final inspection approval. 7: Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL" 0409 FRAMING 4046 SI-EPDXY/EXP CONC CITY (1F TUK Community Development Department • Public Works Dipartment • Permit Center 6300 Southcenter Blvd., Suite 100 Tt"rila, WX 98188 hM://www.Tukwi]aWA.g" Building Permit No. V Q) "- Project No. Date Application Accepted: Date Application Expires: use CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 3365901881 Site Address: 14240 Interurban Avenue South. Suite Number. Floor: Tenant Name: T-Mobile New Tenant: p ----.Yes ❑ ..N® PROPERTY OWNER Name: Belltown Investment. Address: 2505 2nd Ave #520 City: Seattle State: WA Z'p 98121 CONTACT PERSON — pason receiving all pro)ect commmunication Name: Jeff Smith Address: 918 South Morton, Suite 1002 Cm'= Seattle State: WA Zip= 98134 Phone: (208) 255-9905 Fax: Email: jsmith@rykaconsulting@gmail.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: ARCHITECT OF RECORD Company Name: BJ Thomas Architect Name: BJ Thomas Address: 7607 80th Ave NE City: Marysville State: WA Zip: 98270 Phone: (206) 851-1106 Fax: Email: bjthomas@bjthomaspe.comcastbiz.net ENGINEER OF RECORD Company Name: CG Engineering Engineer Name: Joseph. G. Galusha Address: 250 4th Ave S Suite 200 City: Edmonds State: WA Zip: 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 m—ai1: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: I 641 City: p� e: H:41ppheanom\Fmvs-ApphMions On Line%201 I AppficatiDas\Ptrmt Appliestim Revered - Y.AI l.docs Reused: Angvst 2011 bh Page t of 4 BUILDING PERMIT INFORMATIOP M-431 3670 Valuation of Project (contractor's bid prince): $ 20,000 Existing Building Valuation: $ 0 Describe the scope of work (please provide detailed information): Minor modification to existing rooftop wireless communication facility. Will there be new rack storage? ❑..... Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction Per IBC Type of Occupancy per IBC I' Floor Floor 3 Floor Floors thru. Basement Accessory Structure* (� NOT APPLICABLE L E Attached Garage. Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNINGDIVISION: NOT APPLICABLE Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following - Lot Area (sq f1): Floor area of principal dwelling: Floor area of accessory dwelling= *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence - Number of Parking Stalls Provided: Standard: Compact: Handicap: XVAI there be a change in use? ❑....... Yes El ....... No If ` yes", explain: FIRE PROTECTIONIIIAZARDOUS MATERIALS: ❑ ....... Sprinklers ❑ .......Automatic Fire Alarm ❑ ......-None ❑ .......Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ _-..... Yes ❑ _ No If '}yes', attach list of materials and storage locations on a separate 8-112 "x II "paper indudang grwnlriies and Material Safeav Data Sheets. SEPTIC SYSTEM ❑ .......On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Departrnent- IL-MpphmnomWorm&-AMbemimn Oo LintUot 1. A to AMUefflim Revised -s4-11.docc Revised AngW 201 t Page 2 of 4 PUBLIC WORKS PERMIT INFOI ITION — 206-433-0179 Scope of Work (please provide detailed information): Minor modification to existing rooftop wireless communication facility. NOT APPLICABLE Call before you ft: 811 IPlease refer to Public Works Bulletin #1 for fees and estimate sheet Water District [] ...Tukwila []...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate [I -.-Water District #125 [] .. Highhne El ... Valley View El .. Renton [I ... Sewer Availability Provided [I.. Renton [I.. Seattle Septic System: [I On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Aimfication (mark boxes which annIv): []...Civil Plans (Maximum Paper Size — 22" x 34") 0 ...Technical Information Report (Storm Drainage) Geotechnical Report [I ... Traffic Impact Analysis ❑ ...Bond insurance Easement(s) Maintenance Agmement(s) E] .-.Hold Harmless — (SAO) 0 ...Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ ... Right-of-way Use - Nonprofit for less than 72 hours Right-of-way Use - Profit for less than 72 hours ❑ ...Right of -way Use - No Disturbance Right-of-way Use — Potential Disturbance [I. _.ConstructionT-kcavation/Fill - Right-of-way [I Non Right-of-way [] El.. Total Cut cubic yards El Work in Flood Zone ❑ ...Total Fill cubic yards El Storm Drainage ❑ ... Sanitary Side Sewer 0 Abandon Septic Tank Gmsc Interceptor El _-Cap or Remove Utilities [I Curb Cut El Channelization El ...Frontage Improvements El Pavement Cut Trench Excavation El ...Traffic Control 0 Looped Fire Line ❑ --Utility Undergrounding ❑ ... BwAllow Prevention - Fire Protection Irrigation Domestic Water D ..-Permanent Water Meter Size_ El ...Temporary Water Meter Sizc., 0...WaW Only Meter Size......-_.... „ ❑ .-- Sewer Main Extension_ .......... Public ❑ ❑ ...Water Main Extension ............. Public ❑ WO# Woff WO # Private ❑ Private ❑ [] ...Deduct: Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) NOT APPLICABLE D.-mater [:]..-Sewa [:1 ...Sewage Treatment Monthly Service Billing to: Day Telephone: Mailing Address: state zip Water Meter Refim"illina: Day Telephone:. Mailing Address: 01V state zip R"w1w0wm'Torms-AwbcMwm0nL=\2011 ApphcahowXPan3#Application Revised - 8-9-11-dom Reww& Avqna 2011 Page 3 of 4 bh PERAUT 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 InU nrational Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORUM TO APPLY FOR THIS PERMIT. BUR DING OWNER OR A ITHOR127D AGENT: Signature: Date: 06/02/2015 Print Name: Jeff Smith Day Telephone: (208) 255-9905 Mailing Address: 918 South Horton Street, Suite 1002 Seattle WA 98134 CAI- state zip n:t.Spph=#mnT\F AWhcatiDm0nLme1201FAppkatwwTerMAWkabanRevised-8-4-91.docr. Revised: b€ust 2011 Page 4 of 4 bb DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $510.92 D15-0127 Address: 14240 INTERURBAN AVE S Apn: 3365901881 $510.92 DEVELOPMENT $486.80 PERMIT FEE R000.322.100.00.00 0.00 $482.30 WASHINGTON STATE SURCHARGE 6640.237.114 0.00 $4.50 TECHNOLOGY FEE $24.12 TECHNOLOGY FEE TOTAL R000.322.900.04.00 0.00 $24.12 Date Paid: Wednesday, February 17, 2016 Paid By: T-MOBILE Pay Method: CHECK 3269894 Printed: Wednesday, February 17, 2016 2:13 PM 1 of 1 rwSY57EM5 Date Paid: Thursday, June 04, 2015 Paid By: RYKA COMMUNICATIONS LLC Pay Method: CHECK 1563 Printed: Thursday, June 04, 2015 8:05 AM 1 of 1 II E�SY57EM5 Fa: INSPECTION RECORD Retain a copy with permit P CTION N0. PERMIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pr ject: 4 kt 14,w- Type IPs ctioy 6 Address: _� � u-� Da e Called: 4✓ pecialInstructions. Date Wantgd* a.m. p.m. Re uester: �v 6 Pa o: ho ,32,0- 6i� C.4 w ti REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1* 4 REVISIONS RYKAv�-CONSULTING No changes sha►t h) made to the scope Of I•, ',,(j�* ithc .f (: ;1•r��3 Prior approval of FILE COPY _ Bi.ii ding Division. f 'ICl/:...' r•.. :-.'inn r ■ ■ ■ ■ ■ r.;u:re a rlr:�✓plan submittal NO. ' V and nay inc,:ude additional plan review fees, Mobil Plat, ,.,);a;; approval is subject to errors and on ''VLI rf •.cat (hiruction documents does not a FAI RW". CTR 151 ST & 62Nf' ton c' eny adopted code or ordinance. REVIEWED FOR of approve;; f �;;;;d Copy and conditions is acknor CODE COMPLIANCE 14240 INTERURBAN AVE S APPROVED By: TUKWILA, WA 98168 DEC 3 1 2015 Date: � • as ' � I � Re- V) SITE NUMBER: SE03563D CityofTukwila City of Tukwila �y�� BUILDING DIVIIEA- : UDE 470 28' 33-58" N (47-475994) LONGITUDE 1220 15126.5011 W (.122.2973of DIVISION GENERAL LOCA-nON MAP DRIVING DIRECTIONS PROJECTTEAM_ PROJECT DESCRIPTION s " FROM T-MOBILE BOTHELL OFFICE PROPERTY BELLTOWN INVESTMENT T-MOBILE TO REPLACE EXISTING (3) T-1 TITLE SH E P OWNER: PARTNER TMZXXX-6516-A3M ANTENNAS WITH PROPOSED (3) G-1 GENERAL NbTES v HEAD TOWARD NE 195TH ST ON NORTH CREEK PKY. 0.2 MI TURN RIGHT ONTO NE 195TH ST. 0.3 MI TURN LEFT AND TAKE RAMP ONTO 1405 S TOWARD C/O THE SCHUSTER CO 2505 2ND AVENUE, #520 SEATTLE. WA 98121 CONTACT: HOLLY SAWYER SBNHH-1 D65B ANTENNAS. ADD PROPOSED (3) FRLB. ALL EXISTING (6) UMTS 2100TMA TO BE REMOVED. OVEE LL S A-1 OVE M.,"^ A-1.1 GED Sfts Without A-2 EXISTING SITE ELE 04 1 Dfieio A-2.1 PROPOSED SITE E V ua I.I RENTON. 23.4 MI PHONE: (206) 529-3900 EXISTING (3) FXFB, (3) FRIG, (12) DIPLEXERS, (4) COVP J TAKE EXIT #1/WA-181 Sf UKWILANV. VALLEY HWY. 0.3 TURN LEFT ONTO INTERURBAN AVE S. 0.8 MI (2 AT TOP, 2 AT BOTTOM) TO REMAIN. EXISTING (2) HYBRID CABLES WITH EXISTING COAX FEEDERS. PROJECT RYKA CONSULTING MANAGER: JESSICA PIERCE 918 S HORTON ST#1002 A3 GENERAL DETAILS E-1 ELECTRItrAL. E-2 ELECTRIC R RF-1 RF DETAILS SEATTLE, WA 98134 ZONING INFORMATION PHONE #: 206-200-8333 PROJECT INFORMATION RF-2 RFDETAILS i a SITE NUMBER: SE03563D THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF SITE NAME: FAIRWAY CTR/1519T& 62ND CONSTRUCTION RYKA CONSULTING •' MANAGER: STEVE EVENSON 918 S HORTON ST#1002 SEATTLE, WA 98134 PHONE #: 206-523-1941 RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. T-MOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY SITE ADRESS: 14240 INTERURBAN AVE S TUKWILA, WA98168 PARCEL #: 3365901881 GOR CURRENT ZONING: Cftl T-MOBILE EMPLOYEES AND THE WORK ASSOCIATED `"^I"''"` ­1 " WITH ANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILL BE FREQUENTED ONLY BY SERVICE PERSONNEL FOR REPAIR PURPOSES. PURSUANT TO THE AMERICANS WITH DISABILITIES ACT (ADA), APPENDIX B SECTION 4.11. (5)(b), THIS FACILITY IS EXEMPT FROM THAT JURISDICTION: CITY OF TUKWILA SITE RYKA CONSULTING ACQUISITION: NICOLE BATEMAN 918 S HORTON ST#1002 SEATTLE, WA 98134 PHONE #: 206-523-1941 GOVERNING CODE: 2012 IBC BUILDING TYPE: SITE TYPE: UNSTAFFED TELECOMM FACILITY UTILITY PURVEYOR POWER COMPANY: N/A _ ACT. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE ZONING: RYKA CONSULTING JESSE LONDON 918 S HORTON ST #1002 VICINITY MAP TELCO COMPANY: N/A F SEATTLE, WA 98134 PHONE #: 206-523-1941 GENERATED AT THIS LOCATION. T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL LEGAL DESCRIPTION HILLMANS SEATTLE GARDEN TRS POROF LOT 1 & ALL OF LOTS 2 THRU 7 & POR ADJ IN SE 1/4 OF SECTION14-23-04DAF-BEGSECDROFSAIDLOT7RFENGINEER: TH NLY ALG ELY LN 315 FT TO LFT BANK OF DUWAMISH RIVER AS ORIGINALLY PLATTEDTH NTGON NLY PROD E SD ELY220FTM/LTOLFT BANK AS EXISTED UNDER SUPERIOR COURT CAUSE 81-2-05910-4 TH WLY ALG SO BANK TO AN INTSN WITH NELY PROD OF SELY LN OF NWLY72 F7OFSD LOT 1 TH SWLY ALG SO LN PROD 200 FT WL TO LFT BANK OF DUWAMISH RIVER AS PLATTED IN ORIGINAL PLAT TH CONTG IN SWLY DIRECTION ALG SELY LN OF NWLY 72 FT OF SO LOT 1 DISTANCE OF 55 FT M/L TO LN OF SO LOT 1 TH SELY ALG SO LN TO INTSN WITH N MGN OF S 143RD ST FIRST AVE TH ELY ALG SD MGN TO TPOB-TGW POR FOSTER JOSEPH oc #3s BEING POR OF ABANDONED PUGET SOUND ELECTRICi RR R/W IN THE SW 1/4 OF SE-1/4 OF SD SEC 14 SD RR R/W BOUNDED ON NE BY MAULE AVE ON SW BYA LN 20 FT NE OF & PLT NELY MGN OF SR 181 UNDER REC #8905231113 ON THE SE BY R/W #5 & ON THE NW BY R/W #6 BOTH R/W DEFINED IN QCDAUD FILE # 6557639 -TGW VAC MALICE AVE ADJ TGW POR VAC ST ADJ 1 ' � 1 i•(T a1iED FOR. Ca • S,BA cal t...