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13-102934
CITY OF . Federal Way July 22, 2013 Michael Cady 14636 NE 95`h Street Redmond, WA 98052 CITY HALL 33325 8th Avenue South Federal Way, WA 98003-6325 (253) 835-7000 www.cltyoffederalway.com RE: File #13-102934-00-UP; PROCESS I—DmECTOR's APPROVAL T-Mobile — SE04768A R&L Clearing,1741 South 356th Street, Federal Way Dear Mr. Cady: The City of Federal Way's Community and Economic Development Department has completed an administrative land use review of the proposed upgrades to an existing Personal Wireless Service Facility (PWSF) owned by T-Mobile on a Crown Castle Self Support Lattice Tower located at 1741 South 3560' Street. The proposal includes replacement of six (6) existing antennas with nine (9) new antennas. Additional modifications to existing ancillary equipment located within a fenced area are also proposed. There are three other service providers located on the lattice towers above and below the T-Mobile antennas. No height increase or structural change is proposed. The Process I application was submitted and determined to be complete on July 1, 2013. Your proposal is found to be consistent with provisions of Federal Way Revised Cade (FWRC) Chapter 19.55, `Process I — Director's Approval', and Chapter 19.255, `Personal Wireless Service Facilities'. Your Process I proposal is hereby conditionally approved. The Process I land use approval is supported by the following statements of fact: 1. Zoning & Land Use —The zoning designation for the subject property is Commercial Enterprise (CE). PWSFs are permitted in the CE zone pursuant to the zoning chart found in FWRC 19.240.140. 2. Review Process — According to submitted materials, the applicant proposes to replace six panel antennas with nine new TMBXX-6516-R2M panel antennas, along with additional modifications to existing ancillary equipment. No height increase is proposed. The replacement of antennas and ancillary equipment on an existing PWSF is subject to Process I Director's Approval pursuant to FWRC 19.15.030 `Review processes for improvements and additions to developed sites'. 3. Prioritized Locations — Applicant proposes PWSF improvements in "existing broadcast, relay, and transmission towers" or the second prioritized location set forth in FWRC 19.255.010(4). The highest prioritized location is not feasible as this proposal is an upgrade to an existing facility. Staff finds the applicant has met the burden to utilize the second prioritized location. 4. Cumulative Effects — The City must consider the cumulative visual effects of PWSFs mounted on existing structures and/or located on a given permitted site in determining whether additional permits may be granted so as to not adversely affect the visual character of the City. As shown on the site plan and elevations the replacement of existing antennas with new upgraded antennas and modifications to Mr. Cady July 22, 2013 Page 2 the Nokia cabinet are not a substantial increase to the existing site. The PWSF will not adversely affect the visual character of the City and there is no proposed height increase. 5. Facility — The proposed facility exceeds microcell and minor facility thresholds defined in FWRC 19.05.130, `M definitions'. Per FWRC 19.255.020(1)(a)(ii), facilities exceeding such thresholds may be permitted if. (A) adverse visual impacts are not created; (B) equipment cabinets meet adopted development standards; (C) the number of antennas and their size are appropriate for the location, surrounding environment, and potential visual impacts; and (D) the PWSF shall comply with all other applicable standards of the FWRC. The proposal is consistent with this code section. 6. Exempt Activity — Applicant proposes to upgrade equipment on a Nokia cabinet and remove two existing MCPAs on a concrete slab within the equipment enclosure area. Proposed upgrades will occur within the existing fenced area resulting in no exterior alteration. Therefore, these changes are exempt from PWSF standards set forth in FWRC Chapter 19.255 and are permitted outright with no further zoning compliance required pursuant to FWRC 19.255.010(3)(g). 7. State Environmental Policy Act (SEPA) — The proposed improvements are exempt from State Environmental Policy Act review as the scope of work meets categorical exemption WAC 197-11- 800(25)(a)(ii), a facility exceeding microcell status, attached to an existing structure, not a residence or school, and located in a commercial zone. 8. Process I Thresholds — The proposed improvements meet Process I purpose criteria set forth in FWRC 19.55.020 and 19.15.030; including compliance with applicable provisions of FWRC Title 19 `Zoning and Development' and health, safety, and welfare standards. CONDITIONS OF APPROVAL The following condition of approval is a component of this land use decision: • Prior to any site work, the applicant shall obtain an electrical permit from the city's Department of Community and Economic Development. For further information regarding electrical permits, please contact the department's permit center at 253-835-2607. CLOSING This decision shall not waive compliance with future City of Federal Way codes, policies, and standards relating to this site. This Process I approval does not constitute approval of an electrical permit. The effective date of this decision is July 25, 2013, or three days from