�riCai® we + ew . ^7 G`•SP1SWLY FO •� of Tukwil2t P, �K y, c, • • 7 DI VISION'- > MAKE AN AVERAGE OF ONE TRIPPER MONTH ATONE HOUR PER TRIP. T-MOBILE DAVE GIRLING �+ M EIIG)• APPROVAL/SIGN OFF OF CONST DRAWINGS ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES ASr�I ADOPTED BY THE LOCAL GOVERNING AUTHORITIES.NO NOTHING ON THESE PLANS IS TO IN CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE 20 2 INTERNATIONAL BUILDING CODE 2012 INTERNATIONAL MECHANICAL CODESITE 2012 INTERNATIONAL FUEL GAS CODE 2012 NFPA 54 -NATIONAL FUEL GAS CODERF S ONLY) 201111 NFPA 8S L QUEF END PETROLEUM GAS CODE (PROPANEOINTERNATIONAL FIRE CODE 2012 UNIFORM PLUMBING C OE 2011 NATIONAL ELECTRICAL CODE 2007 NATIONAL ELECTRIC SAFETY CODE LOCAL BUILDING CODE ORDINANCES ANSI /TIA/EIA-222-G NFPA-1 01 - LIFE SAFETY CODE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. CONSULTANT GROUP SIGN OFF LANDLORD'S REPRESENTATIVE: DATE: CONSULTING B.J. THOMAS, P.E. ENGINEER: 7607 80TH AVE NEI'►umtiin MARYSVILLE, WA 98270 PHONE: 206-851-1106 RECEIVED CONSTRUCTION MANAGER: DATE: CONSTRUCTION PROJECT MANAGER: DATE: PROJECT MANAGER: DATE: ACQUISITION: DATE: ZONING:DATE: CITY OF TUKWILA DEC 2 2 2015 ENGINEER: DATE: CALL TWO WORKING GAYS BEFORE YOU DIG 811 NATIONAL UTILITIES UNDERGROUND LOCATE SAFETY PRECAUTION SHALL ELECTRIC -RED TEUCATV -ORANGE BE IMPLEMENTED BY CONTRACTORS) ATALL SEWER -GREEN PROPOSED - WHITE TRENCHING IN ACCORDANCE GAS/OIL-YELLOW WATER -BLUE WITH CURRENT OSHA SURVEY -PINK STANDARDS PERMIT CENTER TEEmmMobile- PROJECT INFORMATION: FAIRWAY CTR/151ST & 62ND SE03563D 142401NTERURBAN AVE 8 f3 TUKWILA,WA981M ,=ISSUED FORS 11— "• BUILDING PERMIT ReMION HISTORY: CHIL NO. DAM DEfICRIDTIOIC By, Q11/&15 REV PER REVIEW COMMENTS — QWSM15 MINOR REV BJT 5 TN 15 ADD UNISTRUT ATTACHMENT WEATHERPROOFING DETAIL Bn Qfill 15 REV. PER 1A BJT SN 15 REV. PER STRUCTURAL BJT 2 15 REV PER REDLINES BfT J. Q4 15 ISSUED DESIGN REVIEW BYs J. THOMAS, P.E. OT 80TH AVE HE rSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BYs L _­ AAL BJLl. �a ��iIITY� =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS CF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE: TITLE SHEET =DRAWING NUMBER: T I GENERAL NOTES: 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE INSTALLATION AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 2. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND STANDARDIZED DETAILS THAT REQUIRE MODIFICATIONS DUE TO ACTUAL FIELD CONDITIONS AND REQUIREMENTS MUST BE SUBMITTED TO AND APPROVED BY, T-MOBILE WIRELESS REPRESENTATIVE PRIOR TO START OF WORK. 3. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION/CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER VERBALLY AND IN WRITING. 4. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGSICONTRACT DOCUMENTS. 5. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, SAFETY, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S/VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 7. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 8. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS INVOLVED WITH THE PROJECT. THIS SET IS AVALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED IN RED INK "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECTS/ENGINEER'S SIGNED WET STAMP. 9. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, ETC. ACCORDING TO APPLICABLE CODES, STANDARDS, AND GOOD CONSTRUCTION PRACTICES. 10. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL INSTALLATIONS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL DAMAGES TO BETTER THAN NEW CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE CONSULTANT OF ANY DAMAGE TO THE BUILDING SITE OR ANY ADJACENT STRUCTURES AROUND THE PROJECT. THE T-MOBILE REPRESENTATIVE SHALL BE SOLE AND FINAL JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION. ANY ADDITIONAL MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT THE CONTRACTORS EXPENSE. 12. WHERE NEW PAVING, CONCRETE SIDEWALKS OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING PITCH, GRADE, AND ELEVATION SO THE ENTIRE STRUCTURE SHALL HAVE A SMOOTH TRANSITION. 13. THE CONTRACTOR SHALL MODIFY THE EXISTING FLOORS, WALL, CEILING, OR OTHER CONSTRUCTION AS REQUIRED TO GAIN ACCESS TO AREAS FOR ALL MECHANICAL, PLUMBING, ELECTRICAL, OR STRUCTURAL MODIFICATIONS. WHERE THE EXISTING CONSTRUCTION DOORS, PARTITIONS, CEILING, ETC., ARE TO BE REMOVED, MODIFIED, OR REARRANGED OR WHERE THE EXPOSED OR HIDDEN MECHANICAL, ELECTRICAL, SYSTEMS ARE ADDED OR MODIFIED, THE GENERAL CONTRACTOR SHALL REPAIR, PATCH AND MATCH ALL EXISTING CONSTRUCTION AND FINISHES OF ALL FLOORS WALLS AND CEILINGS. WHERE CONCRETE MASONRY CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALL TOOTH IN ALL NEW CONSTRUCTION TO MATCH THE EXISTING BOND. WHERE CONCRETE CONSTRUCTION IS MODIFIED, THE CONTRACTOR SHALLVERIFYTHE EXACT DETAILS TO BE USED FOR CONSTRUCTION. ALL WORK SHALL BE COVERED UNDER THE GENERAL CONTRACT. 14. IF CONTRACTOR OR SUBCONTRACTOR FIND IT NECESSARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE CONTRACTOR'S AND THE SUBCONTRACTOR'S RESPONSIBILITY TO PROVIDE THE CONSULTANT WITH 4 COPIES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE BUILDING AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE WORK. 15. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AtOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECTAREA DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 17. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHAL APPROVED MATERIALS AS APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 18. CONTRACTOR SHALL BE RESPONSIBLE FOR UTILITY LOCATES, SCHEDULING, COORDINATING SPECIAL AND BUILDING DEPARTMENT INSPECTIONS. 19. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING AND LMUZING ORIGINAL ROOFING CONTRACTOR AS REQUIRED TO MAINTAIN ANY EXISTING ROOFING WARRANTY. 20. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS ETC ARE INDICATED AS PROPOSED LOCATION ONLY. CONFIRM THE EXACT LOCATION AND ROUTING WITH THE ON SITE T-MOBILE CONSTRUCTION MANAGER PRIOR TO STARTING WORK. CONCRETE NOTES: SITE WORK NOTES: 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318AND THE SPECIFICATION 1. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE CAST -IN -PLACE CONCRETE. REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT28 DAYS UNO. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B"AND ALL HOOKS SHALL BE STANDARD UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWNOTHERWISE ONDRAWINGS: CONCRETE CAST AGAINST EARTH -3IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER .......................... 2IN. #5 AND SMALLER & WWF .........11/2 IN. 5. A 112" TROWELED RADIUS SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE LINO. HOLES TO RECEIVE EXPANSIONIWEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN THE ELEVATED SLAB. 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. 7. FLOAT SURFACE SHALL BE A SMOOTH FINISH. SURFACE SHALL BE FREE OF ALL OBVIOUS DEPRESSIONS. SURFACE SHALL BE SLOPED AT 2'' TO PROMOTE DRAINAGE AWAY FROM EQUIPMENT. OWNER SITE NOTES: 1. DURING CONSTRUCTION: DO NOT SET EQUIPMENT ON THE ROOF UNLESS IT SITS ON PLYWOOD AS A PROTECTION COURSE. 2. CAREFUL DUE DILIGENCE IS REQUIRED WHILE WALKING ON AND WORKING OVER THE ROOF SYSTEM. NO WELDING OVER ROOF SURFACE WITHOUT WET BLANKETAND PLYWOOD PROTECTION. NO ROLLING OR DRAGGING ANYTHING OVER ROOF SURFACE. ANY DAMAGE TO THE ROOF INCLUDING BREAKING OF BLISTERS MUST BE REPORTED TO BUILDING OWNER WITHIN TWO HOURS OF DAMAGE SO ROOFING CONTRACTOR CAN CONTACTED AND REPAIRS MADE THE SAME DAY. 3, ALL FASTENERS THROUGH ROOFING MUST BE SET IN A SEAL OF SIKA-FLEX A.1 OR SIMILAR POLYURETHANE SEALANT BEHIND AND PRIOR TO UNI-STRUT BEING INSTALLED. T-MOBILE 2015 UPGRADE REQUEST & CONSTRUCTION DOCUMENT REVIEW. 4. SEALANT TO BE INSTALLED IN SUCH A MANNER SO AS TO WARRANTY THAT WATER CANNOT ENTER THROUGH FASTENER PENETRATION HOLES AND INTO BUILDING. ROOF SURFACE MUST BE 100% DRY AND FREE FROM ALL DUST / DEBRIS PRIOR TO APPLICATION OF SEALANT. 5. ALL DEBRIS / SCREWS / METAL OBJECTS MUST BE REMOVED FROM ROOF SURFACE UPON COMPLETION OF PROJECT. 6. SEALANT APPLICATION TO BE INSPECTED BY BUILDING OWNER (THE SCHUSTER GROUP) & ROOFING CONTRACTOR (SNYDER ROOFING). ANY DAMAGE TO ROOF OR SEALANT NOT MEETING WARRANTY STANDARDS WILL REQUIRE REMOVAL, INSTALLATION OF NEW SEALANT, AND RE -INSPECTION, ABBREVIATIONS AC AFG AFS ALUM ARCH BLDG BM B.O. BOS C CLG COL CONST CONT DIA% e DTL EA ELEC EW EXP EXT FIN F R� FTG GA LV GBP HM HOR HR I HVAC IN�SUL JT LAM LF MANUF MAX MECH MH MM STEM MIN MPH NTL IC NTOS ODD OH JR OPPP (PS P R PSF PT RAID RD REINF RM S HED SECT SF Sim SO FT STD STL STRUC TEMP T.O. TOS TOC LINO JR CONDITIONING VCT W /RT WWM 2. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. 3. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED_ IN ANY FILL OR EMBANKMENT. 4. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. 6. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. 7. THE AREAS OF THE CUSTOMER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE BUILDING, DRIVEWAY OR CRUSHED STONE, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. 8. BEDDING MATERIAL FOR UTILITY LINES, CULVERTS AND PIPING: CLEAN SAND, MEDIUM TP COARSE, SUB ROUNDED NATURAL RIVER OR BANK SAND, WASHED, FREE OF SILT OR CLAY, LOAM, FRIABLE OR SOLUBLE MATERIALS, AND ORGANIC MATER; GRADED IN ACCORDANCE WITH THE FOLLOWING GRAIN SIZE DISTRIBUTION: SIEVE SIZE PERCENT PASSING 3/8" 100 NO. 4 MESH 60-90 NO. 8 MESH 0-45 NO. 16 MESH 0-25 NO. 100 MESH 0-2 NO. 200 MESH 0-2 9. BMP'S FOR TEMPORARY EROSION/SEDIMENTATION CONTROL SHALL BE IMPLEMENTED PER LOCAL, CITY OR COUNTY GUIDELINES AND PER PLAN IF APPLICABLE. LEGENDS A SYMBOLS CHAIN LINK FENCE - x x x x - CEDAR FENCE POWER - P - P - P - P - P - P - TELCO - T - T - T - T - T - T - POWERIfELCO - P -T -P- T- P -T- COAX - COAX - COAX - COAX - COAX - OVERHEADPOWER -OH OH OH OH CENTERLINE - - - REVIE: WEu FOR CODE COMPLIANCE COMMUNICATIONSTEM DEC 31 2015 FOOT CEl Eff(Mko& H BUILDING DIVISION DETAIL BUG RECEIVED CITY OF TUKWILA DEC 2 25210015 BUG TOP OF STEEL TOP OF CONCRETE TYPICAL VINYL COMPOSITION UNLESS NOTED TI EN ERMIT CENTER VERTICAL WITH WELDED WIRE MESH (VDETAIL NUMBER � SHEET NUMBER DETAIL NUMBER SHEET NUMBER DETAIL NUMBER SHEET NUMBER T --Mobile- =PROJECT INFORMATION - FAIRWAY CTR/151ST A 62ND SE03W3D 14240 INTERURBAN AVE S TUKWILA, WA 98168 =ISSUED FOR- BUILDING PERMIT =REVISION HISTORY- CMK Bo. DATE: DEBCMPTWM BY: QI..I5 REV PER REVIEW COMMENTS BJf Q8/B12015 MINOR REV BJT 5 7M 6l2015 ADD UNISTRUT ATTACHMENT WEATIERPROOFINGDETAIL B'R Q-5'2015 REV. PER to BJT Q5/18/2015 REV. PER STRUCTURAL Q5/8/2015 REV PER REDLINES J ISSUED DESIGN REVIEW `-PLANS PREPARED BY- B. J. THOMAS, P.E. 7607 80TN AVE HE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: CHII BY: AAL BJ ►,,►Br4y 4 �1 vkIo �- W 1Sy2{�iC %/'J•(2I ►►1'71 =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUESOF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBTTED. =DRAWING TITLE: GENERAL NOTES =DRAWING NUMBER: G1 14 / , PROPERTY LINE (TYP)—�� , , (E) (1) T—MOBILE ANTENNA#TMZ>M-6516—A3M .\ \ \ \ \ TO BE REPLACED W/ (P) (1) ANTENNA#SBNHH-1D65B GAMMA SECTOR: 330"AZIMUTH \ \ (RADIO & EQUIPMENT MOUNTED TO PARAPET WALL W/ UNISTRUT) ` \\ \ (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) \ \ (E) (2) T—MOBILE ANTENNAS #TMZXXX-6516—A3M (1 FOR ALPHA, 1 FOR BETA) \ \ TO BE REPLACED W/ (P) (2) ANTENNAS #SBNHH-1 D65B (1 FOR ALPHA, 1 FOR BETA) \ ALPHA SECTOR: 90" AZIMUTH BETA SECTOR: 170" AZIMUTH \ (RADIO & EQUIPMENT MOUNTED TO PARAPET WALL W/ UNISTRUT) (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) OVERALL SITE PLAN 22x34 SCALE: 1" = 39 N1 lxl7 SCALE: 1" = 69 69 0 30' 60' 12Y (E) (2) HYBRID CABLES W/ (E) COAX FEEDERS %� \ ROUTE THROUGH (E) CABLE TRAYS \ I I TAX LOT ' #3365901881 1 1 r I r r -- r O JQQtp�OQ _� / LOWER 1 ROOFTOP ' DEC 31 2m E) T—MOBILE BTS CABINETS & EQUIPMENT WITHIN (E) WOOD FENCE COMPOUND (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) _ 1 -- 1 ` RECEIVE? CITY OF TUKWILA I r - - � DEC 2 2 20,13 s 143Rp sr PERMIT CENTER T • -Mobile- PROJECT INFORMATION: FAIRWAY CTR/151ST A 62ND SE03563D 14240INTERURBAN AVE S TUKWILA, WA 98168 ISSUED FOR: CBUILDING PERMIT REVISION HISTORY: ONK NO. DATH DESOMPTH : SYe Q111-15 REV PER REVIEW COMMENTS — Q8162015 MINOR REV BJT 5 71782015 ADD UNISTRUT ATTACHMENT WEATHERPROOFING DETAIL BJT Q8/152015 REV. PER 1A SJT QS1782015 REV. PER STRUCTURAL BJT QSB2015 REV PER REDLINES BJT Q4/82015 ISSUED DESIGN REVIEW BJT —PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: AAL BJ =LICENSURE: t I10� / ( V � 4? 