the date of this letter. Pursuant to FWRC 19.55.050, any person who received notice of this administrative decision may appeal the decision to the Federal Way Hearing Examiner by August 8, 2013. Any appeal must be in the form of a letter delivered to the Department of Community and Economic Development with the established fee. The appeal letter must contain a clear reference to the matter being appealed and a statement of the alleged errors in the Director's decision. No work on the proposal can commence until the end of the appeal period. In that you are the only party of record, you may waive your right to appeal by submitting a letter to this effect to the City of Federal Way, Department of Community and Economic Development Services. Work on the site may not commence until you have been issued the appropriate electrical permit. 13-102934 Doc. I D. 63782 Mr. Cady July 22, 2013 Page 3 This Process I approval is valid for one year from the effective date of this decision. If no further action is taken within one year, this decision will expire. A one-year extension of time may be granted only if a written request is submitted to the City's Department of Community and Economic Development at least 30 days prior to the expiration of the decision. ffyou have any questions regarding this decision, please contact Becky Chapin, Assistant Planner, at 253- 835-2641 or rebecca.chapin@cityoffedemlway.com. Sincerely, Isaac Conlen Planning Division Manager for Patrick Doherty, Director enc: Approved Site Plan & Elevations c: Becky Chapin, Assistant Planner 13-102934 Doc. I D. 63792 VICINITY MAP CEGG ; ��'• SITS LOCATION P_ 6 1� - e y' a_ ai I LEGAL DESCRIPTION 282104 178 BEG NXN N LN SW 114 OF NW 114 & ELY MGM ST HWY 50 TH E 275 FT TO FT A TH E 201.31 FT TH S 00.09.W W 255 FT TH S 89 '�00 W 201 FT TO PI S 00-24.00 E FIR PT A TH N DO-24.00 W 225 FT TO FT 30 FT S FR PT A TH S 89-36-00 W TO ELY MON ST HWY TH NLY ALG SD ELY MGM TO TPOS - LESS POR AS PER SC 96-2-08664-9KNT APPROVAUSIGN OFF OF DRAWINGS CONSULTANT GROUP SIGN OFF DATE INITIAL AND PRINT NAME LANDLORD'S REPRESENTATIVE CONSTRUCTION COORDINATOR PROGRAM MANAGER SITE ACQUISITION ZONING RF ENGINEER REVIEWERS SK4,LL CLEARLY MACE INMALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED T � Mobile • R&L CLEANING/4 CARRIER 1741 S 356TH STREET FEDERAL WAY, WA 98003 KING COUNTY SE04768A LATITUDE 470 16' 57.10" N LONGITUDE 122" 18' 39.80" W CROWN CASTLE # 880306 GENERAL LOCATION MAP '" 1 � DRIVING DIRECTIONS FROM T-MOBILE BOTHELL OFFICE TURN RIGHT (WEST) ONTO NE 196M ST TAKE RAMP (LEFT) ONTO 1405 ROAD NAME CHANGES TO SR518 TAKE RAMP (RIGHT) ONTO 1-5 AT EXIT 1428, TAKE RAMP (RIGHT) ONTO SR-18 [S 348TH ST] TURN LEFT (SOUTH) ONTO SR-161 [ENCHANTED PKWY S1 TURN LEFT (EAST) ONTO S 356TH ST ARRIVE 1741 S 356TH ST, FEDERAL WAY, WA 98003 PROJECT TEAM Pa> rMt NL�>Ibw. k 0 . 3 [f �{,-�- Date: 71 f R r; . APPLICANT: PROGRAM MANAGER: T-MOBILE REALCOM ASSOCIATES 19507 NORTH CREEK PARKWAY MATT CAGAN BOTHELL, WA 98011 (206) 9483408 CONSULTING ENGINEER: CONSTRUCTION COORDINATOR CORNERSTONE ENGINEERING, INC. REALCOM ASSOCIATES 16928 WOODINVILLE REDMOND ROAD NE SUITE 210 JULIA RUZON WOODINVILLE, WASW72 (206) 604-1895 MARK W OLSON, P.E. SITE ACQUISITION: PH: (425) 487-1732 REALCOM ASSOCIATES FAX (425) 407-1734 NANCY SEARS PROJECT CONSULTANT: (425) 444-1434 REALCOM ASSOCIATES 14432 SE EASTGATE WAY, SUITE 260 ZONING: BELLEVUE, WA SaW7 REALCOM ASSOCIATES FAX (425) 2744449 SARAH TELSCHOW (425) 274 4444 EX7.114 PROPERTY OWNER: stalschow@TaalcomassoC.COM RUSS LLOYD 1741 S 356TH STREET RF ENGINEER: FEDERAL WAY, WA 98003 T-MOBILE DARRYL BALK TOWER OWNER: (azs) na-aoofi CROWN CASTLE S547 154TH AVE NE REDMOND, WA9W52 (425) 202-Z774 PROJECT INFORMATION Gt 01 {{l(flet{ hjt� [ ,r irf r�' CODE INFORMATION: PARCEL NUMBER: ZONING CLASSIFICATION: CE 2821049178 BUILDING CODE: IBC 2009 AREA OF PARCEL: CONSTRUCTION TYPE: II-B 57,055 SQ. FT_ (1.31 ACRES) JURISDICTION: CITY OF FEDERAL WAY PROPOSED BUILDING USE: TELECOMM GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. (NONASSIGNEDTECH PARKING) 2. TRAFFIC IS UNAFFECTED. 3_ NO SIGNAGE IS PROPOSED. PROJECT DESCRIPTION THIS PROPOSAL. 0 FOR THE MODIFICATION OF AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY, CONSISTING OF THE REMOVAL OF (2) EXISTING MCPA'S, THE REMOVAL 1 REPLACEMENT OF (6) r_XIST(NG PANEL ANTENNAS WITH (9) NEW TMBXX•8516•R2M PANEL ANTENNAS, THE ADDITION OF (2) FXFB UNITS, (3) FRIG UNITS TO AN SGSTING SELF SUPPORTING TOWER: ALSO THE ADDMON OF (1) HYBRID CABLE, (2) COVP UNITS (1 NEAR ANTENNAS AND 1 MOUNTED TO BACK OF NOKIA CABINET) ON AN EXATING CONCRETE SLAB WITHIN A FENCED COMPOUND. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO T-MOBILE WIRELESS, LLC. SERVICES IS STRICTLY PROHIBTIED. DRAWING INDEX DWG DESCRIPTION T-1I TITLE SHEET EAST PLAN & PROJECT INFORMATION THIS IS UNSTAFF-cO AND RESTRICTED EQUIPMENT AND HALL BE USED FOR THE TRANWISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDFNG PU BUC CELLULAR SERVICE T-MOBILE CERTIFIES THAT THIS TELEPHONE EQUIPMENT FACILITY VAU BE SERVICED ONLY BYTWOBILE EMPLOYEES AND THE WORK ASSOCIATED 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 DISA91LTTIES ACT WMI APPERM B SECTION 4A1. (6) (9), THIS FACILITY IS EXEMPT FROM THAT ACT. NO POTABLE WATER SUPPLY TO 6E PROVIDED AT THIS LOCATION NO WASTE WATER OR SOLID WASTE WILL BE GENERATED AT THIS LOCATION. T-MOBILE MAINTENANCE CREW (ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER TRIP. CALL TWO WORIUNG DAYS BEFORE YOU DKM ` g 811 NATIONAL UI'1LITES UNDERGROUNOLOC4TE MFflTNE�JYIIIOMYWLEMBHtt®e/ Ew9t•�e •�w16 WIwGInn)niMLT61GWX �Ntll •,u+e„ IMf61.iL[ +—^'—'�MIIOp®ROlM6tNN�C6 YI.El.l�.t T • Mobile.' 