3 lu! DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUESOF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION - THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE: OVERALL SITE PLAN =DRAWING NUMBER: A l •1a T-MOBILE EQUIPMENT (TYP) MOUNTED TO (E) PARAPET WALL W/ (E) UNISTRUT (1) FRIG -(E) (4) DIPLEXERS -(E) (1) COVP —(E) (1) T-MOBILE ANTENNA #TMZXXX-6516-A3M TO BE REPLACED W/ (P) (1) ANTENNA #SBNHH-1 D65B (REPLACE (E) PIPE W/ LONGER PIPE AS REQUIRED) (REMOVE (E) (2) UMTS 2100 TMA) GAMMA SECTOR: 330° AZIMUTH O,flO \ y} Ago �-(E) (1) FXFB yL�9\ 0 (1) FRLB MOUNT TO (E) PARAPET WALL W/ (E) UNISTRUT X�e (E) (1) HYBRID CABLE W/ (E) COAX FEEDERS ROUTE THROUGH (E) CABLE TRAYS UPPER ROOF \ yJ- 0,90 \ y UPPER ROOF �90 y� (E) (1) HYBRID CABLE W/ (E) COAX FEEDERS \ ROUTE THROUGH (E) CABLE TRAYS PARKING LOT y�e90 (E) (1) HYBRID CABLE W/ (E) COAX FEEDERS ROUTE THROUGH (E) CABLE TRAYS (P) (2) FRLB (1 FOR ALPHA, 1 FOR BETA) MOUNT TO (E) PARAPET WALL W/ (P) UNISTRUT (E) (2) UMTS 2100 TMA PLO y0 o � T-MOBILE EQUIPMENT (TYP) MOUNTED TO (E) PARAPET WALL W/ (E) UNISTRUT \ —(E) (1) COVP `(E) (1) FXFB '\—(E) (1) FRIG —(E) (4) DIPLEXERS (E) (1) FXFB (1) FRIG `(E) (2) T-MOBILE ANTENNAS #TMZXXX-6516-A3M (1 FOR ALPHA, 1 FOR BETA) TO BE REPLACED W/ (P) (2) ANTENNAS #SBNHH-1 D65B (1 FOR ALPHA, 1 FOR BETA) (REPLACE (E) PIPE W/ LONGER PIPE AS REQUIRED) (REMOVE (E) (2) UMTS 2100 TMA) ALPHA SECTOR: 90° AZIMUTH BETA SECTOR: 170'AZIMUTH (4) DIPLEXERS NOTE: ALPHA SECTOR APPURTENANCE ANCHORAGE: THE ANTENNA SHALL MOUNT TO A NEW 3" STANDARD PIPE CONNECTED TO THE EXISTING CONCRETE PARAPET WALL. THE FRLB SHALL MOUNT TO THE EXISTING UNISTRUT MOUNT ON THE EXISTING CONCRETE PARAPET WALL. ATTACH THE ANTENNA TO THE PIPE WITH THE MOUNTING HARDWARE PROVIDED BY THE MANUFACTURER AND IN ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS. BETA AND GAMMA SECTOR APPURTENANCE ANCHORAGE: THE ANTENNAS SHALL MOUNT TO NEW 2" STANDARD PIPES. THE 2" STANDARD PIPES SHOULD THEN MOUNT TO THE EXISTING 3" STANDARD PIPE MOUNTED TO THE EXISTING CONCRETE PARAPET WALL. THE FRLB'S SHALL MOUNT TO THE EXISTING UNISTRUT MOUNT ON THE EXISTING CONCRETE PARAPET WALL. ATTACH THE ATENNAS TO THE PIPES WITH e� G, MOUNTING HARDWARE PROVIDED BY THE MANUFACTURER AND IN ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS. ENLARGED SITE PLAN F N 22x34 SCALE: 1/4" = 1' STRUCTURAL RESPONSIBILTY 11x17 SCALE: 1/8" = 1' imffiy LIMITED TO NOTES IDOL 14LOWER ROOF FENCE NOTE: CONTRACTOR SHALL REPAIR WOODEN FENCE GATES AS NEEDED FOR SMOOTH OPERATION AND CLOSURE. WOOD FENCE COMPOUND (2) COVP MOUNTED TO (E) H-FRAME REVIEWED FOR ODE COMPLIANCE APPROVED 5 City of Tukwila ILDING DIVISION T-MOBILE BTS CABINETS ON (E) CONC PAD HYBRID II �(1) RECTIFIER �—ADD WITHIN)(E) PURCELL CABINET c\� (E) T-MOBILE COAX SHROUD UP (E) WALL z (E) EQUIPMENT MOUNTED TO (E) WALL (E) TRANSFORMER ON (E) CONC PAD RECOYEED CITY OF TUKWILA DEC 2 2 2015 TER T --Mobile- =PROJECT INFORMATION: FAIRWAY CTR/151ST A 62ND SE03563D 14240 INTERURBAN AVE S TUKWILA, WA 98168 BUILDING PERMIT CHI. NO. DATE: DESCRIPTION: BY: Q8/6/2015 MINOR REV BJT A6 7/16/2015 ADD UNISTRUT ATTACHMENT WEATHERPROOFING DETAIL BJT Q6/15/2015 REV. PER IA BJT Q11.2.11 REV. PER STRUCTURAL BJT Q6/6/2015 REV PER REDLINES BJT Q..2015 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 -DRAWN BY: CHK. BY: AAL BJ �.THO�y y OF 1Y.ly .1J, A� !j 37041 �. R'1S71FC. Ir DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORSAND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ENLARGED SITE PLAN A11 TOP OF EXISTING ANTENNAS 38'.10" AGL 1WT-MOBILE RAD CENTER FAGL TOP OF EXISTING PARAPET 33'-6" AGL (E) (2) HYBRID CABLES W/ (E) COAX FEEDERS ROUTE THROUGH (E) CABLE TRAYS (E) T-MOBILE EQUIPMENT ON CONC PAD WITHIN (E) WOOD FENCE COMPOUND (E) (1) T-MOBILE ANTENNA #TMZXXX-6516-A3M (FOR Cl* MOUNTED TO (E) (2) T-MOBILE ANTENNAS #TMZXXX-6516-A3M (1 FOR ALPHA, 1 FOR BETA) UNTED TO (E) PIPES (E) (2) TMA MOUNTED TO (E) PIPE BEHIND (E) ANTENNA T-MOBILE EQUIPMENT (TYP) MOUNTED TO (E) PARAPET WALL W/(E) UNISTRUT -MOBILE EQUIPMENT (TYP) MOUNTED TO (E) PARAPET WALL W/ (E) UNISTRUT 1 EXISTING EAST ELEVATION A-2 22x34 SCALE: 3/16" - 1' 1107 17 SCALE: 3/32" = 1' ROOF LEVEL 31'-6" AGL REVIEWEED FOR ^A,a - C®+TPLfA�lCE rUl C'L"�' CV,i DEC 31 2015 �..Iilf ®Y y u�.1vflIa: SUILDIXG DIVISION GROUND LEVEL OM AGL RECEIVED CITY OF TUKWILA DEC 2 2 2015 PERMIT CENTER T - •Mobile• ROJECTINFORMATION: FAIRWAY CTR/151ST & 62ND SE03563D 14240 INTERURBAN AVE S TUKWILA. WA 98168 ISSUED FOR: FBUILDING PERMIT REVISION HISTORY: CNK No. DATER DE.CIIIPTIONI by, PLANS PREPARED BY: S. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN BY: CNK. BY: An BJ LICENSURE: • 's �hr`vni4 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUESOF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED, DRAWING TITLE: EXISTING SITE ELEVATION RAWING NUMBER: Am2 Q1YV15 REV PER REVIEW COMMENTS BJT AS 8182015 MINOR REV BJT NOTE: ALPHA SECTOR APPURTENANCE ANCHORAGE: THE ANTENNA SHALL MOUNT TO A NEW 3" STANDARD PIPE CONNECTED TO THE EXISTING CONCRETE PARAPET WALL. THE FRLB SHALL MOUNT TO THE EXISTING UNISTRUT MOUNT ON THE EXISTING CONCRETE PARAPET WALL. ATTACH THE ANTENNA TO THE PIPE WITH THE MOUNTING HARDWARE PROVIDED BY THE MANUFACTURER AND IN ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS. BETA AND GAMMA SECTOR APPURTENANCE ANCHORAGE: THE ANTENNAS SHALL MOUNT TO NEW 2" STANDARD PIPES. THE 2" STANDARD PIPES SHOULD THEN MOUNT TO THE EXISTING 3" STANDARD PIPE MOUNTED TO THE EXISTING CONCRETE PARAPET WALL. THE FRLB'S SHALL MOUNT TO THE EXISTING UNISTRUT MOUNT ON THE EXISTING CONCRETE PARAPET WALL. ATTACH THE ATENNAS TO THE PIPES WITH MOUNTING HARDWARE PROVIDED BY THE MANUFACTURER AND IN ACCORDANCE WITH THEIR INSTALLATION INSTRUCTIONS. Qs�y G. / 5 pQ Td 6TRUCTURAL RESPONSIBILTY F LIMITED TO NOTES I TOP OF PROPOSED ANTENNAS 40'-0" AGL T-MOBILE RAD CENTER AGL TOP OF EXISTING PARAPET 33'-6" AGL (E) (2) HYBRID CABLES W/ (E) COAX FEEDERS ROUTE THROUGH (E) CABLE TRAYS (E) T-MOBILE EQUIPMENT ON CONC PAD WITHIN (E) WOOD FENCE COMPOUND PROPOSED ANTENNAS, RADIOS, AND ALL ATTACHMENTS/HARDWARE TO BE PAINTED TO MATCH EXISTING EQUIPMENT. EQUIPMENT NOTE: ALL EXISTING UMTS 2100 TMA TO BE REMOVED. (E) (1) T-MOBILE ANTENNA #TMZXXX-6516-A3M (FOR GAMMA) TO BE REPLACED W/ (P) (1) ANTENNA #SBNHH-1D65B (REPLACE (E) PIPE W/ LONGER PIPE AS REQUIRED) (E) (2) T-MOBILE ANTENNAS #TMZXXX-6516-A3M (1 FOR ALPHA, 1 FOR BETA) TO BE REPLACED W/ (P) (2) ANTENNAS #SBNHH-1D65B (1 FOR ALPHA, 1 FOR BETA) (REPLACE (E) PIPE W/ LONGER PIPE AS REQUIRED) (P) (1) FRLB (FOR GAMMA) MOUNTED TO (P) PIPE BEHIND (P) ANTENNA T-MOBILE EQUIPMENT (TYP) MOUNTED TO (E) PARAPET WALL W/ (E) UNISTRUT T-MOBILE EQUIPMENT (TYP) MOUNTED TO (E) PARAPET WALL W/ (E) UNISTRUT. (P) (2) FRLB (1 FOR ALPHA, 1 FOR BETA) MOUNT TO (E) PARAPET WALL W/ (E) UNISTRUT. 1 PROPOSED EAST ELEVATION 2. 22x34 SCALE: 3/16" = 1' 11x17 SCALE: 3/32" = 1' ROOF LEVEL ti 31'-6" AGL REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2015 City of Tukwila BUILDING DIVISION GROUND LEVEL 0'-0" AGL RECEIVED CITY OF TUKWILA DEC 2 2 2015 PERMIT CENTER T • •Mobile• FAIRWAY CTR/151ST A 62ND SE03563D 14240 INTERURBAN AVE S TUKWILA, WA 98168 BUILDING PERMIT CN16 NO. DATE: DESCRIPTION: BY: Q—B 11 MINOR REV BJT S 7/162015 ADD UNISTRUT ATTACHMENT WEATHERPROOFING DETAIL BJT Q6/1-.1S REV. PER 1A BJT Q5/1&2015 REV. PER STRUCTURAL BJT Q—.IS REV PER REDLINES BJT Q4/-m ISSUED DESIGN REVIEW = =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CNK. BY: AAL BJ T H 0,1j jy1S 1C DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. PROPOSED SITE ELEVATION A 2 1 NSN RADIO MODULE FOR LTE 700 PROPERTY VALUE HEIGHT 15.75" WIDTH 15.75" DEPTH 5.91NCHES WEIGHT 59.52 LBS 1 FRLB DETAIL A-3 SCALE: NTS PARTS LIST ITEM # QUANTITY PART NUMBER DESCRIPTION 1 2 601257 ANGLE ARM 2 2 601256 MOUNTING CLAMP 3 2 601235-1 BRACKET 4 2 601235-2 BRACKET 5 1 601258 LABEL, ANGLE 6 4 600679-3 SPACER TUBE 7 14 100525-24 8 2 600419-8 MBXI.Z5x25mm LARGE CARRIAGE BOLT ;INLESSSTEF-L) 9 6 6/1/7395 10 4 600419-10 x . x mm 11 6 204001-15 MBxl.25HEXNUI 12 2 225244 CLAMP PLATE 13 8 600419-24 14 8 204001-21 IVI IZX . 15 4 600419-12 x . x mm 17 1 1 601584 MOLYBDENUM DISULFIDE GREASE BOTTOM BRACKET 3" STD WT TOP BRACKET 2 ANTENNA BRACKET ATTACHMENT DETAIL A-3 SCALE: NTS NOTE: INSTALLATION OF THE EXPANSION ANCHORS REQUIRES SPECIAL INSPECTION PER ESR REPORT 1917. THE SPECIAL INSPECTION SHALL BE PERFORMED BY A QUALIFIED THIRD PARTY TESTING AGENCY. G. Ce, O�Q •A kL tZ�o/�t�S 1" x 1/8" THICK MASTIC TAPE ON BACK OF 1-518" UNISTRUT FOR WEATHERPROOFING M ANTENNA ATTACHMENT DETAIL A-3 SCALE: NTS UNISTRUT (TYP) RECEIVED CITY OF TUKWILA 4 UNISTRUT ATTACHMENT WEATHERPROOFING DETAIL A-3 22x34 SCALE: TBD 1 1x17 SCALE: TBD DEC 2 2 20115 CENTER T--Moblle• =PROJECT INFORMATION: FAIRWAY CTR/151ST A 62ND SE03563D 14240 INTERURBAN AVE S TUKWILA, WA 98168 BUILDING PERMIT NO. DATE: DESCRIPTION: BY: Q&612015 MIN.RFtEV BJT 5 71,612015 ADD UMSTRUT ATTACHMENT WEATHERPROOFING DETAIL BJT Q6/15/2015 REV. PER 1A BJT Q111-1111 REV. PER STRUCTURAL BJT Q.12.15 j REV PER REDLINES BJT ,L 4/62015 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK. BY: AAL BJ \.THOA� . OF WA i'1T, 3S' 11510"' DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORSAND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. GENERAL DETAILS =DRAWING NUMBER: A 3 it ELECTRICAL GROUNDING PLAN 22x34 SCALE: 3/8" = 1' 1107 SCALE: 3/16" = 1' GROUNDING NOTES: 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OFTHE NATIONAL ELECTRICAL CODE. 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 9'. 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINTATTHEIR MATING SURFACES AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE. 5. ALL GROUND BAR CONNECTIONS ARE TO BE 2 HOLE LUG COMPRESSION TYPE. STACKED CONNECTIONS ARE NOT ACCEPTABLE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. 6. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY ATLEAST 6". 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5OHMS TO EARTH. 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS; TO PRECLUDE ESTABLISHING A "CHOKE" POINT. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 11. GROUND RING BURIAL DEPTH SHALL BE 39'. 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGER OR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5 OHMS RESISTANCE. THREE DISTANCES SHALL BE USED: 1 AT 100 FEET, 1 AT 70 FEET, AND 1 AT 35 FEET. THESE DISTANCES ARE SUBJECT TO A SITE BY SITE BASIS. T-MOBILE-WTS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR. SYMBOL LEGEND: MGB -jT GROUNDBAR ■ CADWELD • MECHANICAL CONNECTION COPPER GROUND ROD O GROUND INSPECTION WELL EXPOSED WIRING ------ UNDERGROUND WIRING SEP1►RATE PER IT AND APPROVAL REQUIRED RECEIVED CITY OF TUKWILA DEC 2 2 2015 PERMIT CENTER T --Mobile- =PROJECT INFORMATION: FAIRWAY CTR/151ST & 62ND SE03563D 14240 INTERURBAN AYE S TUKWILA, WA 98168 =ISSUED FOR: IBUILDING PERMIT ce:c BO. CAM DESCRIPnom. By. Q121.15 REV PER REVIEW COMMENTS — A. 8AV2015 MINOR REV Bit 5 7/1&2015 ADD UNISTRUT ATTACHMENT WEATHERPROOFING DETAIL SJT Q6M &2015 REV. PER 1A BJT Q511&2015 REV. PER STRUCTURAL BUT QSWO15 REV PER REDLINES Q1111.15 ISSUED DESIGN REVIEW I =PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TN AVE NE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BY: CHK" BY: AAL BJ Yi • /O( 1�' '/� T SI .� SIN �51S � �SS'g1\41i�� Y � =DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. ELECTRICAL GROUNDING PLAN DRAWING NUMBER: E I Aw HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF INSULATORS AND MOUNTING BRACKETS AS SHOWN i!