19907 NORTBCREEK PKWY BOTTiELI, WA 99011 OPMCE (423) 398-7600 =PROJECT CONSULTANTS: REALC0M PLANS PREPARED BY: �Cd�13(S7NLQ 4NoiXC lVMttli"e, �Xe. 16M WOODINVIL EAEDMOND RD NE. SURE 210 WOODINVILLE, WA WW2 PHONE42&487.1792 FAIC404r.1734 EMAIL cel®comotelote-etpF•cvn W WW.C.ORNERSTONE-ENGROOM ,PROJECT INFO: CLIENT REVIEW 7_REV:_DATE: =ISSUED FOR: Sy: - DRAWN BY:=CHK: APV.: LLW BMH MWO CURRENT ISSUE DATE: 09-10-12 DO NOTSCALE DRAWINGS. CONTRACTOR MUSTVEiIFY ALL OIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWNG ARE SUPERSEDED EYTHE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCMENTS IS PROPRIETARY BY MATURE, ANY USE OR DISCLOSURE OTHER TRAM WHICH IS RELATED TO NAMED GLIENT IS STRICTLY PROHIBITED. SHEET MidagR cos T4Y A CEI JOB NUMBER: 12-0S024 GENERAL NOTES: I. ARAwma ARE NOTYO BE:x U D. WRITTEN DIMEN3 Q0 TAKE PREC EDENCE, THS SET OF OOCUMET7TB S INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED CrtRERYASE THE GE}iE 1 L rRA^TORS SCOPE OF WORN SWILL INCLUDE FUWUSKING ALL MATEF0AL5. EOUJIPT,IE W, TABOR ANO ANY NEOUIIRJABBU S DEEMED NECESSARY 70 COMPLETE P UJECT AS DESCRIBED IN THE DRAWINGS AND OWNERS PROJECT MAN UAL 2. PRIOR TO THE 3D EMISSION OF DIM CONTRACTORS INVOLVED SHALL VISITTHE JOB SITE TO FAMLIARM THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. COMRAGTORSSHALL VISIT THE OCHVIRJCTIOH SITE WITH THE CQNSTRUCTIQN=KTRA,CT DOCUMENTS TO VERIFY FIETJJ C0N0RaQHL9 AND CDNPIpA 7HAT THE PROJECT WILL BE ACCOMPLISHED AS SNOWN. PRIORTO PROCEEDM WTTi OONSTRLCTEKANYERRORS, 01A5S0QRS. OR DHSCREPANCI ES SHALL BE BROUGHT TO THE ATTENTION OF THE ARGHrTES:T7ENGINEER VERBALLY AND IN WHITINCL 1 THE ARCNIECTSIFO'1GIHE5748 HAVE MADE EVERY EFFORT 70 5E7 FORTH ]tR 7Fi�E OONSTRUC70N AND GOIfIRACT ❑OCUMENTS THE COAPI.ET$ SCOPE OF WOWC. COHIAACTORS 01001NG THE JOB ARE NEVERTKELESs CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAYANGB AND OR SPECBTGLTIORS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING TIRE PROJECT AND rMPROVEMENTS N ACCCpoAHCE WITH THE INTENT OF THESE COG TB. THE BIDDER SHALL BEAR TIE NESPORSI BURY OF NOTIFYING (N WTUT54G)TE ARCHTECTMMINEER OF ANY CONP)C'M ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTORS PROPOSA= 71 THE EVENT OF DISCREPA7:CRE5 THE CONTRACTOR SHALL L PRICE THE MORE OOGTLY OR DOTAl91VE WORK, UNLESS GIRECTEP OTHERWISE 4. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CCNTRAGTCR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTFIICTION NEARS. METHODS. TE(?1NHI ILIES. SECUBNOES, AND PROCEDURES FOR COORDINATING ALL PORTONS CIF 7Nfi VY0RK UNDER RARE COINTRAACi. 5. THE CONTRACTOR SKAI INSTALL ALL EOUIPmEKT AND MATERIALS ACCOR094G TO MAlJUFACRIRERSNENDGR'S SPECSNCATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR OADINANCFS TAKE PRECEDENCE S. ALL WORK PERFCM&D ON THE PRO.,EC7 AND MATERIALS ASTALLED SHALL BE IN STRICT ACCORDANCE WIIH ALL APPUCWY:E CDOM REnRAT1ON%AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWZ, ORDINANCES. RULES, AERLLATIGN5 AND LAWFUL ORCERS OF ANY PUBLIC AUi14<YfITY. MUNICIPAL TURD MAY COMPANY SPECIFICATKXH3. AND LOCAL AND STATE JL"DICTIONAL CCCFS BEARING ON THE PERFLYRMAICE OF THE WORK 7. GENERAL CONTRACTOR SHALL PROVIDE. AT THE PROJECT SRC A FULL SET OF OONSTRUCXW DOCUMENTS UPDATE) WITH THE LATEST RENI&ONS AND ADDENDA OR CxAR1FTCATIONS FOR USE SYA.L pERBOHN6L INVOLVED WITH THE PROJECT. THrS SE71B A VALID DfJH:TT4ACT DOCUNETRT ❑NLY IF THE TRL£ SHEET IS ffirAMPED'FOR CONSTIR ICTION'AND EACH BUCCES9M 64EE T BEARSTHEARCHITECTS SIGNED WETSTAMP. g, THE S-pUC,TU[W, Ca(ypOHEH{Tg OF ApYY'.ETRTCONSTRUC71ON OR FACILITIES ARE NOTTO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTIERWSE. 9. SEAL ALL PENETRATIONS THROUGH �fU4ATED ATED AREAS WITS UL. LISOR FIRE MARSHALL APPROVED MATERIALS IF APPIJO WTHIS FACILITY AND OR PROJECT SITE Ia. CONTRACTOR TQ PROVIDE A PORTABLE FIRE E TINGURIHER WITH A RAT7M OF NOT LESS THAN Z+A OR 2-A1 OBC VMrN 75 FEETTRAYEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 11. CtY. !TRACTOR SHALL MAKE NECESSAW PROVISIONS TO PROTECT EXO TING IMPROVEMENTS. EASEMIENTS, PAVING, CUFa 3lM ETC- DURIMGCoNSTRUCTON. UPON COMPLETION OF WORX, CONTRACTOR SHALL REPAIR MY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON ORABOU7TTHE PROPERTY. 12 CONTRACTOR SHALL KEEP GENERAL Ylom ARFACLEAN AM M62ARD FREE DURING COHSTRUCUQN AND DISPOSE OF ALL GIRT. DEBRIS, AND RUBBISH. C:CNTRA1'TOR SHALL REMOVE EH UpNBA% NOT SPECIFIED AS REMAINING CW THt CDUST.AH CONDITION AND FREE FROU PAINT SPOTS, DUSR SMUDOR GES MISES, SITE SHALL at LEFT ES OF ANY HAIVIPe 13. THE GENERAL CONTRACTOR SWILL(RECEIVE WRITTEN AUTIOR2ATHQN TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY REM NOT CLEARLY DEFINED BYTHE CC NSTRUCMN GRAWIN GISACLYRTRAC'TDOCUMENTS- 14. THE CONTRACTOR SHALL PERFORM WORK DURING OWNERS PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 15, THE CLEAT ASAVOI IORAL IN SLRED, AND WENT PROOF OF LICENPROVIDE THE CLIENT PROPER SE ES) AND 6APO INSURANCE. IS. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDUUNG AND COORDINATING ALL INBPECTICNS IT CAUTONI CALL. SEFCR.EYOU MI BURED UTILITIES JOUST IN THE APEAANO UTILITY HFORMATON sH07YN MAY NOT BE COMpLE7E. CONTACT THE ONEILALL UTLITYLOCATE SERVICE A M9NIMU N.OF 46HQU RS PRIORTO CONSTRUUCT1OTi DIAL SI1 15 OONTRACTORTODOCULIENTAL WORKPERFCRMEi3 WITH PHOTOGRAPHS AND SUBMITTO CLIENT ALONG WITH REMNIBO CONSTRUCTION SET. 19. CCINTWACTOR TQ DOCUMENT ALL CJVNGEa MADE IN THE FIELD BY MAUONQ UP,fREOLNING) THE APPROVED ONSTGLCTION SET AND SUBMFTLING THE REDLINIJH SET TO THE CCJENT UPON COMPLETION. 20, FORCOLLOCATIONSOES: CoNTACTTOWFR OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 21. DERMAL. CONTRACTOR 15 TO COORDINATE ALL POWER NISTALATICK WRH POWER COMPANY AB NEOUNEU- CONTRACTOR TO REPORT POWER INSTALLATION C> MiRAMCK SCLLMOMSI TO NETWORK CARRIER R@NksENTATHVE. PROJECT OCN5TAD C,IR`R MANAGER AND ARCW E07. ZY. ANY SUBSTITUTIONS OF MATERIALS ANDIOR EQUIPMENT. MUST BE APPROVED BY CLEW CONSTRUCTION MANAGER 23. IN THE CASE OF ROOFTOP SOLUITC]VS FOR EWF6*-HT AHEMA A?rrMM FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS ODCUK THE GENERAL CONTRACTOR SHWALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECCRD FOR INS7AtA7KON, PATCH, RE PAIR OR ANY AUGMENTATION IO THE ROOF. ANO HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTORS WARRA.6TY iCR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFVRG IHTE4FOY. 24. IN THE CASE OF ROOFTCP SCXUTIONS WITH TFIE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS. THE GENERAL CONTRACTOR SNAIL pOORDNATE WITH THE FRP GnIGHFJWUFAeRrCATOR70 ENSURE TVATTHE FINAL FRP SHROUD 4S SIMIJLATNG 101 APPEARANCE) DESGNATED EOBBTING ExTEPUOPL BUILDING FACAM MATERALA TFAZI:RES,N O COLCI41 THE CONTRACTOR SHWA FURTH EUIMCRE ENSURE THE USEOF OQUWER5IJW FASTM,MRS IN ALL FRP CONSTRUCTION- WHEN PHOTO SOMLATIONS ARE PROVIUM THE OpNTRACTOR SHALL ENSURE THAT F1iVAL CONSTRUCTION REPRESENTS WHAT S INDICATED IN PHOTO SIA9ULATIONS. SHOP DRAWINGS SHALL 7E PROVROED TO THE GETS ERN- O&MLACTORC CONBTRUCTOOH COQRINNATLR AND ARCIRTECT PRMTO FABRJOA.TION AND CONSTRUCTION. GENERAL NOTES (CONTC7 : 25. IN THE CASE OF ROOFTOP SQWROiNS FOR EQUIPMENT ANDIOR ANTENNA FRAMES WHERE AN0HUOBIHG7OACONC9ETE ROOF SLAB IS RECU ML0. CONTRACTORS SHALLCOWgM (PRIOR TO SUMMING BIQ) WITH CONSIA7ING GOTRSTRUCHTON COORDINATOR AN13 ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOFS - RESULTING FROM AN UHDOCRR4£NTED GESr67N CHLAKNE IN THE EXISTNO BUL0/HG'ALSR9 W LT ORAMVING SEE'- HAVING INDICATED AN ORIGINAL M43N SOLUTION OF RE NFORCEO CCINU,' LM JAY EMBEDDED STEEL RESAp N THE EVERT p= TENSION SJAS SOLUTION IS PPESENT, CONTRACTORSHAU WULQE PROVISIONS FOR X-RAY PROCEDURES (INCLUDED IN NO) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 2& GENERAL L SUR CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCUUNGTIM FOR ALL C"':E TRAY TIE pOWHS AND ALL OTHER GENERAL TIE DOWNS WHERE APPUCASL4 PLASTIC ZIP TIES SHALL 007 BE PEIU19Tr6O FOR USE ON CLIENT PROJECTS. RECOMMENDED IJ/V:IIFAC7IIR£ "..HALL BE PANDU TT CORP. METAL LOCKING TIES MODEL NO. MLT4S-CP LINDERSE IES-504 (OM EQUAL} PANDUIT PNIOUOT CiSTRIBUCED BY TRIARC OF TACOMA, WA. DESIGN CRITERIA: 1. THE STRUCTURRN. DESIGH OFTHISPROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 20M WITH WASH1N07ON STATE BUP-NNO CODE AMENDMENTS (IBC ZMI 2 DES& 4' DES!GH FDATA FOR CRY OF FEDERAL WAY, WA: -ROOF SNOW LOAD NIA (NOT A ROOFTOP SOLUTION) -BASIC WIND SPEED E5 MPH (3 SEC GUST) -WIND EXPOSURE S CODE COMPLIANCE: ALL WORK MCI MATERIALS SHALL BE PERFORWO AND INSTALLED IN ACCORDANCE WITH TE CUFWENT EUMONS OF THE FOLLOWING CODES AS ADDPTEDTSY THE LCO L GOVERNING AUTYWFT.ES. NOTHING ON THESE PLANS IS TO BE CONSTRUCTER TO PE NAiT WORK NOT CO.NFORMNG TO THESE CODER: 20DU INTERNATIONAL BUILDING CODE 2DO9 INTERNATIONAL RESIDENTIAL CODE 200E INTERNATIONAL MECHANICAL CODE 2W9 INTERNATIONAL FUEL GAS CODE 20D9 NFPA 54- NATIONAL FUEL GAS CODE 20091NTERNATIONAL FIRE CODE (PROPANE NSTAIJA71ONS ONLY) 200E UNIFORM PLUMBING CODE 200E NFPA 55- LIQUEFIED PETP-EAMU GAS CODE 200E NFPA 70 NATIONAL ELECTRICAL CODE MROPJWE INSTALLATIONS ONLY) 2D72 NATIONAL ELECTRIC SAFETY CODE LOCH. BUILDING CODE ORDINANCES 200E ANSI I TLA I EIA-222-G 2009 WASHINGTON STATE ENERGY CODE NFPA-101 -LIFE SAFETY CODE ICCYANSI A117.1,70115 20D91NTERNATIONAL EXISTING BUILDING CAGE WITH STATE WIDE AMENDM ERTS FOUND IN THE IBC CONCRETE NOTES: 1. ALL CONCRETE CONSTRUCTION SHALL BE N ACCORDANCE WOH ACN-315. 2. CONCRETE SHALL BE MDUM PROPORTIONED. COWMI)AND PLACED IN ACCORDANCE WITH CHAPTER 10 OF THE ISO Z000. STRENGTHS AT 25 DAYS AN D WX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRIA TON 28 DAY STRENGTHS WIC MINMUM DEMENT (7�) RATIO CONTENT A SLABS ON GRADE PER CUBIC YARD TOPPING SLABS CONCRETI: FIERS "a() PSI 1 AS 512 BACKS B. ALL STRUCTURAL CONCRETE 4,000 PSI 1 .45 6125ACK5 EXCEPTWALLS C. CONCRETE WALLS 4.000 PSI AS 912 SACKS CEMENT SHALL BE ASTM CAB], PORTLAND CEMENT TYPE I UN.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL COTIL:RETE WITH SURFACE? EXP'O9EO 70 STANDING WATER SHALL SE A9L£NTRANED WITH AN aREHiTyIHNO AGENT CONFORMING TO ASTM CM C61M CM AND C1017, TOTAL AIR CC*0W SHALL BE IN AQCORDIMCE WITH TABLE IW04-7-1 OF THE SO MW- S. REINFORCING STEEL SHALL CQNFORMTO ASTM MIS INCLUDING SUPPLEMENT 511 GRACE W W;W,OM P61- EXCEPTIONS: ANY BARS SPECFIOALLYW NOTED ON THE OPAWINGS SHALL BE GRADE 40. h"AI.000 PSI, GRADE WFIE "FORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CQNFD*A 7OASTMA7C6. iREINFOAC7NG COMRYIHG WRHI AS'IT4 A615(S1) MtAY>E MRPED ONLY IF MATERIAL PROPERTY REPORTS INDICATNG SONFORMANCE WITH WELDING PROCEDURES SPEC IHED IN A.W.S. D14 ARE SUBMITTED. & REINFORCING STEEL SHALL BE DETAILED (INCLUDING' HOOKS M D BEND5I IN ACCORDANCE WTI H A, 315 AND Si& LAP Ai CONTINUOUS REENFORC4AENT AT LEAST V BAR DWJE7TURS OR MINIMUM OF 74. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS, LAP CORNER TARSAT LVZT30 BAR OtA ETERRS ORAMNBJUM OF 2'-0'. LAP RDJACER4: MATS OF WELDED WIRE FABRIC A MINIMUM OF VAT SIDES AND ENDS- T. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A41a15 5. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM AGIS, GRADE 944--50,Dw PSI, 9. NO BARS PARTIALLY BMREDOE D IN HARDENEQ CONCRETE 5HA'LL BEFEID SENT UNLESS SPECIFIp7 LY SO QETALED OR AIPFROVED BY THECONSUL7ANT, ID. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS F40LLOYM: 3' FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE to BARS OR I-MIGE R) r FORMED SURFACES XP EOSED (AS BARS OR SMALLER) 1 1rr EAR TH RTH OR WEATHER Ira• 11. SLASSAND WALLS(INTBRIORFACE) 12. BARS SHALL BE SUPPORTED ON CHARS OR DOBIE BRICKS. 13. ANCHOR BOLTS TO CONFORM TO ASTM A307. 14. NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MAIUFACTIRRER AND SHALL BE MULED AND PLACED N STRICT ACCORDANCE WITH THE MANNUFALTURERE PUBLISHED RECOMMENDATIONS, GROUT STRENGTH SHALLBEATLEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 15. ALL EWANSION ANCITOR4108E HILT. BRAND. ADHESIVE ANCHORS REQURETESTINGTO CONFIRM CAPACITY UNLESS WAIVED BY ENGRETA STRUCTURAL STEEL NOTES: 1, SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUB MTTTED 70 THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STBUCILINULL STEEL DESIGN, FABR]CATICH AND ERECTEON (INCLUDING FIELD WELDING. HIGH STRENOTHi FIELD SCLIINCL EXPANSION SCLTSU AND THREADED EXPANSION ANCtIORS) SHALL BE BASED ON THE ALS.L MPECWrATION FOR THE DESIGN. FABRICATION, AND E.9ECTIOH OF SMLICIURAL `"TEFL FORSUILDNGS LATEST EDF9CH, G(1PERY6IONSHA31 BE NACOOROIWGE WITH MC MW CHAPTER ZZ. BY A QUALIFIED TESTIHG AGENCY DESIGNATED BYTHE CONSULTANT - THE CONSULTANT SHALL SE FURNISHED WIN COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCfIJRAL STEEL SHALL CON FORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A W97ERJWGESHAPE ASTM A99Z, Fy 60 KSI B. OTHER SHAPE, PLATES AND ROD ASTM A30, Fy 39 KSI C. PIPE COLUMNS ASTM A53, Fy 35 KSI D. STRUCTURAL TUBING ABTM ASD0, Fy40 KS1 E ANCHOR BOLTS AS7M A207 F. CONNECTION BOLTS ASTM Am 4. ALL MATERULL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A1231A123M-00. 5. ALL WELDING SHU54L BE IN CONFORMANCE WITH AUS.I. ANO AWS STANDARDS AND SI-IALL fie PERFGRME➢ SY WA9.0. CERTIFIED WELDERS USING E70 OCX EIECCTRODES. ONLYPREOUALIFED WE),OO(AB DEFINED BY Al") SHALL BE USED, WELDING OF GRADE 90 REINFQRMG BARS W REQ UIRE01 SF44.L BE PERFORMED USING LOW HYDROGEN EIF�- WELDING OF GRACE 41) RONFORCM BARS W REW NED) SHALL BE PERFORMED USING E711 KX BLECTROLE S. WAFIDWRO WITHIN 4' OF COLD BENDS IN RE14PWLING STEEL S NOT PE.RNI TTED, SEE REIN FIPACING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 5. CMD4URMED STEEL FRAMING MEMEERS SWLL BE OF THE SHAPE, SO --Aida GASE SHOWN ON THE PLANS, PRCYCE MNIANM SECrIQY PROPERTIES INDICATED. ALL COIflFOFU ED STEEL FRAMING SHeU CONFORM TO THE AI.S.I, TPCOFr ATM FOR THE DESIGN OF COLD-FIXU.%D STEEL STRUCTURAL MEMBERS.' 7. BOLTED CONNECTIONS SHALL USE BEARING TYP E ASTM A325 BOLTS (34- CIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE B. NONSTRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE Sr6• DIA. ASTM AW7 BOLTS UNLESS NOTED OTHERWISE 9 ALL STEELwoRKSHALL BE PANTED IN ACCORDANCE WITH THE DESIGN K CONSTRICTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE Ia. ALL WELDS TO BE IW FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON RING RICH PANT) OR APPROVED EQUAL TOWERIPOLE NOTES: 1. VERIFICATION THAT THE PROPOSED TOWERIPOLE CAN SUPPORT THE PROPOSED ANTENNA LOADING IS TO BE DONE BY OTHERS - 2. PROYiDE SUPPORTS TCR THE ANTENNA COW( GMLES 70THE ELEVATION A ALL INITIAL AND FMRE ANTENNAS. ANTENNA COAXCABL_FS ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURERS REQUF MINTS. ABBREVIATED ROOFTOP SAFETY PROCEDURES �11YHI=N APPLICABLE)_ (AS PER -ACCIDENT PREVENTION PROGRAM'- BY PERMISSION OF WREN CONSTRUCTION, INC.-BMIRB) FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK 15 BEING PERFORMED WITHIN 2SOF AN UNPROTECTED ROC* EDGE THE CONs-,TwOTKyN SUPERVISOR SHALL 00 IONATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL V641V OONSTRUCRON WORKERS OF FV :RODS D.E. WZVNU UP TOWARD A ROOF EDGE, EFOJ OR LIN&AFE ACTIVITIES- THE SAFE MONITOR MU ST IE 014 THE BANE ROOF AND WITHIN VISUALAND VERBAL DISTANCE OF THE CONST nicTION WORRIERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN TOR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE 4. SAFETY LINE SHALL BE MINIMUM W DIAMETER NYLON, WITH A NOMINALTENSILE STRENGTH OF 5400 L RC S. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRICTURE B. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF. BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS, 5. MONTHLY SAFETY INSPECTION AND M4AINTENMCCE OF THE FAIL PROTECTION EQUIPMENT SHALL DCCUR BY THE SAFETY 00M)AITTTE RFPRESE WATTVES. INWAIN NG: NSPECT10N OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMEWNG ANY WIZARDS REPORTING HA2ARA5 TO THE SAFETY COMMTFTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBL49 0REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWCFX1R SAFETY REPRESENTATIVE REFER TO ROOFTOP WO RKAREA SAFETY PROTOCOL NA-MMAL ASSOCIATION GFTGWEiR ERECTORS MW PUBLICATION REFERENCED OSHA AMULATIONASTAN MAROS SHALL L SE Mr-WFD BY TOWF7R ERECTORS, EQUIPMENT INSTALLER& AND TOWER-ROCF TOP CCNT ACTORSIE1=tflTtACTOR5 29 CM IPM-500- SCOPE. APPLCATiON, AND 0EFINITIONS 29 CFR 1925.501- DUTY TO HAVE FALL PROTECTION I CFR 19M.S02- FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SYML7JLS AND ABBREVIATIONS A/C ARCONDMONNG MAX MINIMUM AGL ABOVE GRADE LEVEL MECH MECHANICAL APPROX APPR0719.0 TELY km METAL AIN-R MANUFACTURE B LDG BUILDING MGR MANAGER BILK BLOCKING MN MINIMUM B.O. BOTTOM OF MIBG MISCELLANEOUS B.O.S. BOTTOM OF STEEL HA " NOTAPPUCABLE CLG CEIUNG NIO NOT IN CONTRACT CUR CLEAR N.S. NEARSIDE . CMU CONCRETE MASONRY UNIT ROTS- AOTTOSCArLE CONIC CONST CONCRETE CONSTRUCTION O.G. ON CENTER CONT CONTINUOUS O.O. OUTSIDE DIAMETER OAH OVERHEAD , DBL DOUBLE DIA10 DIAMETER PLCS PLACES DAG DAGONAL PLYVW PLYWOOD . ON DOVMR PROJ PROJECT DET DETAIL PROP PROPERTY DWG DRAWING PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH EA EACH PT PRESSURETREATED EL EL.EVATgN M BIC ELECTRICAL RAO RADIUS EC EQUAL RECI REQUIRED EQUIP EQUIPMENT RM ROOM E.W. EACH WAY RO ROUGH OPENING EXT EXTERIOR BCH SCHEDULE FIN FINISH SHF SHEET FLUOR FLUORESCENT SIM SIMILAR FLR FUROR SPEC SPECIFICA71ON F.S. FARSIDE SF SOUAREFOOT FT FOOT SS STABLESB STEEL STL STEEL GA GAUGE STRUCT STRUCTURAL GALV GALVANIC STO STANDARD G.C. GENERAL CONTRACTOR SOFT SQUARE FOOT GRAD GROUND SQIN SQUARE INCH GYPSO GYPSUM WALL BOARD SU1SP SUSPENDED HORZ HCRMOHTA_ THK THICK HR HOUR THRU THROUGH HT HECHT TANG TINNED HVAC HEATING VENTILATION T.O, TOP OF ARCONDITIONING T.O.S. TOP OF STEEL TYP TYPICAL in. INSIDE DIAMETER NOTED OTHERWISE IN INCH LINND UNLESS INFO INFORMATION INSUL INSULATION VERT VERTICAL TNT INTERIOR V.I.F. VERIFY IN FIELD IBC INTERNATIONAL BUILDING CODE wr WITH Las POUNDS WID WITHOUT WP WATERPROOF R PLATE �I^++�-+�� CHAN- INK FENCE D o- WOOD FENCE CL CENTERLINE T T - TELEPHONE (E) EXISTING r P � POUTER GROUND WIRE PY DETAIL NUMBER CIA% COAUOALCABLE X�. SHEER NUMBER SPECIAL INSPECTIONS: SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2009 SECTION 1704. SOiLSMEOTECHMCAL: ❑SHORING INSTALLATION AND MONITORING ❑OBSERVE AND MONITOR EXCAVATION ❑VERIFY SOIL SEARING psT SEARING ❑SUBSURFACE DR W_E' ERCEMENTT CiVERIFY FILL MATERIAL. AND COMPACTION C]VERIFY CONDITIONS AS ANTICIPATED ❑PILE PLACEMENT [AUGER CASTiDRIVEN PILE} ❑OTHER REINFORCED CONCRETE: ❑REINFORCING STEEL AND CONCRETE PLACEMENT ❑PRESTRESSEDIPRECAST CONCRETE FABRICATION AND ERECTION ❑BATCH PLANT INSPECTION ❑SHOTCRETE ❑GROUTING ❑ OTHER STRUCTURAL STEEL: ❑FABRICATION AND SHOP WELDS ❑ERECTION AND FIELD WELDS AND BOLTING ❑OTHER STRUCTURAL. ALUMINUM: ❑FABRiCATTON AND SHOP WELDS ❑ERECTION AND FIELD WELDS AND BOLTING ❑OTHER STRUCTURAL MASONRY: ❑CONTINUOUS ❑PERIODIC ri OTHER: NONE REQUIRED ANCHORING TO CONCRETE: ❑BOLTS INSTALLED IN CONCRETE OPOST-INSTALLATION ADHESIVE ANCHORS OPOST-INSTALLATION MECHANICAL ANCHORS T • Mobile-` 19507 WORTHCPJMK FKWY BOTRF3.1. WA 95J11 OFFICE (425) 3911-7600 LPROJECT CONSULTANTS: REALC0M PLANS PREPARED BY: c,Y CgiKNV @4^�TC77VE 1992E woODINVILLE-REDMOND RD W, SURE 21 D WOODINVILLE, WA IIBD72 PHONE:425A87.1732 FAX426,4U.17M EMAIL aelG'�c- Mn * b- rwF WWW DRNERSTONE-BNGRCCM PROJECT INFO: ISSUED FOR CCLIENT REVIEW r,REV::DATE:=ISSUED FOR BY:� _DRAWN BY:=CHIC.: APV.:� (LW IBMH MWO CURRENT ISSUE DATE: 09-10-12 CE IC:FNSllRF.: `��ocy ~`z: 891CSLML DRAWING INFORMATION: OD HOT SCALE powNGS. CONTRACTOR MIST YEWY ALL ONLIENSKNS AND ADVISE C0N5U 7Mn OF ANY ERRORS ARID OMISSIONS, ALL PREVIOUS ISSUES OP THIS *RAWW ARE SUPERSEDED BY THE LATEST REYt"+ICN. THE INFORMATION CONTAINED IN THIS SET Of DOCUMENTS I S PROPRIETARY BY NATURE ANY RISE OR Oi°T,.C. OS^G ME OTHER TOUR WHICH III RELATED TO NAMED CLIENT IS BTFUCnY PROHNBTTFD. =DRAWING TITLE: GENERAL NOTES =DRAWING NUMBER G-1 A CEI JOB NUMBER: 12-08024 1. CONTRACTOR TO PROVIDE ALL HANGERS & HARDWARE (STAINLESS STEEL WOR GALVANIZED ONLY) TO SUPPORT CABLES & JUMPERS EVERY 74r, 2. RETURN USED LNA'S & MCPA'S TO T-MOBILE WAREHOUSE- 3. PROPOSED IDDAMP BREAKER IN VALARE POWER SHELF a (2)#2 THHN STRANDED IN EMT OR LT FLEX FROM BREAKER TO CDVP. 4. CONTRACTOR TO REMOVE EXISTING RET HOME RUN COAX AND UNUSED GPS ANTENNA WITH CABLE- 6. THE FRIG RRU IS TO ONLY BE MOUNTED VERTICALLY. 6. THE COVP IS TO ONLY BE MOUNTED VERTICALLY. (E) OTHER CARRIER E PROPOSED (3) TMBX; ANTENNAS TO REPO (GAMMA SECTOR; 271 PROPOSED (1) COVP TO (E) ANTENNA PIPE ENLARGED SITE PLAN 2204 SCALE: 114' = T-G 1lxl7 SCALE Ire' _ `(E) BUILDING- 1 fI (E) OTHER CARRIER EQUIPMENT - I r I I ) PROPOSED (1) COVP MOUNTED TO BACKOF (E) NOKIA CABINET (E) (2) NOKIA ULTRASIfE CABINET (E) PURCELL CABINET (E) CONCRETE EQUIPMENT SLAB A•2 (E) OTHER CARRIER EQUIPMENT SHELTER PROPOSED (4) HYBRID CABLE ROUTED UP (E)TOWER (MATCH (E] COAX ROUTING) TO PROPOSED COVP NEARANTENNAS A.7 (E) ICE BRIDGE WI (12) 1 6/8'0 COAX PROPOSED (1) FRIG MOUNTED TO LTE 11 ANTENNA PIPE MAST EACH SECTOR AJ (E) TMA'S (TOTAL OF 6) PROPOSED (2) FXFB'S (REMOTE RADIO UNITS), MOUNTED TO (E) ANTENNA PIPE MAST AJ (E) 146'-W SELF SUPPORTING TOWER PROPOSED (3) TMBX7f-SS.6-R2M ANTE NRAS TO REPLACE (E) ANTENNAS (ALPHA SECTOR; 30' AZIMUTH) LL PROPOSED (3) TMRXX-8516-R2M ANTENNASTO REPLACE (E) ANTENNAS (BETA SECTOR; ISO' AZIMUTH) (E) CHAIN -LINK FENCE W/ BARB WIRE i:�iOn[T7mAana® (E) BUILDING\ PLAN NORTH E T • Mobile 1930714ORTH CREEK PKWY BOTHHLI, WA No] I OFFICE (476) 390.7600 PROJECT CONSULTANTS: REALC0M PLANS PREPARED BY: �� L �INc►�s'santE III= WOODINVILLE-REDMOND RD NE, SUITE230 WOODINVILLE, WA9WM PHONE: 425.407.T732 FAX425AS7,1T74 EMAIL: wl®mrnvelciw.rglmm WWW.CORNERSTONE£NORCOM PROJECT INFO: '($SUED FOR; CCLIENT REVIEW �REV.:DATE:—*SUED FOR BY: — :DRAWN BY:=CHK.: APV.: LLW I BMH MWO :CURRENT ISSUE DATE: 09-10-12 DRAWING INFORMATION: OO NOT=ALE CRAWIHCS. CONTRACTOR MUST VERWY ALL DNEN,'1'ONS AND ADVISE CONSULTANTS OF ANY EARORS AND OMISSIONS. ALLPREVKIM ISSUESOFii69 DRAWING ARE SUPETiSED ED BY THE LATEST REVI8ID7L THE INFORF[4TWH CONTA NED W T1i3S SET OF OOCUi,EM iSPAOPRIETARYDYNATURE ANYUMORMSCLOSURB OTHER THAN WHICH IS RELATED TO NA.