�i #2 GREEN INSULATED COPPER WIRE TO AG B AT TOP OF POLE COAX CABLE GROUNDING KITS WITH ® HARGER GROUNDING BAR LONG BARREL COMPRESSION LUGS, #GBI14412G OR EQUAL INSTALLED BY CONTRACTOR. ® ANTENNA MOUNT GROUND COAX CABLE ® GROUNDING KITS m ® #2 SOLID BARE TINNED ® ®® m COPPER WIRE TO GROUND RING - PROVIDE (2) PER MGB #2 GREEN INSULATED COPPER WIRETO MGB AT BOTTOM OF POLE - = CADWELD � m 1 TYPICAL CADWELD CONNECTIONS E-2 SCALE:NTS m TYPICAL MGB TYPICAL AGB 2 GROUND BAR DETAILS E-2 SCALE: NTS RECEIVED CITY OF TUKWILA DEC 2 2 2015 EEPARATE PERMIT AND ; ' -_,. PERMIT CENTER APPROVAL REQUIRED V TYPE TA TYPE VN TYPE NC TYPE SS TYPE W TYPE VS TYPE VB TYPE PT O TYPE GT TYPE GY TYPE GR TYPE GL T - -Mobile- =PROJECT INFORMATION: FAIRWAY CTR/151ST & 62ND SE03563D 142401NTERURBAN AVE S TuawILA, WA salsa =ISSUED FOR: BUILDING PERMIT =REVISION HISTORY: cxlc NO. DATE: DESCNIYTIOM: 6Y: Q1T/3/16 REV PER REVIEW COMMENTS BJT Q8/62015 MINOR REV BJT S T/1812015 ADD UNISTRUT ATTACHMENT WEATHERPROOFING DETAIL B'R Q6/1512015 REV. PER to BJT QS/T .2015 REV. PER STRUCTURAL BJf Q5/82016 REV PER REDLINES BJT Q4Bf2016 ISSUED DESIGN REVIEW BJT =PLANS PREPARED BY- B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.11 06 =DRAWN BY: CHK. BY: AAL BJ v i 7 Iv � 37041 �KyT �yo =DRA WI NO INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE: ELECTRICAL GROUNDING DETAILS DRAWING NUMBER: E 2 SITE LOADING CHART 16 41 SECTOR COLOR ANTENNA MODEL # VENDOR AZIMUTH (TN) MECHANICAL ELECTRICAL DOWNTILT RADIATIONDOWNTILT CENTER CABLE TYPE ALPHA RED SBNHH-ID65B COMMSCOPE 90° 2° 2° 36'-O" AGL HYBRID CABLE BETA GREEN SBNHH-ID65B COMMSCOPE 170' 2' 2° 36'-O"AGL (1) GAMMA BLUE SBNHH-ID658 COMMSCOPE 330' 2° 2' 36'-O"AGL (1) HYBRID CABLE NOTE: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHER PROOFED. 2. CONTRACTOR TO DIP CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. • COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OFJUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING.) 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY T-O" ON CENTER. CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 5. VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATER AWAY FROM CONNECTION. (SEE STEP 4.) 6. PROVIDE HEAT SHRINK IN PLACE OF TAPE FOR QUAD POLES AND TMA'S. HEAT SHRINK SHALL BE "CANUSA" WITH ADHESIVE. ELECTRICAL TAPE: 3 LAYERS WITH 2" TAPE AND 3 LAYERS IN 3/4"TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS ANTENNA AND COAX GENERAL NOTES: 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR. 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED AS FOLLOWS: 3. THE ABOVE COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES, USE THE ATO, BTO, & GTO COLOR CODES ONLY. 4. COAX SHALL BE TAGGED WITH COLOR CODING AT(2) PLACES USING 1" WIDE WEATHERPROOF COLORED VINYL TAPE AT THE FOLLOWING LOCATIONS: #1 -AT ANTENNA CONNECTION #2 - AT ENTRY TO EQUIPMENT CABINET 5. RUN COAXIAL CABLE WITH MINIMUM 12" SLACK & 12" FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IF APPLICABLE), UP TO TOWER LEG (IF APPLICABLE), & DISTRIBUTE TO EACH ANTENNA DEVICE. FURNISH AND INSTALL A MINIMUM OF (3) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OFANTENNAS, CABLE, & CABLE DIAMETER WITH PROJECT MANAGER. 11.9" 72.6" COMMSCOPE ANTENNA DATA MECHANICAL SPECIFICATIONS PART NUMBER HEIGHT WIDTH DEPTH WEIGHT SBNHH-D65B 72.6 in 11.9in 7.1 in 140.6 Ibs CONNECTORS I STANDARD MOUNTING HARDWARE 6 7-16 DI IINCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. 1710-2360 MHz ±451 17.7-18.6 dBi 64' t 6" VSWR I MAX INPUT POWER ELEVATION B.W. <1.4:1 1350WATTS 4.5° - 5.6` BUTYL TAPE SHALL BE CUT (DO NOT STRETCH). COAT (ALSO KNOWN AS MASTIC, TAFFY TAPE) WITH 3M SCOTCHKOTE SPRAY SEALER RECEIVED TAPE (1 LAYER) I — I CONNECTORS(rYP)1" -7� 2" 2"T le-- 4-T 4" -+ �' CITY OF TUKWILA T---�--t=�—� �, T------ --,—� i1 r �`_�------- II i k:f"t.�lr'iT DEC 2 2 2Qi5 fl. I I La I_—._—»_ i-4i , —ERMITAND STEP1 STEP2 STEP3 STEP4 APPROVAL PERMIT CENTER 1 COAXIAL CABLE WEATHERPROOFING 1�L REOUIRM F-1 SCALE: NTS T IS mMobile- PROJECT INFORMATION: FAIRWAY CTR/151ST & 62ND SE035WD 14240 INTERURBAN AVE S TUKWILA, WA 981W ISSUED FOR: [REVISION BUILDING PERMIT HISTORY: CHI. No. DATE. DESCRIPnon, an Q12J311 LANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.8S1.1106 DRAWN BY: CHK. BY: AAL BJ LICENSURE: 41 .♦ ssX.,na. t : j�4 DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. DRAWING TITLE: RF DETAILS RAWING NUMBER: RF 1 5 REV PER REVIEW COMMENTS BJT A. 8/52015 MINOR REV BJT Configuration 702A_RUSh 011 - No AWS UMTS - 2015 Art.nwraW.9d an§ secux §nown W nzrAy) legend LTE 700 Hexx ort Antema r� T In -Mobile- =PROJECT INFORMATION: FAIRWAY CTR/151ST $ 62ND SE03563D 742401NTERURBAN AVE S TUKWILA, WA 98768 =ISSUED FOR: BUILDING PERMIT =REVISION HISTORY: CNK M0. DATE: DE6DRIPTIOMs 6Y: Q1-15 REV PER REVIEW COMMENTS SJT Q8/82015 MINOR REV SJT 5 T/1fi2015 ADD UNISTRUT ATTACHMENT WEATHERPROOFING DETAIL fi.fT Q(i/i5/2015 REV. PER 1A B.fT Q5/1 tY2015 REV. PER STRUCTURAL BJT Q5/52015 REV PER REDLINES &R Q4/Sf2015 ISSUED DESIGN REVIEW OJT =PLANS PREPARED BY: B. J. TNOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206.851.1106 =DRAWN BYs CNK. BY: AAL BJ� L, r I 3'.�Nl /R- ��TS >1" =DRAWING INFORMATION: 00 NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN WHICH LS RELATEDTO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAWING TITLE: RF DETAILS =DRAWING NUMBER: RF 2 = IQF 4M ENGINEERING sMobi*lew" STRUCTURAL ANALYSIS REPORT S E03563 D Fairway Ctr / 1515t & 62nd REVIEWED FOR CODE COMPLIANCE APPROVED DEC 31 2015 City of Tukwila BUILDING DIVIS10i,4 i' CORRECTION LTR#�._ 250 4th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 Rooftop Site 14240 Interurban Ave S Tukwila, WA 98168 .DIS—01oZ7 RECEIVED CITY OF TUKWILA DEC 2 2 2015 PERMIT CENTER 1210112015 CG Project No.: 15070.616 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-3 SITE DATA 4-7 LATERAL LOAD CALCULATIONS 8-9 APPURTENANCE & MAIN STRUCTURE ANALYSIS 10-28 APPURTENANCE DATA SHEETS 29-30 ARCHITECTURAL DRAWINGS (EXCERPT) Al-A6 PREVIOUS ANTENNA UPGRADE CALCULATIONS (EXCERPT) A7-All 4M 250 4ch Ave S Edmonds, WA 98020 p.425.778.8500 f.425.778.5536 ENGINEERING T-Mobile SE03563D Fairway Ctr / 151rt & 62nd—15070.616 May 15, 2015 Structural Analysis Report Page 1 INTRODUCTION CG Engineering was retained by BJ Thomas (Client) to provide structural analysis of the existing rooftop structure for the site modifications proposed by T-Mobile. The structural analysis completed by CG Engineering was inclusive of the structural elements that were affected by the addition of equipment and antennas associated with the proposed T-Mobile site modifications. Where applicable, this includes the antenna and equipment support structure and affected portions of the existing main structure. SITE DESCRIPTION The appurtenances are mounted to an existing concrete building rooftop with an overall height of 31'- 6". The antennas and RRU's shall be mounted to the existing concrete parapet wall mounts. The proposed antennas shall have a rad center of 37'-0". The Client provided us with structural calculations by Cornerstone Engineering for a previous modification dated 6/1/2012. 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. Existing Appurtenance Proposed Appurtenance Configuration Sector Configuration (Bold=New) Mount Type (1) Commscope Panel Antennas (1) Commscope Panel Antennas Model No. #TMZXXX-6516-A3M Model No. #SBNHH-1D65B Mount (2) UMTS 2100 TMAs (1) FRLB antennas & A (4) Diplexers (4) Diplexers RRUs to exist (1) FRIG (1) FRIG parapet wall (1) FXFB (1) FXFB mounts (1) COVP (1) COVP (1) Commscope Panel Antennas (1) Commscope Panel Antennas Model No. #TMZXXX-6516-A3M Model No. #SBNHH-iD65B Mount (2) UMTS 2100 TMAs (1) FRLB antennas & B (4) Diplexers (4) Diplexers RRUs to exist (1) FRIG (1) FRIG parapet wall (1) FXFB (1) FXFB mounts (1) COVP (1) COVP (1) Commscope Panel Antennas (1) Commscope Panel Antennas Model No. #TMZXXX-6516-A3M Model No#SBNHH-iD65B Mount (2) UMTS 2100 TMAs (1) FRLB antennas is G 4 Diplexers () p (4) Diplexers RRUs to exist (1) FRIG (1) FRIG parapet wall (1) FXFB (1) FXFB mounts 250 4`h Ave S Edmonds, WA 98020 p.425.778.8500 f.425.778.5536 ENGINEERING T-Mobile SE03563D Fairway Ctr/ 151" & 62nd—15070.616 Structural Analysis Report May 15, 2015 Page 2 The coax cables that serve the antennas weigh less than 5 Ib/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. ANALYSIS CRITERIA The parameters in the following table were used in our analysis of the structure based on its location. City of Tukwila, WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice (3-s Gust): 110 mph Risk Category: II Sds: 0.981 Exposure: B Kzt (ASCE 7-10): 1.0 Sd1: 0.550 Notes: 1. Refer to the attached topographic profile(s) used to determine the topographic factor. 2. Parameters based on the 2012 International Building Code (IBC) and referenced standards. APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined to be sufficient to support the proposed loads. Additionally, the existing structure has been determined to be sufficient to support the proposed appurtenance configuration. CONCLUSIONS/RECOMMENDATIONS We have determined that no upgrades to the existing structure are required for the proposed T-Mobile installation as described above in the appurtenance configuration tables. Alpha Sector Appurtenance Anchorage: The antenna shall mount to a new 3" standard pipe connected to the existing concrete parapet wall. The FRLB shall mount to the existing Unistrut mount on the existing concrete parapet wall. Attach the antenna to the pipe with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. Beta and Gamma Sector Appurtenance Anchorage: The antennas shall mount to new 2" standard pipes. The 2" standard pipes should then mount to the existing 3" standard pipe mounted to the existing concrete parapet wall. The FRLB's shall mount to the existing Unistrut mount on the existing concrete parapet wall. Attach the antennas to the pipes with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. C 250 4`h Ave S Edmonds, WA 98020 Cam- p.425.778.8500 f.425.778.5536 ENGINEERING T-Mobile SE03563D Fairway Ctr / 151'` & 62nd—15070.616 Structural Analysis Report CONDITIONS OF ANALYSIS May 15, 2015 Page 3 This structural analysis is based on the documentation that was available to us. CG Engineering did not perform an observation of this site to verify the accuracy of the provided structure and appurtenance data, and we should be contacted immediately if there are any discrepancies with the information stated within this report. Our analysis is based on the assumption that the 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. "Structural Calculations for Installation of Telecommunications Equipment", by Cornerstone Engineering, dated 06/01/2012 C 4M 250 4`h Ave S Edmonds, WA 98020 p.425.778.8500 f.425.778.5536 ENGINEERING 5/14/2015 Design Maps Summary Report Design Maps Summary Report User -Specified Input Report Title SE03563D Fairway Ctr/151st & 62nd Thu May 14, 2015 20:41:47 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.475840N, 122.25679°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III I- t� 58dont TJ, z' c� f, K +t JrttQ 3- )6 s ty 1f �' il.,., t1 tt •7'r?.`{i t . - �1 � y f� � �#f i:_, .mac.; t� r� •+[i •• i 13ut en ' - r r ; -iT1 1J ..Tl FN'il-i _ - } -„ Y f .J tit `� ti. �' i •a . � ^� =�yl J� � •167 �r TqW ♦ 5C 'An _,r F,,_.• � 15 M1 Que sox •. a 02015r11130 �s-1 �.. s 0 MapQuest USGS-Provided Output Ss = 1.472 g SMs = 1.472 g Sps = 0.981 g = �• S1 = 0.550 g SM1 = 0.825 g Sol = 0.550 g For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRV building code reference document. MICEa Response Spectrum 1.6s 1.so 1.3s 1.24 1.05 0.90 V to 0.75 0.60 0.45 0.20 0.15 0.00 0.00 0.20 0.40 0.60 0.90 1.00 1.20 1.40 1.60 1.20 2.00 Period, T (set) 1.10 1.40 0.90 0.80 0� 0.60 v tM 0.50 0.40 0.30 0.20 0.1 U 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period, T (sec) Design Response Spectrum Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the y http://ehp2-earthquake.wr.usgs.gov/designmaps/us/Summary.php?template=minimal&Iaftude=47.475839&longitudes-122.256794&siteclass=3&riskcategory=0... �(2 Topo North AmericaTm 10 G endale gtN OSA S NORFOLK \1�A, r RO15 5EN� -9i Ci �— � ItiQOP RD S COOPER ST / W ,o�� 1 J S r. ' D Tamlll o < �. �- __ N D� tN 24TH ST \ IVICTOR�ST ' < Q 4, 1` S RUGGLES ST ST. S PRENTIOE.S. Psi t \�.� r F West Duwaml'sh {� 1_7!HjST i ( y Lake g Rld e 7sSS BANGOR;51 \F � Q � \ LO� N 1 I\{ S 109TH ST[,,S-HAZEL ST y S 110TiH ST �rw c"A S 142TH ST 15i7/ ra � 2� Ol . N1 ti� y �� Bryn,Mawr \� p �- a 4112TH,Sr ya S S �Q \ 1iM1\D W 157, r t N m in Southern Helgh; op\� N n)n �_• C S/I O im�. N m i n , 1.`l 1 f Ientowrl\� in T �__ �^ R �• M�' iciPal N 7TH ST w. F 5 124TH Slj Q1 \ Boulevard Park Z S 126TH X, y/� 1,-1 pJ�1 r W. W rn I S 1315T.STt t �t rr m�!/ Riverton 9 AP 1� > S 134TH STL�atona ! y / �- Sl ` _/ ➢ a 4 B e! F '� �00 5-13'6TH'5T LQ A A Foster i_ 5 137TH 5T 138T v�h 5 135T a Renton�_Z ®A.�T D 5 139TFi SIT cem ` 0 D D `� N47° 28.550' 900 RO• P� to U' ` < m p -mo W I22° 15.408' Sty Ef BL D i Dr p X \ to I. a9 Jv�i d� BGe-kz to . > D. rn r1 ��P z4 S 146TH ST�rr� ut H _ rrkp lry D < ��P�� j m Dt j UI �, Riverton Heights a ( ai� 15�4B w ot�'ot, O 3 ,�2 �I O D�m v N�5 \�mfyp 1 J. mar/'i` 2 O. o lJ r, �:+;,> `154 Mtn GJ< m 2 Z t 9 3' 2JZ+� F � D uQ �•�� : vt�. Z s4A� lm u, s' ., r 1 `lu�. 2r ST ti F z a n G VANS BLACK-D I a SW 23RD m > \ 1 153 = Ski 1 M. D I I� 7mo SW_ 27TH ST t( j ink d �, 3 515 1168T :ST T w Q' n Nth In- w •�! MCVan AM,M ken Heights r —. �'Z / I A O T/ SW 29TH ST n r.N N y of , Q ' m 99 S 172ND PL imi't m MI KL'ER BLVD w w L m z S 173RD ST 1 z� v i w _3 t? i\ ' m UP ND DR a t.. 1 0 < ¢ o 103gp i S 175TH ST a ut 3 j > 'If AVE: =176TH.ST �` ", w t67 �z Seattl -Tacoma in =_� International A '-v $�178TH' j�F `ui w Ln w r$bl_BOTH 1 �, SA•XON DR ' a ¢ ' O' o t'^� ' } _ �m 1 �i' SE-CARR.RD Ii a SEGALE D o f l 180IN S5T Orlllia I D!tn PARK DR D �7 - ".'". '_' m-- �S 182ND STD i' ._.... = 250 � ut m 543RD.ST�� l� p ST m lnke v 152 r% - �� tat S 184TH ! M- Sg6�Hr�\ 5E I' I S itBST.H tPL 34.3ft 0'05tRuctr0 fay SIM 30ft SATE TGPa (Fa7NRE5 20 ft loft Oft 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: -4.8 ft Avg Grade: 0 Climb Elev: 84.3 ft Desc Elev: 89.2 ft Max. Elev: 34.3 ft Min. Elev: 9.4 ft Climb Dist: 1.5 mi Desc Dist: 1.6 mi Data use suDIect to license. 0 DeLorme. Topo North AmedcaT"' 10. www.delorme.com MN OOVE) Scale 1 : 50,000 o w w o x ,w x " 1" = 4,166.7 ft Data Zoom 12-0 Topo North America"m 10 �, 11 •ate. `4 �11 • �(r ��� R• � Vr•(�' rAll110 ;�,e ~ d - �i1P►` OWN i► o�l��o � m 1�i •� ILim OIL MIN fit t fin e ',<�► ' "�nl��id r. -•- I�III{� �� =' ��`'� �lV.as, Ili, ISO i All M911h,1% WIN WFOOM In RMW ^•1•►.. ��,� `'tip ,4 _- ■. r \\� �l�"�.■111 �\\\�a2l�aSi�a•O'r �. 1]i�.'a E51ills �, ` ` aifc8 min ��� +�.,_�`s ��� ��j-fir �'✓® a��` �iti �, �� •• � � �'/�� � I � �� i•- r�. 14 i ��►� /�IN. �� �� so SAI Hitt tt , , 200 tt t ft Omi ..0 ft 1 mi 1.50 mi 2 mi 2.50 mi 3mi 3.50 mi 4.01 Lin Dist: t t Climb Data use subject to license. © Del-orme. Topo North AmericaT'" 10. www.delorme.com I MN (16.WK) Scale 1 : 62,500 o x x x , o x , x r 1" = 5,208.3 ft Data Zoom 11-6 Topo North America rm 10 Him= 4ay. NOW �� a ��III►, �,� it m ��`y ���:E. � CIE ��' � �� ��- ��� -;�1 •. �.' h ..,. (�/ �/f - ��t.( _ � �'��i�i�s►�,.,�-�1,'�� ,� l ��: t==�s��� J�O��� ��■�,�`r1 � . ice\ , 11,� 011 I(iff111111�t � '• =err `�j t � 0 „ Omi .., ft 1 mi 1.50 mi 2ml 2.50 mi 3mi, Lin Dist: 4.0 mi .. ,.. ,. .. uata use suoteci to sense. © Del-orme. Topo North AmericaT"" 10. www.delorme.com Scale 1 : 62,500 1" = 5,208.3 ft Data Zoom 11-6 1 Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613 & ASCE 7-10 Section 13.3) Seismic Force: 0.2s Spectral Response Acceleration, Site Class B, S, = 1.472 (ASCE 7, Figure 22-1 thru 22-6) 1.0s Spectral Response Acceleration, Site Class B, S3 = 0.550 (ASCE 7, Figure 22-1 thru 22-6) Site Class = D (ASCE 7, Section 11.4.2) Design g g ry _. _ Seismic Category b (ASCE 7, Tables 11.6-1 & 11.6-2) Site Coefficient per S, & Site Class, Fa = 1.00 (ASCE 7, Table 11.4-1) Site Coefficient per Sl & Site Class, F. 1.50 (ASCE 7, Table 11.4-2) Sens = FaSs = 1.472 (ASCE 7, Section 11.4.3) Sm = FvSi = 0.825 (ASCE 7, Section 11.4.3) SDs = 2/3 Sms = 0.981 (ASCE 7, Section 11.4.4) SDI= 2/3 Sm = 0.550 (ASCE 7, Section 11.4.4) (Per ASCE 7-10, 13.3) Component Amplification Factor, ap = 1.0 (ASCE 7, Table 13.6-1) Component Response Modification Factor,, Rp, 2.5 (ASCE 7, Table 13.6-1) Component Importance Factor, 1p = 1.0 (ASCE 7, Table 1.5-2) Component Operating Weight, Wp _ Wp (lb) Height in structure at lowest point of attachment.of component, zi = 32 (ft) Height in structure at highest point of attachment of component, zz = 33.33 (ft) Average Roof Height of Structure, h = 31.5 (ft) Seismic design force, Fp = 0.4apSDSWP (1+2z h) RWIP (Eq.13.3-1) Max. seismic design force, Fp_, = 1.6SDS[pWP (Eq. 13.3-2) Min. seismic design force, Fpmi, = 0.3SpslpWp (Eq.13.3-3) Seismic design force at lowest point, Fpl = 0.476 Wp Fp IAVGJ= 0.483 Seismic design force at highest point, FP2 = 0.489 Wp Min. seismic design force, Fpmin = 0.294 Wp Max. seismic design force, Fp_ = 1.570 Wp Seismic design force, Fp (ASD) = 0.345 Wp Description By We C SDT 5/14/2015 O ENGINEERING Seismic Loads For Components &Systems chewed Date Project Sale Sheet No. 250 ath Ave. south SE 03563D Fairway Ctr / SSist & 62nd N.T.S. Suite 200 lob No. Edmonds, WA 98020 15070.616 Wind Load Calculation for Other Structures (Reference: 20121BC Section 1609 & ASCE 7-10 Chapter29) Wind Velocity, Pressure: Average Roof Height of Building, h (ft) = 31.5 (Per Architectural Drawings) Height of Other Structure, z (ft) = 33.33 (Per Architectural Drawings) Basic Wind Speed, V3, (mph) = 110 (ASCE Figure 26.5-1) Exposure Category = B (ASCE Section 26.7.3) Risk Category = 11 (IBC Table 1.5-1) Velocity Pressure Coefficient, Kh = 0.71 (ASCE Section 29.3.1 & Table 29.3-1) Topographic Factor, Kt = 1.00 (ASCE Section 26.8.2 & Figure 26.8-1) Wind Directionality Factor, Kd = 0.85 (ASCE Section 26.6 & Table 26.6-1) Velocity Pressure, qh (psf) = 0.00256KhKztKdVA2 (ASCE Eq. 29.3-1) qh = 18.65 psf Design Wind Load on Other Structures Horiz Gust Effect/Force Coefficient, (GCr) = 1.9 (ASCE Section 29.5.1) Vert Gust Effect/Force Coefficient, (GCr) _ 1.5 (ASCE Section 29.SA) - - Projected Area Normal to the Wind,AforA (ft') = At or A, (Projected Wind Area) Design Lateral Wind Load, F (lbs) = gh(GCr)Af & (ASCE Eq. 29.5-2 & 29.5-3) _. ahfGCrlAr I Ee- ` EERN G Suite 200 Edmonds, WA 98020 LRFD Horiz Force, Fh = 354 psf x A, Vert Force, Fv = 28.0 psf xAr Horiz Force, Fh = 21.3 psf xAt VertForce,:FV= -16.8 psf zAr ASD K. or Kh (ASCE Table 29.3-1) Height Zft Exposure B Exposure C Exposure D 0 0.57 0.85 1.03 15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1,22 50 0.81 1.09 1,27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 1.55 180 1.17 1,43 1.58 200 1.20 1.46 1.61 Wind Loads For Components and Systems SE 03563D Fairway Ctr / 151st & 62nd SDT ) 5/14/2015 Sheet No. N.T.S. _ AITPWO. AIA5-r Aua ANcWIF DEP Al PMMA Nt-2f3 Psis yft WperE — J6� Ids- w�ip� = �►� �3.s�z� � ��rcF i i � I 1 331� -733 � (N Ec lc 4 NTFAIY{ M657"' MGM As FFAI eAw4- wpifF P�� N fZC�lG= �' S7`d PIPE MMAY $ Iz 112 i 33 q 6 7 Uri pr L = 93S 1 b s C7/). R L = ± ?a 4f FE0 S.p pipe, Description V A'P /►'Pf'y►f 1 MA rcfafL BY Spr Date Checked Date J ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 project Job No. Edmonds, WA98020 IRV/# cTe- 425.778.8500 y !I I (J www.cgengineering.com 2 9Em Ef t2 iz 88 ez E.9 bi r= 3H o, .2 —2 > 2II 11 II 11 Ix m Kw' . ci ci oci L r Lu < 6 6 ci gs '22 aD f- 4 1 C3 U) . -- - 44 LLI Fig W E r E �82 j 0 illcvuTill 'Lu fi E' T % -E 12 :E -6 E E E 1 g 'x 'x ox x x x3:2 T m �v ta A v r. 'Lu e Description � A eAAA � C�M By Date � f ! Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Edmonds, WA 98020 'i project C�n1 f 11 I KWA C7 R Job No. www.cgengineering.com 4gengin erin }567(),616 F� {— www.hilti.us Profis Anchor 2.5.2 Company: CG Engineering Page: 1 Specifier: SDT Project: SE03563D Fairway Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/14/2015 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (31/4) Effective embedment depth: hef,ea = 3.250 in., hnnm = 3.625 in. . Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: . 5/1/2013 1 5/1/2015 Proof: Design method ACI 318-11 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.125 in. Anchor plate: IX x ly x It = 3.000 in. x 22.000 in. x 0.125 in.; (Recommended plate thickness: not calculated) Profile; Round bars (AISC); (L.x W x T) = 0.063 in...x 0.063 in. x 0.000 in. Base material: cracked concrete, 2500, f�= 2500 psi; h = 7.250 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D., E, or F) Tension load: yes (D.3.3.4.3 (c)) Shear load: yes-(D.3,3.5.3 (b)). .. ..... . Geometry [in.] & Loading [lb, in.lb] Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilt! AG, Schaan 13 www.hilti.us Profis Anchor 2.5.2 Company: CG Engineering Page: 2 Specifier: SDT Project: SE03563D Fairway Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/14/2015 E-Mail: 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity ON / Ov Ml Status Tension Shear Concrete edge failure in direction y+ 1958 2101 - / 94 OK Loading ON Ov Utilization SNv [%] Status Combined tension and shear loads - - 3 Warnings • Please consider all details and hints/wamings given in the detailed report? Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 HIM AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.5.2 Company: CG Engineering Page: 1 Specifier: SDT Project: SEO3563D Fairway Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/14/2015 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Kwik Bolt TZ - CS 1/2 (31/4) Effective embedment depth: hof,ad = 3.250 in., hnom = 3.625 in. Material: Carbon Steel Evaluation Service Report: ESR-1917 Issued I Valid: 5/1/2013 1 5/1/2015 Proof: Design method ACI 318-11 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); It = 0.125 in. Anchor plate: Ix x ly x It = 3.000 in. x 22.000 in. x 0.125 in.; (Recommended plate thickness: not calculated) Profile: Round bars (AISC); (L x W x T) = 0.063 in. x 0.063 in. x 0.000 in. Base material: cracked concrete, 2600, f�= 2500 psi; h = 7.250 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (D.3.3.4.3 (c)) Shear load: yes (D.3.3.5.3 (b)) Geometry [in.] & Loading [lb, in.lb] Ln 0 42* 4r .l Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hilti.us Profis Anchor 2.5.2 Company: CG Engineering Page: 2 Specifier: SDT Project: SE03563D Fairway Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/14/2015 E-Mail: 2 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity ON / Ov [%] Status Tension Pullout Strength 975 2396 41 / - OK Shear Concrete edge failure in direction y+ 172 4430 - / 4 OK Loading ON Ov C Utilization pN,v [°/a] Status Combined tension and shear loads 0.407 0.039 5/3 23 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan Description �[L%GJ� By D.�-- Date GG Checked Date f ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Project tp Job No. Edmonds, WA 98020 W 4 425.778.8500 www.cgengineering.com R AIN, E 'C ............ . .... ..... ...... Rr 7u; fn r E2 :S. a o E 9'r E :E5 > > U) 0 V) M MONO 66 090 C� g Lu O �2 :2 'n C's .. is I E ' E E 0 Cl) o 0 m z : t"- E 6-2 E .12 , 3.