%r-D a -ENT IS STRICTLY PROHIBITED• :DRAWING TITLE: ENLARGED SITE PLAN :DRAWING NUMBER: Al A CEl JOB NUMBER: 12.OW24 PAINT NOTE: ALL PROPOSED ANTENNASIEQUIPMENT& ATTACHMENTS SHALL BE PAINTED TO MATCH EXISTING ONSITE CONDITIONS. (E) TMA'S (TOTAL OF 6) PROPOSED (2) FXPB'S (REMOTE RADIO UNITS), MOUNTED TO (E) AN-MNNA PIPE MAST PROPOSED (1) FRIG MOUNTED TO LTE 11 ANTENNA PIPE MAST Q EACH SECTOR PROPOSED (3) TMBXX.6516-R2M ANTENNAS TO REPLACE (E) ANT (BETA SECTOR; 150' AMMUTH) EAST ELEVATION 221G74SCALE: V6'-1'-W TOP OF (E) SELF SUPPORTING TOWER & RAD CENTER OF OTHER CARRIERS (E) ANTENNAS 146'-0' AGL RAD CENTER OF OTHER CARRIERS (E)ANTENNAS 12S4r AGL A, � 1', \ / r, (E) BUILDING RAD CENTER OF (E) & PROPOSED PANEL ANTENNAS 111'-7` AGL PROPOSED (3) TMBXX-016-R2M ANTENNAS TO 6 REPLACE (E) ANTENNAS (ALPHA SECTOR; 30' A2IMUTH} R[ j� RAO CENTER OF OTHER CARRIERS (E) ANTENNAS _eik 93'-' AGL 'I 0 �R PROPOSED (1) HYBRID CABLE ROUTED UP (E) TOWER (MATCH (E) COAX ROUTING) TO � PROPOSED COVP'S NEAR ANTENNAS ✓W (E) 146-0- SELF SUPPORTING TOWER PROPOSED (1) COVP 1 MOUNTED TO PIPE MAST(,��+ -� ENLARGED RRU MOUNTING DETAIL 22x,4 SCALE: uT = V-0' 111x17 SCALE: 114' 31'{I' (E) OTHER CARRIER EQUIPMENT SHELTER ` (E) ICE BRIDGE WI (12)1 518'0 COAX r (E) CHAIN -INK FENCE WI BARB WIRE GRADE (REF) 0'-W (ASSUMED) PROPOSED (2) FXFB'S T MOUNTED TO PIPE MAST A-3 (E) SELF SUPPORTING TOWER 1 T • -Mobile-* 19807 740H18 CR= nCA'Y BOTHEL , WA N013 OPFICE (425) 39L-%M PROJECT CONSULTANTS: REALC0M PLANS PREPARED BY: """ 'I �ereoiu TONfi, 1 W2S WowiNvLLERmMOND RO NE, SUITE 210 WOODINVI i s WAYBOrt PHONE: 426A87.1782 FAX 42MG-1734 EMAIL vdGc ma lbr- lV. W W W.00RNERSTONE-ENGRCLM PROJECT INFO: ISSUED FOR CCLIENT REVIEW rREV.:DATE: =ISSUED FOR BY:= (" DRAWN BY:=CHIC: APV:� LLW BMH 1 MWO CCURRENT ISSUE DATE: 09-10-12 �LICENSURE SLSr sv QySL DRAWING INFORMATION: Do NOT SCALE DRAWINGS. CONTRACTOR mm VERIFY ALL DmNsms AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSION& ALL PREVIOUS ISSUES OFTHIS DRAwiNG ARE sLIPE RSEDED SY THE LATEST REVI9ICN- THE INFOkNATION CONTAIN® W THIS SE[ O: 00MAtENTs IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN 1NHICH IS RELATED TO NAMED CUENT Is STRICTLY PROHIBITED. =DRAWING TITLE: EAST ELEVATION :DRAWING NUMBER A-2 A CEI JOB NUMBER: 12-060P4 LE: 1AIr - T-Cr NOKIA FRIG RRU 22a34 SCALE: 1 1IY' = 1'-X ANT 5 TX/RX ANT B RX PWR IN ` RxO 6 LED FANITX OFF AT US MO LED MODULE STATUS GROUNDING POINTS J NOKIA FXFB RRU 22x34 SCALE: 3"- l -(r V-5 5/8' TOP FRONT NOKIA FRIA RRU 22x34 SCALE: 1 117 = V-7 1'-5 3/16" FRONT 11x1T SCALE: W4'= l'-0' ANT 4 RX /- RxO 4 Rao 5 �, - RxO 3 -ANT 3 TXIRX T OPT1- OPT 2 EAC OPT 1'-5 5/8' �.�4�iiTC4Sf�li RIGHT SIDE ANT 2 RX /r RxO 2 RxO 1 /ANT 1 TXIRX RET (FXFB ONLY) id DIMENSIONS (WxHxD) W SOLAR COVER 8 MOUNTING 172' x 23.6' x 7.S FRIG UNIT WEIGHT 24.0 k9 / 52.91bs SOLAR SHIELD WEIGHT 1.2 kg 12.6 Ibs MOUNTING BRACKET WEIGHT 0.7 k9 / 1.5 Ibs TOTAL WEIGHT 25.9 k9I S7 IbS PIPE MAST 316'0 U-BOLT OR BANDING GROUNDING HARDWARE - TOP 7-16 DIN MALE 7-16 DIN MALF - GROUNDING HARDWARE - WEATHERPR( ASIG INPUT CONNECTOR NOTE: 7-18 DIN FEMi-- FRIG TO BE MOUNTED VERTICALLY ONLY 11 BIAS TEE 2W4 SCAT..£: 6' = 1'-0' PROPERTY VALUE HEIGHT 133 mm/3U (5.2 in) WIDTH WIDTH 447 mm 17.6 in) (WITH COVERS) 490 mm (19.3In) DEPTH (FOR RACK 395 mm (15.6 In) ASSEMBLIES) DEPTH 5W mm (22 in) (WITH COVERS) WEIGHT (INCLUDING THE CORE, FANS MAX. 25 k9 (55.1111) AND CASING) NOTE: FOR MOUNTING SEE DETAIL 21A3.1 7 PROPERTY 3-SECTOR RF MODULE DUAL RF MODULE SINGLE RF MODULE HEIGHT 133 mml3U (52 at) 133 mm/3U (52 in) 133 mml3U (52 In) WIDTH 447 mm (17.6 in) 447 mm (17.6 in) 447 mm (17-6In) WIDTH (WITH COVERS) 490 mm (19.3In) 490 mm (19.3In) 490 mm 09.3 in) DEPTH (FOR RACK 395 mm (15.6 In) 395 mm (15.6 In) 395 mm (15.6 in) ASSEMBLIES) DEPTH 560 mm (22 in) 560 mm (22 in) 560 mm (22 In) (WITH COVERS) WEIGHT (INCLUDING THE 25 kg (55.1 Lb) 21.8 kg (48.1111) 18.7 kg (41.21b) CORE, FANS AND CASING) RIGHT SIDE Ps U, OVP MAIN GROUND 210.14AWG � RETURN 15 �( CONNECTIONS I 2/0 -14 AWG GROUND BAR 4-14AWG- FRONT SIDE 11x17 SCALE: 3' - l'-0' ALARM CONNECTION COVP INTERIOR 2204 SCALE_ 1 1/2" = V-0' 10 HYBRID CABLE 2264 SCALE: NTS ,--FIBER PANEL 18 SM ADAPTERS 1'-513I1Sr T-41/8' I I FRONT 48-15 CONNECTIONS 2/0-14AWG 3 RAYCAP COVP (RCMDC-4010-P 77x34 SCALE- 1 112' = 1'-0" 11x17 SCALE: 3/4' a V-4T (18) FIBER INDOORIOUTDOOR DISTRIBUTION CABLE DIELECTRIC CENTRAL MEMBER (2) #16 AWG COPPER PAIR (10) #6 AWG THHN/THWN COPPER CONDUCTOR (2) ARAMID RIPCORDS CORRUGATED LAMINATED STEELTAPE MOPE OUTER JACKET r COVP MOUNTING FRAME r✓ 1/4'0 GALV BOLT (TYP OF 8 PER COVP MOUNTING BRACKET) -PIPE-_ 3/6'0 GALV J "OLT ------- 1/4'0 GALV BOLT (TYP OF 4 PER COVP) RIGHT SIDE TOP 6 1 COVP MOUNT 5 22x34 SCALE: 1 1/7 a 114U' 11x1T SCALE: 314' = T-0 NOTES: 1. FOR MOUNTING SEE DETAIL 5/A3 7" 2. COVP TO BE MOUNTED VERTICALLY ONLY 5 13116" HYBRID TRUNK IN POWER & FIBER JUMPER OUT (TYP) Jai 1-6 Tw RIGHT SIDE BOTTOM 1 T - •Mobile® 198M NDATE CAFFBK FKWY BcnmEL.1., WA 99011 OFFICE (425) 598-7fA0 'PROJECT CONSULTANTS: REALC0M PLANS PREPARED BY: �✓GdyVGrl$TpNE 19M WOODINVILLE-REDMOND RE) NE. SUITE 210 W C ODINVILLE, WA 9!O?