�EOoaE Em3k T g E E E YYxxY 00 -E 9 - mE' Eis 0. =x' ax x I o m o o Ho.- o 8 1+ Y. Y Description 1) H A ��� G' ('Fo- By Date 515115 Pj Il j f� 1 Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Project (' ' VIA OR Job No. Edmonds, WA 98020 ` +N ' 425.778.8500 www.cgengineering.com 1501? ��� o � � IH m c cn m � CS rlJa c 0000000 ILQ Qo9N n+ #o r}1Bo �m3wx QU a Smacnw=,�� _[G d"��.• O n CL a n E g 00 a + ,t c � m U > �2 Q EE �rs li lii m E n $° R E cnm¢EEE2 # .o $_ b rn - o IN E c v.19 's o to 0 0 5� K IxIr K 3 O N + O ' c c �Vf v, ao 3�m mono L. c O O O r a �. m i- m n :yaw Ho CS n f; O m f JS to {O UZ7,Q N Ate; f _ .��3 c� II NO fi� nN G� O== N� O '�•'� �3oi tU nE EE cc � Sxx io 'w fA fq Q c °1 aCJ �2Q E :2 s $�— umi=� E9 Ey3 c G O` ocx Sz OF `� 0o e--i gd` d..� 2 e W: o'C ac g mm E & a E = m c���� �¢.c ii'^ 3momE� �m� .Eon o,omo cw¢ t6 ® G cap �a H m A.- .2 .0 Ee (]of Eo�i & �Y 5g m -•,.yt ds3 p v m a�.EL m Exxxx 1E m J iy xN ;i 999 c m U O U d8 x� �Qj Y o C7�Om o EN s. Sm 4V:UJ£�d`m m mJ� pi ;m��01♦4�.0 p♦Q8 YY 7a (Hrci( �w(w gAA C \Aj= (2(�{t.G�r2fr•;� ♦2(a)(3•G�)� (1(?-si))= 26l IbS' '3t3 Iws (SfiRfjV . f. �j y �z S4 IbS — i 577 2ENG�'H) o : 1 i Description I ry / CTA S .'K L ( L By S -t t Date 511511, Checked Date ENGINEERING Scale Sheet No. 250 4th Ave. South Suite A Edmonds, WA 98020 Z project �jt 11� f,/ A Y (T it 1` w t�f R lob No. 425.778.8500 1 www.cgengineering.com I 9 S,jE=F91W- www.hilti.us Profis Anchor 2.6.2 Company: CG Engineering Page: 1 Specifier: SDT Project: SE03563D Fairway Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/14/2015 E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Kwik Bolt TZ - CS 1/2 (3 1/4) her,Bt1= 3.250 in., ham = 3.625 in. Carbon Steel ESR-1917 5/1/2013 1 5/1/2015 Proof: Design method ACI 318-11 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.125 in. Anchor plate: I, x ly x t = 3.000 in. x 24.000 in. x 0.125 in.; (Recommended plate thickness: not calculated) Profile: Round bars (AISC); (L x W x T) = 0.063 in. x 0.063 in. x 0.000 in. Base material: cracked concrete, 2500, f� = 2500 psi; h = 7.250 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic loads (cat. C, D, E, or F) Tension load: yes (D.3.3.4.3 (c)) Shear load: yes (D.3.3.5.3 (b)) Geometry [in.] & Loading [lb, in.lb] `y Input data and results must be checked for agreement with the existing conditions and for plausiblilyl PROFIS Anchor( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti Is a registered Trademark of Hiltl AG, Schaan ?2 www.hilti.us Profis Anchor 2.5.2 Company: CIS Engineering Page: 2 Specifier: SDT Project: SED3563D Fairway Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/14/2015 E-Mail: 2 Proof I Utilization (Governing Cases) Design values [Ib] Utilization Loading Proof Load Capacity ON / Ov NO Status Tension - - / - - Shear Concrete edge failure in direction y+ 3760 3916 497 97 OK Loading ON j;v Utilization pNv [%] Status Combined tension and shear loads - - - 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor (c) 2003-2009 HiltiAG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan ?3 www.hilti.us Company: Specifier: Address: Phone I Fax: E-Mail: Specifier's comments: 1 Input data Anchor type and diameter: Effective embedment depth: Material: Evaluation Service Report: Issued I Valid: Proof: Stand-off installation: Anchor plate: Profile: Base material: Installation: Reinforcement: CFNsi�N f R�w� w � CG Engineering Page: SDT Project: Sub -Project I Pos. No.: I Date: Seismic loads (cat. C, D, E, or F) Geometry [in.] & Loading fib, in.ib] Profis Anchor 2.5.2 1 SE03563D Fairway 5/14/2015 Kwik Bolt TZ - CS 1/2 (3 114) 4 w ,t°'°sit , „ta,$A her,aa = 3.250 In., hnom = 3.625 in. Carbon Steel ESR-1917 511 /2013 15/1 /2015 Design method ACI 318-11 / Mech. eb = 0.000 in. (no stand-off); t = 0.188 in. Ix x ly x t = 3.000 in. x 24.000 in. x 0.188 in.; (Recommended plate thickness: not calculated) Round bars (AISC); (L x W x T) = 0.063 in. x 0.063 in. x 0.000 in. cracked concrete, 2500, fc' = 2500 psi; h = 7.250 in. hammer drilled hole, Installation condition: Dry tension: condition B, shear: condition B; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Tension load: yes (D.3.3.4.3 (c)) Shear load: yes (D.3.3.5.3 (b)) Z wj Lei X 3, Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hill AG, Schaan www.hilti.us Profis Anchor 2.5.2 Company: CIS Engineering Page: 2 Specifier: SDT Project: SE03563D Fairway Address: Sub -Project I Pos. No.: Phone I Fax: Date: 5/14/2015 E-Mail: 2 Proof I Utilization (Governing Cases) Design values fib] Utilization Loading Proof Load Capacity ON / pv [%] Status Tension Pullout Strength 1879 2396 79 / - OK Shear Steel Strength 79 3572 - / 3 OK Loading ON pv Utilization SN,v [%] Status Combined tension and shear loads 0.784 0.022 5/3 67 OK 3 Warnings • Please consider all details and hints/Warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor( c) 2003-2009 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan 15 FRl F ANCOOM6r, MOUwr Rt�'s Vr-H)ko PST PA RA PST fir/#cL No W L' SE►f►�►'�-: ����= 03N5(�o� = ZI IDS wt = G� I6s MOUNT" To- F-X'TT VffiftPorrSi m It ra rs fi - CPCCK PA94 PEA U11AID COA D PFK Are*f ram c 3G : V= lids o ... ............ - C Cp4 =0"ss ids, : r,•; z CaNsI�ER 4' TR►3 ins tb sue_ P t� P R F VIays 6WV06 # 4 Q u 2 FK 15-r1 w - 1' RA PEI wit R pfQ�r�r Description � ) /� A/`�J�ah `F- BY Date ENGINEERING ��� �� Checked Date J/ 250 4th Ave. South Scale Sheet No. Suite 200 Project Edmonds, WA 98020 1 M j� A ! �n lob No. 4gengin erin ri l� ti C. c� �G-0. www.cgengineering.com ng.com O a` $ o `� o 0 0 0 o m o m o 0 0 0 0 o m aN N V O o N� 00000000000000 a - - g Z 2 2 Z Z 2 Z 2 Z 2 Z Z Z Z Z V - o 0 6 6 6 6 6 0 0 0 0 0 3 0 0 0 0 0 0 0 o m m o 0 0 0 b 6 w�e�mvmi vim cdv a5, 4mmm mmmm 14 x a M m m m m m m m m m m m m m m a,v mmsmmmmmmmm o _ hum moo V N N w m N..:�y "=�'�i:$000e00000 00000 .. - _.....E -.. - - - - .��.. D io N z oxx xs¢axxxxm x xr 0 q m ogm .9'a'm a aD IEgr 1Y'?YYYYYY�YYYYY 0 0o cc E E a3 aII I 3Q3 3Q3+o E^ m ioY000`0000=�mg4 dFy�gSa3 g� S." g 'BS.gogll m3 o2So3 o 0 N m N ojB 3 2 2 Sg o m o 0 0 = 2 000m m m° £ m - __ 9 •3 �oomo o000 IL Q y -j c y Oc 0 e i-mo!�Er-E� 12 r LL dWL N 0 0 0 990 N "- E x x x x g ohm co �; 0 0 o s :mi�gi � Fin - -__.C•UmN 40m m Jo - -Q 7 6 lLiWin 1� u t N r o :of m C6 c m %Vl g c c E E E 4�3p. Rmm m 4! caa^ o O �. a, li R o i j' W' �n o -6m id -m o�gU_`mE u J w o. o Uoa °u E is o 'd� o mm O.G N W (331, o �' W .2• W J f.li K [n Q I U F r N xx 3�S z jY�2WjSEE E 2 x 4 goo�u4�$6 CNE�K UV�2��r S��ucr��E (PAVIfy; hDpFD APPUrafA1RAvCF WOWIr OIVPAf?FD To �JN CpW RFT� wa UFmle t0b oN PPP) AIF W 1 Bc r= Description /l �l�i-j nr�n By �i1 Date C//�C11C (/ V l�✓1 7 K Checked{< Date 7J J ENGINEERING Scale Sheet No. 250 4th Ave. South Suite 200 Project G Job No. Edmonds, WA 98020 425.778.8500 www.cgengineering.com COMMISCOPE I 31-Dw,""'i-P IIJ .... . . .... . FM NEUD BY -*ANDREW. - . ... ........ ............. SIB N "[4- 1 D65' Andre--w%,(D ri-hand nt nna, 608-696 Arid -2 x 100- 26-160 N-H-1z' 65' baai PF-T, Boti-, 'iv haine-13 sh�re i�e sarzte tu ele—;Ca- Interleaved dipole technology providing for attractive, low wind load mechanical package 3 Pil -6,2 1- 6. 0 1 E.. 5 f: m vv id Cl'., 110 I onta 1, degtree� B - d Hi erticati, nhearee,- C. 9 ..4 '11t, dec!z'ees 0--11 i 1. 0 14 Fron-t-to-Ba; k Patio -ar8i,-, d8 q qj ?7 27! 7 C'P 19 1 P P, Mir B IR 4 d E 0 V S P. L. d i., i el 0 .1- j tj 1 0, 1 Ill, 2 x 2 0 V," dB,- I rz'-Ift pov:e!- Fie!- PCYV�- a n cc G- h nn S -U o h nn .01 1-,, h r; "D C' hn, HIASTA- H - -- - S50 - wi a ':',ea rr, s, aver,;,.:, ; d, B; z 15.8 J 5.6 j 7 3 7.8 I', b %, a- i Re a I 'Ais Tol �r d B Y 1-), 51 17 .7 -17,9 i F 1 .4 l 1 F 4 2 11 = E 1 -2 7 3 Z(3')!Lai -1 nc�-; '-i-nrees }-1. 3,4 3. 8 3. _7 TC U. 3 IDI, 2 -4-- C). 2 S 13 14 B k TO t d' POWer 20- -11&0� 30- d E. 26 2;2 -7 26 P 1 at B (D e g It, d B" - 22 C-1 !1 19 21 - 14 1 1 i s j 1 01 Sfa;-,,'�,- Iz tEASTAl TC 6COLO -e bene-s nt --_,,A Di"-Pul u i U ban d i i a" 1 7 Typ� -My -q Band 17 1 �D - - 2 3; -j iMl I z 698 - 8 JA , H 7 'pei-AF1 ! c aci ric -dl 6.—rq @2014 CommScope, Inc. All rights reserved. All trademarks identified by 0 or TM are registered trademarks, respectively, of CommScope. page I of 2 All specifications ore subject to change without notice. See www.commscope.com for the most current information. Revised: October 22, 2014 October 29, 2014 P , ric-Auc-1 Srl,.edficcaifions COMMSGOPE SBNHH-1 D65C POWTUD BY A FIDR EW ... .... .... ... .. ......... Cowl- Ligi-itninig Protection RadJaWr PhitwOl RF Cmmeam Werface PT tDtal A,'ind Spe-�dl, maximiirn Dirnernsions Upsgray dc Grour"d A'.!---jm?num 1 LovI2 board F i U'V re�zis-"'arit V16 DIN Female 8 79, 0 H !m) I 50 frill h, 19T6 W of 150 knVin 24L4 knVh I WO aVh Deptl-,t 1 F- 111 , 0 i ni m lTI in Length 24 38, f-1 m n 916.C., in th Ne L W e i g ht, 215 Ing 49A lb '!H+�.Caricq! Tilt fRET'; �Phnforn i fvt i q o"c' C C 2.!'-'; RET lintelace B,n DIN Funale BThi DIN Mal RET Totenace, quaway RE-1 symm. Agency UHS 20IM65aU Can~ by Emmlan Chma WHS SYT 11354 2006 Abw;e PA ax 1 rn? im! Vak,ie (NICV) Go WAI QUM.15 D ig " rr na f�ec -mi-ifutwed anWor d0kibut.ed unt-ler (hi.s uded P rod BSAMN01 -- VWde Pmhle Wema Dov,,,n�Ka tyr 2A - 65 in (60 - 115 rory OLI round me-tero KA conams ovE. scksor rop tvarkpt' on» botttorr, br—cl<e' @2014 CommScope, Inc. All rights reserved. All trademarks identified by @ or Tm are registered trademarks, respectively, of CommScope. page 2 of 2 All specifications are subject to change without notice. See www.commscope.com for the most current information. Revised: October 22, 2014 October 29, 2014 36 16928 Woodinville -Redmond Rd NE, Suite210 Phone: (425)487-1732 CORNERS-WONE Woodinville, W-A 98072 (206) 250-7306 E N �=, I N E E R i N �, i Nc. Email: cei@comerstone-engr.com Web: www.coFax: (425) 487-1734 merstone-engr.com OWL s S RUC!T_1R IL ♦ SURVEY Installation of Telecommunications Equipment Prepared By: Checked By: Prepared Date: CEI Project No.: Revision No. 1: Site Nape: Fairway Center/15� c¢ & 62nFairway Site Number: SE03563D 14240 Interurban Avenue South Tukwila, WA 98168 King County Joye M. Moore, E.I.T. Jennifer D. Johnson, P.E. Jonathan D. Gibson, P.E. June 1, 2012 12-06108 November 28, 2012 Comprehensive Design Solutions for Your Project Success! A% Project: SE03563D —Fairway Center A51' & 62nd Date: November 28, 2012 Client: T-Mobile Prepared By: J. Johnson CEI No.: 12-06108 Page I I. Project Description T-Mobile telecommunications has an existing site located on the rooftop of an existing telecommunications facility located at 14240 Interurban Avenue South in Tukwila, King County, Washington. The site consists of (3) existing panel antennas mounted to steel masts attached to the concrete parapet wall. The site support equipment is located adjacent to the east side of the structure at ground level within a fenced enclosure. The structural design and analysis of the proposed T-Mobile installation is for the replacement of (3) existing panel antennas, the addition of (3) new panel antennas, (3) new steel antenna masts, (9) Remote Radiohead Units (RRU's) and (2) COVP surge suppressors that will be mounted to the steel antenna masts. The masts will be attached to the concrete parapet walls. Additionally RF transparent screened enclosures will be installed at each sector and mounted to the concrete parapet walls. The additional gravity and lateral loads of the proposed equipment will transfer from the steel mast to the concrete parapet walls to the foundation, and into the soil below. In addition, (2) COVP's will be installed at the existing equipment cabinets within the fenced enclosure. 11. Design Procedure The information in this report summarizes the requirements for construction of structural elements for the proposed design in conformance with the 2009 International Building Code (1BC) and American Society of Civil Engineers (ASCE 7-05). Unless otherwise noted, all means and methods used shall be in_keeoing with good and generally accepted construction practices and all prescriptive design requirements of the 20091BC. As requested, the structural stability of the proposed loading has been evaluated for structural code compliance. The analysis derives its applied wind loads from 85 mph wind speed (37second gust) and Exposure "B°. Since soil properties are not available, seismic site class "D" was conservatively utilized for the seismic analysis per 20091BC (Section 16). Ill. Conclusions and Recommendations The proposed replacement of antennas and the addition of antennas, RRU's, COVP's to the steel masts and the screened enclosures attached to the pre -cast concrete panels in addition to the building structure are structurally adequate to support the additional loads of the equipment to be installed. Please refer to the following structural calculations, structural drawings and the supporting architectural drawings. The General Contractor shall verify all existing dimensions, member sizes and conditions prior to commencing any work. All dimensions of existing condition shown on the calculation are intended as guidelines only and must be verified in the field. Any discrepancies shall be called to the attention of the architect or engineer and shall be resolved before proceeding with the work. Contractor should provide temporary bracing for the structure and structural components until all final connections have been completed in accordance with the plans. 16928 Woodinville -Redmond Rd NE, Suite 210 Phone: (425) 487-1732 Woodinville, WA 98072 °'1 (206) 250-7306 Email: cei cornerstone -en com COr�Ne,RS7rONE @ LNG 1 Web: www.comerstone-engr.com N E C R, N r', INC. Fax: (425) 487-1734 AI P,-j-d Fi)S�9'5t FAlf-VI ". CC-MTFV by M jVl sheet no. + CORNeRsirONG location IJ 2-HO T-W-TEP U(RAh AVE 6VJ date -(—,/ NGI NEERINO, INC. client T— M013 L C E checked EI job no. I I 1 2 date OT bE Sc R I P-T 1,, T-M6 L F P Po E T?.) Al'30 MEW.. Tf-160- RZM F C - T R 0 0 !UT E GM T), 'FftF X 1 �7 11 NU PP. G - c /VS-F Q 0. N C R, F T F=-.. PPl,-lFL-$ 0 U P.A F KJ T -T N-412 N- x - I F iZ v t,1 i T -s 27 psi u t') FAA. C 10 P. F Ll') Mkt Fw = I G.(`L 5Tf) Vto jo) tL' E i i (6 , 9 ( z?)sv ( 7- 1 ILI I r-�, (P9 k, I Yl '69 rin > :Nk-J'A joy- i,la Project by sheet no. CORNEPtmrONE location date CEI job no. checked client date I SFE NEXT PACE- FLAZ 4,'RFAZ Sll EE-T fl-WA��s��> proled bll sheet no. 4 EODM7 NE;RS`AS ONE locationdte I'3N E E a I N G, 1 N C. CEI job no. dentichecked ©V. PKECA!�-,T VNALLS H)"JE �SUFFIC.iENT CAPAC-1-TY -Tb S\)eP0,T WfEOMA M(3VP.3T / l C-veze* Y* it yr ! %lif - ,/qk -F-r e OK-1 q,4-Ok .F7- C% RYKACONSULTING February 11, 2016 Teri Svedahl Administrative Support Technician City of Tukwila 6300 Southcenter Boulevard - Ste 100 Tukwila, WA 98188 RE: SE03563D Fairway Ctr/151st & 62°d Minor modification to existing wireless communication facility — T-Mobile Payment of final fees — D15-0127 Terri: Herewith you should find the following a check for the final fees owed in the amount of $510.92. Someone will stop by to pick up the permit. Jeffrey S. Smith On behalf of T-Mobile 208 255-9905 - mobile 206 523-1941 - office jsmith@rykaconsulting.com www.rykaconsulting.com RECEIVED FEB 17 2016 Community Development 918 South Horton Street Suite 1002 Seattle Washington 98134 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director December 1, 2015 Jeff Smith Ryka Consulting 918 Horton, Suite 1002 Seattle, WA 98134 RE: Request for Application Extension T-Mobile —14240 Interurban Ave S Dear Mr. Smith, This letter is in response to your written request for an extension to Application Number D 15-0127. The Building Official has reviewed your letter and considered your request to extend the above referenced application. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional 180 days, through June 4, 2016. If you should have any questions, please contact our office at (206) 431-3670 extension 1. Sincerely, ---" "-�j Bill Rambo Permit Technician File: Permit D15-0127 WAPermit CenteAExtension Letters\Applications\2015\D15-0127App Extension Letter.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 0 Phone 206-431-3670 • Fax 206-431-3665 Bill Rambo From: Jeff Smith <JSmith@rykaconsulting.com> Sent: Monday, November 30, 2015 3:01 PM To: Bill Rambo Subject: FW: Notice of Decision L15-0029 Attachments: D15-0127 Correction Letter 1f.pdf Importance: High M. Please consider this email as a request for an extension of time to respond to the attached "Corrections Letter" mailed by the City of Tukwila to an address on "Horizon" rather than "Horton." My guess is that the attached "Corrections Letter" did not reach my office because it was mailed to an incorrect address. I received the letter for the first time this morning and asked the engineer to immediately address your requests and hope to have the revised drawing set to you this week. However there is a chance that I may not meet the deadline set in the letter I received only today. Please let me know whether or not this request is approved and if so for how long and kindly correct the address to which you are mailing correspondence and documents to me. The correct address is: Ryka Consulting 918 South Horton, Suite 1002 Seattle, WA 98134 Thank you in advance. Jeff 208.255.9905 Mobile 206,523.1941 office www.rykaconsulting.com RECEIVED CITY OF TUKWILA NOV 3 °0 2015 PERMIT CENTER Request for Extension # l q � Current Expiration Date: Extension Request: (Approved for �d days Denied (provide explanation) Signature/Initials 1 City of Tukwila Department of Community Development November 4, 2015 JEFF SMITH 918 S HORIZON, STE 1002 SEATTLE, WA 98134 RE: Application No. D15-0127 T-MOBILE 14240 INTERURBAN AVE S Dear JEFF SMITH: Jim Haggerton, Mayor Jack Pace, Director Permit application D15-0127 for the work proposed at T-MOBILE (14240 INTERURBAN AVE S) has not been issued by the City of Tukwila Permit Center. Per the International Building, Residential, and Mechanical Codes as well as the Uniform Plumbing Code and/or the National Electric 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 COMMENTS OUT and is due to expire 12/04/2015. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is completed 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 your permit is not issued, we do not receive your written request for extension, or your 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: D15-0127 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director October 05, 2015 JEFF SMITH 918 S HORIZON, SUITE 1002 SEATTLE, WA 98134 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D15-0127 T-MOBILE - 14240 INTERURBAN AVE S Dear JEFF SMITH, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL NOTE) PLAN SUBMITTALS: (Min. size ] 1x17 to maximum size of 2406; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.) (If applicable) All Structural Drawings and structural calculations sheets to be stamped (original signed wet stamp, not copied) by Washington State licensed architect, structural engineer or civil engineer. (BUILDING REVIEW NOTES) 1. Provide plan set wet stamped and signed by the engineer. 2. ESR report 1917 requires special inspections for the specified bolts. Include notes on permit documents to provide special inspections for the expansion bolts. PLANNING DEPARTMENT: VALERIE LONNEMAN at (206)433-7140 if you have questions regarding these comments. • Waiting on approval of L15-0029. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at (206)431-3665. Sincerely, Bill Rambo2 Permit Technician File No. D15-0127 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0127 DATE: 12/22/15 PROJECT NAME: T-MOBILE SITE ADDRESS: 14240 INTERURBAN AVE S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: �(G- AWc-., Building Division Fire Prevention Public Works ❑ Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required ❑ (corrections entered in Reviews) Notation: REVI:EWER'S INITIALS: ❑ Planning Division ❑ ❑ Permit Coordinator 8 DATE: 12/24/15 Structural Review Required ❑ DATE: DUE DATE: 01/19/16 Approved with Conditions Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D15-0127 DATE: 06/04/15 PROJECT NAME: T-MOBILE SITE ADDRESS: 14240 INTERURBAN AVE S X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: PAVV (a��-IS Bui�ldin Divisiot, gCl �jbi6clqorts- PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: Approved ❑ Corrections Required V (corrections entered in Reviews) Notation: REVIEWER'S INITIALS: 511 AIA, b-4-15 Fire Prevention ❑ Structural ❑ VL 4W6 10-H Planning Division ❑ Permit Coordinator n DATE: 06/09/15 Structural Review Required ❑ DATE: DUE DATE: 07/07/15 Approved with Conditions ❑ Denied ❑ (ie: Zoning Issues) DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 12/17/2015 Plan Check/Permit Number: D15-0127 Response to Incomplete Letter # v/ Response to Correction Letter # 1112115 Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: SE03563D FAIRWAY CTR & 62ND Project Address: 14240Interurban Avenue South Contact Person: Jeff Smith Phone Number: (208) 255-9905 Summary of Revision: Wet stamped drawings and structural analysis are requested by Bill Rambo. fZEL-L'o-r, CITY OF i s::r:.vi, I DEC 2 2 2015 PERMIT CFNTr-.k Sheet Number(s): Complete resubmittal. "Cloud" or highlight all areas of revision including date of revision c Received at the City of Tukwila Permit Center by: — 7��V Entered in Permits Plus on �"! HAApplicationsTorns-Applications On L.ine\2010 Applications\?-2010 -Revision SnbmittaLdoc Revised: May 2011 SAC WIRELESS LLC Page 1 of 2 Home Espanol Contact Safety & Health inWashington State Department of Labor & Industries SAC WIRELESS LLC Owner or tradesperson Principals SANZO, JOSEPH (JOSE) PASQUALE, MANAGER KOZIEL, BILL R, MANAGER Doing business as SAC WIRELESS LLC Search L&I A-Z Index Help I ly Secure I.&I Claims & Insurance Workplace Rights Trades & Licensing 1501 E WOODFIELD RD STE 300 E SCHAUMBURG, IL60173 847-944-1600 WA UBI No. Business type 603 391 663 Limited Liability Company Governing persons BILL KOZIEL HALL CAPITAL PARTNERS; JOE SANZO; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. ........................................................................... Meets current requirements. License specialties GENERAL License no. SACWIWL852J2 Effective — expiration 07/01/2015— 07/01/2017 Bond ................. Washington International Ins Co $12,000.00 Bond account no. 9170096 Received by L&I Effective date 04/21/2015 04/17/2015 Expiration date Until Canceled Insurance ............................... ALLIANZ GLOBAL RISKS US INS CO $5,000,000.00 Policy no. CGL2005797 Received by L&I Effective date 08/10/2015 05101 /2015 Expiration date 05/01/2016 Insurance history Savings https:Hsecure.Ini.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 2/22/2016 T • •Mobile• FAIRWAY CTR/151 ST & 62ND 14240 INTERURBAN AVE S TUKWILA, WA 98168 SITE NUMBER: SE03563D LATITUDE 47.475839 LONGITUDE-122.256794 RYKA-4r CONSULTING GENERAL LOCATION MAP _ i ! i y '• " °'•' J' .n 3s,, �i9, •N�,.• Wt �T "R6 y,_�s 1 _ `� J '' �4 S -„S $ T 1. V .}� 'tiu •""` ?, .• N Y+ I.MJt li w kw >rt DRIVING DIRECTIONS FROM T-MOBILE BOTHELL OFFICE HEAD TOWARD HE t95TH 5T ON NORTH CREEKPKV. 0.2MI TURNRIGHT ONTO NE 195TH ST.0.3 MI TURN LEFT AND TAKE RAMP ONTO Ia05 S TOWARD RENT0N. 23.4 MI TAKE EXIT p1ANA- MI 7BI SRUKIMLAAN. VALLEY HWY. 0.3 TURN LEFT S. O.B MI PROJECT TEAM PgOPERTV BELLTOWN INVESTMENT OWNER: PARTNER C/OTHE SCHVSTER CO 25052ND AVENUE,f520 SEATTLE,WA98121 PROJECT DESCRIPTION T. MOBILE TO REPLACE EXISTING 3 (I TMZ XXX.65 IGA3M ANTENNAS WITH PROPOSED 3 () SBNMH-1D658 ANTENNAS ADD PROPOSED (J)FRLB ALL'%XISTING(6)UMTS2100TMAT0BE REMOVED EXISTING (3)FXFB,(3) FRIG. DIPLEXERS,(4) C0VP (2 AT T0P. 2 AT BOTTOM TO REMAIN. ) EXISTING (2) HYBRID CABLES WITH EXISTING C0W( FEEDERS. DRAWING INDEX T- 1 TITLE SHEET & PROJECT DATA G1 GENERAL NOTES A-1 OVERALL SITE PLAN A-1.1 ENLARGED SITE PLAN A-2 EXISTING SITE ELEVATION A-2.1 PROPOSED SITE ELEVATION PROJECT RYKA CONSULTING MANAGER: JESSICA PIERCE 9785 MORT0N ST 81002 SEATTLE, WA 98134 PHONE Y: 206.200-8333 AJ GENERAL DETAILS E-1 ELECTRICAL GRQUNDING PLAN E-2 ELECTRICAL GROUNDING DETAILS RF-1 RF DETAILS ZONINGINFORMATION PR ECT IN O MATT N RF-2 RFDETAILS SITE NUMBER: SE03563D CONSTRUCTION RYKA CONSULTING MANAGER. STEVE EVENSON 918 5 HORT0N ST 01M SEATTLE,WA98134 PH0NE f: 206423.1941 THIS IS UNSTAFFED AND RESTRICTED EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE. T-MOBILECERTIFlES TM ATTHISTELEPHONE EQUIPMENT FACILITY WILL BE SERVICED ONLY BY T-MO BILE EMPLOYEES AND THE WORK ASSOCIATED WITHANY EQUIPMENT CANNOT BE PERFORMED BY HANDICAPPED PERSONS. THIS FACILITY WILLRE REPAFREQUENTED ONLY BY SERVICE PERSONNEL FOR AMERICANS WITH D PURPOSES-PURSUANT(AD ANT APPENDO THE IX WITH DISABILITIES ACT (ADA), APPENDIX B SECTION I.1T (5)(p),TH15 FACILITY IS EXEMPT FROM THAT ACT NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER OR SOLID WASTE WILL BE GENERATEDATTHIS LOCATION. T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIPPER MONTH AT ONE HWRPERTRIP SITE NAME: FAIRWAY CTRI151ST &62ND SITE ADRESS. 14240 INTERURBAN AVE S TUKWILA, WA98168 PARCEL f: 3365DO1881 CURRENT ZONING: CAJ SITE RYKA CONSULTING ACOUISITION: NICOLE BATEMAN 91BSHIX4T0N ST Y7002 S18SHO, WA 9B134 PH0NE Y: 206-SM-1941 JURISDICTION: CITY OF TUKWILA GOVERNING CODE 20121BC SUILDINGTYPE; — SITE TYPE UNSTAFFED TELECOMM FACIUTY UTILITY PURVEYOR POWERCOMPANY: NIA ZONING: RYKACONSULTING JESSELONDON 918 S HORTON ST Y1002 SEATTLE, WAS 134 PHONE Y:206-523-1941 VICINITY MAP TELCO COMPANY: N/A o.w°''"""'•"' 1 ^+++• .x S u1w J"Y 'xyi wl4s•o.:... N s - .B141k Ni.4r - •' c' a LEGAL DESCRIPTION HILL MANS SEATTLE GARDEN TRS POR OF LOT 1 8 ALL OF L0TS 2 THRU 78 FOR ADJ IN SE 114 OF SECTION 14.234U OAF - BEG SE CDR OF SAID LOT 7 TH NLY ALG ELV LN315 FT TO LIFT BANK OF DUWAMISH RIVER AS ORIGINALLYPLATTEDTH C0NTG ON NLV PR0D OF S0 ELV 220 FT MA. TO LPT BANK AS EXISTED UNDER SUPERIOR COURT CAUSE NO 81-245910.4 TH WLV ALGSD BANK T0AN INTSN WITH NELY PROD OF SELY LN OF NWLY 72 FT OF SD LOT SWLY ALG SD LN 200 FT MIL TO LFT BANK H ONTGI SWIVERAS DIRECTION SELY LINO PLAT TH CONTGIN SWLY DIRECTION AUGALG SELYWOF NWLY 72 FT OF SO L0T I DISTANCE OF 55 FT MIL TO SWLY LN OF SD LOT i TH SELY ALG SO W TO INTSN WITH N MGN OF S 113RD 5T FIRST AVE TN ELV ALG SD MGN TO TPOB•TGW POR FOSTER J0SEPH DC Y39 BEING POR OF ABANDONED PUGET SOUND ELECTRIC RR RAY IN THE SW 114 OF BE 114 OF SO SEC 14 SO RR RMJBWHOED ON NE BY MALICE AVE ON SW BVAW 20 FT 05NE OF A N T NELY MGN OF SR 181 UNDER RED Y8905231113IX4 THE Sr BY RA'V YS A ON THE NW BY RANf6 B0THRM/ DEFINED IN OCDAUD FILETBEIIAPLEMENTED 655]639-TGWVACMAULEAVEADJTGWPORVACST ADJ RF ENGINEER: T-MOBILE DAOSILE NG CODE COMPLIANCE APPROVAL/SIGN N ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING ON THESE PLANS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 20121NTERNATIONAL BUILDING C0DE 20121NTERNATIONAL MECHANICAL C0DE 2012 INTERNAT10NAL FUEL GAS C0DE 2012 NFPA S4 -NATIONAL FUEL GAS CODE (PRCPANEINSTALLATIONS ONLY) 2011 NFPA 58 - LIQUEFIED PETROLEUM GAS CODE (PROPANE INSTALLATIONS ONLY) 2012 INTERNATIONAL FIRE CODE 201I UNIFORM PLUMBING CODE 2011 NATIONAL ELECTRICAL C0DE ELECTRICSAFETYCODE LOCAL BUILDING CODE ORDINANCES ANSI/TIA/ETA.222-G NFPA-101-LIFE SAFETY CODE REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENTTO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED. CONSULTANT GROUP SIGN OFF CONSULTING B.J. THOMAS, P. E. ENCJNEER� ]60780TH AVE HE PHONE: 206-8 WA98270 PHONE: 2064151-1106 LANDLORD'S REPRESENTATIVE: DATE: CONSTRUCTION MANAGER: DATE: CONSTRUCTION PROJECT MANAGER: DATE: PROJECT MANAGER: DATE SITE ACOUISITIGN: DATE: ZONING: DATE: RF ENGINEER: DATE: CALL TWO WORKING DAYS BEFORE YOU DIG 811 NATIONAL UnUMES UNDERGROUND LOCATE SAFETY PRECAUTIONSHALL ELECTRIC -RED TEUCATV-ORANGE BY SEWER -GREEN PROPOSED -WHITE CONTMCTOR(SI ATALL TRENCHING IN ACCORDANCE GASAOIL-YELLOW WATER -BLUE WITH CUR RENTOSHA SURVEY - PINK ST N0 FIGS �2007.ATIONAL T • •Mobile- PROJECT INFORMATION: FAIRWAY CTR/151ST & 62ND SE03563D 14240 INTERURBAN AVE S TUKWILA, WA 9016B rISSUED FOp: L BUILDING PERMIT REVISION HISTORY: pcunlrrlpH� Qj 5: 1015 AEx•PEP PEOWES HR Qj 4M016 ISSUE00E}ON PENEW PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206-851.1106 DRAWN BY: CNK BY: AAL BJ [ILICENSURE: , C" � t"' DRAWING INFORMATION: W NOT SCNE ORAwegS.... QVil4•LTOfl ALLDABi90115 Atq ApNSECONStATIMSOFANr � EPRptSND OM5ALL PPE°OOS ISSIES OFTH IPA W f NO naE suPEnsepED Pr rllE uIFST PEN4oN TNEwFORw.TICN WMUNEp W TIxSSEi 0� p0tuMFNT514 PPOPNEfMV Sf xgNRE USEOR �cu16�S'TPICTLY VP�gMOiEp PEUTEp1oNM1Ep DRAWING TITLE: TITLE SHEET DRAWING NUMBER: T-1 i i PROPERTY LINE(TYP)—",-, / , , , (E) (1) T-MOBILE ANTENNA # TMZXXX.6516-A3M ` TO BE REPLACED W/(P) (1) ANTENNA #SBNHH.IDSSB ` \ GAMMA SECTOR: 33a AZIMUTH ` \ (RADIO& EQUIPMENT MOUNTED TO PARAPET WALL W/UNISTRUT) \ \ (SEE SHT. A-1,1 FOR ENLARGED SITE PLAN) (E) G) T-MOBILE ANTENNAS #TMZXXX.6516-A3M (1 FOR ALPHA.1 FOR TO BE REPLACED W/ (P) (2) ANTENNAS #SBNHH-1DS50 0 FOR ALPHA,1 FOR BETA SECTOR: 170• AZIMUTH \\ \ ♦ \ V (RADIO A EQUIPMENT MOUNTED TO PARAPET WALL W/UNISTRUf) ♦ \\\ (SEE SHT. A-1.1 FOR ENLARGED SITE PLAN) \ OVERALL SITE PLAN \ ` \ ♦♦ N 221f14 SCALE: 3a » \ 11:SCALE: r - fia � \ 6a 0 30' 60' 120' (E) (2) HYBRID CABLES W/ (E) COAX FEEDERS ' \ ROUTE THROUGH (E) CABLE TRAYS \ rx TAX LOT #3365901881 LOWER ROOFTOP _ I 1 I 1 I 1 I I I 1 I 1 1 1 1 1 1 1 -------------------- ' (SEE SHT. A-1.1 FOR ENLARGES ll� ( 1 -sjsr PLAN) T IN -Mobile- PROJECT INFORMATION: FAIRWAY CTR/151ST & 62ND SE03563D 14240 INTERURBAN AVE S TUKWILA. WA SB/SO rISSUED FOR: LBUILDING PERMIT REVISION HISTORY3 QUMOtS ISAIED GE4GN RENEW OR PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE NE MARYSVILLE, WA 98270 206-851.1106 K BYs DRAWN BYt CN [IF ML BJ LICENSURE: J'1 ti DRAWING INFORMATION: �t+mD� IXiAKNKS. mmunoR busr�nicv oR#AtD.o�ag �r �sOrrwr E�RaoRsumorAwaru. Au Esavm WME4RERgOEO HIrHS wT6TTOREN4or< � AOCUNENTS Ifi R0.0R#ETMYBY 1SE00. d5CLO4AEOTNER T1ul KNCR SREIATEOTO tUJIID CtrEMN6TPICILY RROla4TE0 RAWINO TITLE: OVERALL SITE PLAN DRAWING NUMBER: AmI T-MOBILE EQUIPMENT (TYP) MOUNTED TO (E) PARAPET WALL W/ (E) UNISTRUT (4) DIPLEXERS 'IE) (1) COVP (E) (1) T-MOBILE ANTENNA #TMZXXX.6SlS.A3M TO BE REPLACED W/ (P) (1) ANTENNA ISBNHH-ID65B (REPLACE (E) PIPE W/ LONGER PIPE AS REQUIRED) (REMOVE (E) (2) UNITS 2100 TMA) H� GAMMA SECTOR: 330' AZIMUTH \ (1)FXFB FRLB MOUNT TO (E) PARAPET WAILWI (E) UNISTRUT (E) (1) HYBRID CABLE W/ (E) Cl ROUTE THROUGH (E) `UPPER ROOF ENLARGED SITE PLAN N z2X3a SCALE: va• • r 11X17 SCALE: 1/8"=1' H� l•\ \ `UPPER ROOF \ (E) (1) HYBRID CABLE W/ (E) COAX FEEC \ ROUTE THROUGH IE) CABLE TRAYS Him H� (E) (1) HYBRID CABLE W/ (E) COAX FEEDERS ROUTE THROUGH (E) CABLE TRAYS (P) (2) FRLB (1 FOR ALPHA. I FOR BETA) MOUNT TO (E) PARAPET WALL W/ (P) UNISTRUT (2) UNITS 2100 TMA -TW OBILE EQUIPMENT (TY'P) MOUNTED TO IE) PARAPET W W/(E)UNISTRUT `(E) (1) FXFB `fE)(1)FRIG —(E) (4) DIPLEXERS (E)(1)FXFB (1) FRIG � E) R) TJJOBILE ANTENNAS RMZXXX-6516-A3M (1 FOR ALPHA. 1 FOR BETA) TO BE REPLACED W/ (P) (2) ANTENNAS ISSN H+-10658 (1 FOR ALPHA, 1 FOR BETA) (REPLACE (E) PIPE W/ LONGER PIPE AS REQUIREDI (REMOVE (E) (2) UNITS 2100 TMA) ALPHA SECTOR: 90' AZIMUTH BETA SECTOR: 170' AZIMUTH (A) DIPLEXERS �'_—LOWERROOF� 1D T --Mobile- PROJECT INFORMATION: FAIRWAY CTR/151ST & 62ND SE03563D 142" INTERURBAN AVE S TUKWD.Ar WA 901SR ISSUED FOR: BUILDING PER REVISION HISTORY: D�Te� 0 rs„rfn BEwNE Q.rers IssuED DESDN AeAEw PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 80TH AVE HE MARYSVILLE, WA 98270 206-851-1106 11DRAWN BY: CHK. BY: AAL BJ IICENSURE: DRAWING INFORMATION: DOnGTSCXEDMW WG4. WMnK� L WNOl9aN5MroNN6ECOHAA EARORS/NDOAu59WS NL PAEVgU9155DESDF IMS g4vM1['ApESU• SEDED6at—SSIET Rl�A90N THE XSOnMCPYtYNEDIN1 mOvwETNiv BY tWE .wv USEOR DISCIOSIPE OTNEA i W N v.N[w 16 AEIATED TO rNNID TITLE: N DRAWING ENLARGED SITE PLAN DRAWING NUMBER: Aml A ri'EXma EAST ELEVATION 4-2 22x34 SCALE: 3116'=T 11xl7 SCALE: 313r = T LEI T - -Mobile- PROJECT INFORMATION: FAIRWAY CTR/1 S1 ST & 62ND SE03563D 142" INTERURBAN AVE S TUKWILA. WA 98185 ISSUED FOR: C�BUILDIHG PERMIT REVISION HISTORY:— A,fj StlIN15 EER EEIXINES QEU[E9GN FEVIEW PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206-851.1106 DRAWN BY: CNIL BY: AAL BJ CENSURE: ox DRAWING INFORMATION: m NmsrxEuawiNos. cwJm•� on uusr�iurr NL Dwaswa ua �n.1sE mNsx EPROFSNAouoE$ION3. NLCPEVIWsi59:E50FTHH LV'..M1W NiESU�€AgtlEDBV lHE1AlESf i�A510N. THE WFOPNNTIaN WHTNNEOIN OOCLMpRSIS RroWUETNiv SVNATIIPE MmuEE011 05GDEUiE OINEA T W1 vmM iS FEIwTEp i0 NNAED CUEM IS STPoREv PPgn BrtED. DRAWING TITLE: EXISTING SITE ELEVATION DRAWING NUMBER: A-2 1S, RADIOS, AND ALL (WARE TO BE PAINTED EQNPMENT. ALL EXISTING UMTS 2100 TMA TO BE (E) (1) T-MOBILE ANTENNA WTWXXX-6516.A3M (FOR GAMMA) TO BE REPLACED W) IP) (1) ANTENNA BSBNHH-1D65B (REPLACE (E) PIPE N!/ LONGER PIPE AS REQUIRED) rl PROPOSED EAST ELEVATION �22X34 SCALE: 3I16^. 1SCALE: 3/16^.1- 11x17 SCALE: 3f32". T T - -Mobile- PROJECT INFORMATION: FAIRWAY CTR/151ST & 62ND SE03563D 14240INTEAURS RAVES TUKWILA, WA 98168 r SSUED FOR. LBUILDING PERMIT REVISION HISTORY: PAID pETgIPRON� cl,, Qxmu cFn PEOUNEs - Q.nam 61T PLANS PREPARED BY: B. J. THOMAS, P.E. 7607 BOTH AVE HE MARYSVILLE, WA 98270 206.851.1106 DRAWN Br: CHK. Br: AAL BJ FILICENSURE. (1) DRAWING INFORMATION: MNOT SCALEdUWR05. LOMPPCTOB MAST VERFV PIAC1I.FN90N5IJIOAOUSE CONSULTOMSOF OF EAN 1 All OMISSIONS. P &THE ISISSUESOM I.—F APE511PEESEDEDBY THE 1ATESt PETnSIprv. THE INFOPIMTION CONTNNEp Iry THIS sET OF DOCUMEME OTHERPPoETMV 9Y NnNEE PM' IISE OR OTHEP DISUOSME TUN VRUCN IS PEUIED TO NMf EO EM 19 SFXIOM1V PFw1®tED. RAW/NO TITLE: PROPOSED SITE ELEVATION DRAWING NUMBER: — Am 2m NSN RADIO MODULE FOR LTE 700 PROPERTY VALUE HEIGHT 15.75' WIDTH 15.75' DEPTH 5.9INCHES WEIGHT 59.52 LBS _.. _. _ _.. 2 A-] I FRLB DETAIL A3 SCALE: 2 O 1• � e .mil) Aa \\ `ANTENNA R to R Bl " 3'STD WTPIPE i BOTTOM BRACKET TOP BRACKET 2 ANTENNA BRACIIET ATTACHMENT DETAIL - S ANTENNA ATTACHMENT DETAIL A-3 SCALE: MS - A3 SCALE: NTS m0 u•IITf Oi��EFF'6a .a.. B©i�B�PIII♦ .. RRR1��)♦�)♦—lla:� \e4/:1.Y:�:FL�.Y/:II:IE a`F`FYYO �,� .a:nr�.rar,.nr_1xaa.rA:mlrsas:r.ery _urn y� BOt"1•�GF>FF>•Rearrull:�sv:ti-I:Ia:rbvraNil�..vn:�ar)� ��5)♦�.Ij�i I��-+l:t'iP}}�{fNTv.1:INa:Ia:A:I�-1•].YN'i-4•BI.YYI1.IIay.Y.YIy�R� Bii�OB6l��' I:cElrkiuoaanlrryrumRay--RyEy�e� �©�:)♦Bi�I .iTI��-IJ:INaR.:N:VJ/ Ry:l7:lFY I.11.lIy.'I.Y.YIaa�' �(:���`jIIjfpj� �+f Y3i R4TiP11TTI:i:iHaN_1:1:11_Tna:t.`Afl.Ykll:lEa`FY-YI �� \� T •-Mobile• PRO.IECT INFORMATION: FAIRWAY CTR/151ST & 62ND SE03563D 742/0 INTERVRBAN AVES Tulcwlu• w► aSTSB rISSUED FOR: LBUILDING PERMIT REwS10N HISTORY: Qj PEV EER REOMNE6 9ll Q.R/N 591EDOE9GN PFnFv PLANS PREPARED DY: B. J. THOMAS, P.E. 7607 80TH AVE NE MARYSVILLE, WA 98270 206.851.1106 DRewx er: exR. er: AAL B+ ICENSVRE: � IIn IT DRAWING INFORMATION: TfiUJ.E[MWMG9 CONNUO:OR MlISfyERifY PIL OIMEN90NSPNO.MnSE [O ERRORRPN90MI590N9. PLL RREVIOl1�591 THNOPPE fiUPER5E0E091'THE UTEST RFn90tl fi E wranwmov mNr•wEo N rNs sEr oc p9C145ME�Of1�IFA0� NN�H� 5� TEDio wEHr a s*wrnr nnrenal®. I RAWINO TITLE: GENERAL DETAILS MWINO NUMBER: Aw3_]