•L PHONE 425.437.IM FAK42S W.17M EMAIL' wT�vomer.lmlowgrmm WWW,CORNERS'rONE-EW .P.COM oon Icr^-r In1Fn• S E04768A R&L CLEARING/4 CARRIER 1741 S 356TH STREET FEDERAL WAY, WAMM KING COUNTY mizibVtzu rum: CLIENT REVIEW CREV.:CATE-=ISSUED FOR: BY:= :DRAWN BY:=CHK.: APV.:� LLW BMH MWO CURRENT ISSUE DATE: 09-10-12 --1 Ir^� Mal tp s=• W N"�A m �= R• r� y1w sis?'✓ � aao4 �LlVA6 -DPAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTOR MUSTVERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OFTH IS DRAW PIG ARE suPERsEDED BY THE LATEST REVISION. THE INFOfMTICN COTiTANED IN THIS SET OF DOCLWENTS IS PROPRETARI' BY NATURE. ANY USE OR DISCLOSURE OTHER THAN N B%rH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. _DRAWING TITLE: DETAIL SHEET DRAWING NUMBER: A-3 A CEI JOB NUMBER: 12-06024 PARTS LIST ITEM # QUANTITY PART NUMBER DESCRIPTION 1 2 001257 ANGLE ARM 2 2 E01256 MOUNTING CLAMP 3 2 001235-1 BRACKET 4 2 601235-2 BRACKET 5 1 601258 LABEL, ANGLE 6 4 800679.3 SPACERTUBE 7 14 100525-24 ME FLAT WASHER (STAINLESS STEEL) 8 2 60041" MSx1.2Sx25mm LARGE CARRIAGE BOLT (STAINLESS STEEL) 9 6 611l7395 M8 LOCI( WASHER (STAINLESS STEEL) 10 4 600419-10 MSx1.25x11 Omm LARGE HEX HEAD SCREW (STAINLESS STEEL) 11 a 204001-15 MRx1.25 HEX NUT (STAINLESS STEEL) 12 2 225244 CLAMP PLATE 13 B 600419-24 LARGE LOCK WASHER (STAINLESS STEEL) 14 8 204001-21 M12x1.75 HEX NUT (STAINLESS STEEL) 15 4 mi--'l M12x1,75x150mm LARGE CARRIAGE BOLT (STAINLESS STEEL) 17 1 601584 1 MOLYBDENUM DISULFIDE GREASE BOTTOM BRACKET ANTENNA BRACKET ATTACHMENT 22x34 SCALE: NTS 111X17 SCALE: NTS FRONT RIGHT SIDE U-SOLT MOUNT LOCATION (TYP OF 2) FPKAIJ-BOLT MOUNT LOCATION (TYP OF 2) FLOOR MOUNT LOCATION (TYP OF 6) MOUNTING PLINTH (FMFA) 2204 SCALE: 1 117 - VW p1xT7 SCALE: 314"= 1'-0' I iloo 7f TOP BRACKET NOT USED PIPE NTS — ANTENNA 7 1ANTENNA ATTACHMENT 22x34 SCALE: NTS Ti1x17 SCALE NTS FPKA MOUNTING BRACKET MBX120 BOLT 110x120x105mm BOLT FMFA FIXING POINTS 4 1 MOUNTING BRACKET (FPKA 22x34 SCALE: NTS I 11x1T SCALE NTS PIPE 3 1RRU MOUNTING 22x34 SCALE: NM _ UNTH 9) RF MODULE 10 1 NOT USED 6 NOTUSED SCALE-' NTS 21 NOT USED 1 N10 5 1 T • Mobile•0 19807 NORTH C&HEK FKVY B07HELL, WA 98011 OFFICE (426) 396-76W REALC0M PLANS PREPARED BY:— `�� RCOPIN�TC7NE IBM WOODINVLLEAEDMOND RD NE, BUTTE 210 WOODINVIU.E, WA ISM PHONE-425ABTAT32 FAX:425AB7.1734 EMAIL• GmMrWbr rV A' WW W.CORNEPSTONE-ENGRCAM LPROJECT INFO: Y CLIENT REVIEW �REV::DATE:=ISSUED FOR: By, DRAWN BY:=CHK: APV.: LLW IBMH MWO =CURRENT ISSUE DATE: 09-10-12 :I IrewRl IRF• SLEy DONOT SCALV;MAWNGS. OOHTNACTOR MU6YVFRFY ALL DIMENSIONS AND ADVISE VO1 (SULTANTB OF ANY ERRORS AND OMISS*43. ALL FMY DUS ISSUES OF THIS DNAWM ARE SUPERSEPW BY THE LATEST REVISION. THE WORINTK7N CCMAMED"THIS SET OF DOULNEHTS IS PFWFBIF,1'ARY BY MATUW- ANY USE OR MCWSURE OTMft TMAN 91HCH IS P51ATE0 TO NAMED OJEKT IS sTR]CTLY pROHIBTTFD. -DRAWING TIRE DETAIL �SHEET =DRAWING NUMBER A-3.1 A CEI JOB NUMBER: 12-06024 (2) 3/8.0 SS HEXNUT (#2) TWO HOLE TMA I RRU CHASSIS COMPRESSION LUG `GROUND WIRE STUD (TYP NO -LUX ANTI -OXIDIZING / OF 2 @ FRONT AND BACK COMPOUND OF CABINET) CLEAR HEAT SHRINK ON COMPRESSION LUGS 3/8'0 STAR WASHER 42 STRANDED GREEN INSULATED COPPER GROUND LEAD TO BUSS BAR OR #2 SOLID BARE TINNED COPPER PLAN TO GROUND RING NOTE: FOR GROUNDING CONNECTIONS TO PAINTED CABINETS CHASSIS, GRIND OFF ALL ENAMEL COATINGS TO BARE METAL AT LUG CONTACT AREA PRIOR TO MAKING BOLTED LUG CONNECTION. APPLY NO -LUX TO ALL EXPOSED BARE METAL. #2 GREEN INSULATED COPPER WIRE TO AGB ATTOP OF POLE COAX CABLE GROUNDING KITS WITH LONG BARREL COMPRESSION LUGS, INSTALLED BY CONTRACTOR HARGER GROUNDING BAR #GB14824 (OR EQUAL) WITH HOLE PATTERN, STANDOFF ri INSULATORS AND MOUNTING BRACKETS AS SHOWN- ~ a #2 SOLID BARE TINNED COPPER WIRE TO GROUND RING - PROVIDE (2) PER MGB A - CADWELD HARGER GROUNDING BAR #GBI14 12G COAX CABLE, COVP & RRU GROUNDING KTff #2 GREEN INSULATED COPPER WIRE TO MGI AT BOTTOM OF POLE GROUND ATTACHMENT 12 TYPICAL MASTER GROUND BAR 1 ACCESSORY GROUND BUSS BAR 22x34 SCALE: NTS 11xl7 SCALE: NTS 22x34 SCALE: NTS 11xi7 SCALE NTS 22x34 SCALE: NTS i ix17 SCALE. NTS SCHEMATIC GROUNDING PLAN 9714a Sf:GI G• 117' = 1'-0' I I Ix17 SCALE 1!4' = V-(P C 7) (E) GROUND ACCESSORY BUSS BAR TYP. O(E) ANTENNA MOUNT STRUCTURE PROPOSED 02 STRANDED GREEN INSULATED COPPER GROUND LEAD, TYP. (E) #2 STRANDED GREEN INSULATED COPPER GROUND LEAD, TYP. (VJ.F.) ! 5 ? PROPOSED GROUND CONNECTION TO RRU. SEE 121E-1. KEYED NOTES 22x34 SCALE: NTS j11x17 Ci TYPE GLLUG TYPE GR a I TYPE PT V ;III f TYPE GT TYPE SS TYPE VS NOTE: CADWELD `TYPES" SHOWN ABOVE ARE EXAMPLES- CONSULT WITH PROJECT MANAGER FOR SPECIFIC TYPES OF CADWELDS TO BE USED FOR THIS PROJECT. 10 CADWELD CONNECTIONS 9 22x34 SCALE: NTS I 11x17 SCALE: NTS 1. GROUNDING SHALL COMPLY WITH LATEST EDITION OF THE NATIONAL ELECTRICAL CODE- 2. MINIMUM BENDING RADIUS FOR GROUND CONDUCTOR IS 8'. 3. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 4. ALL GROUNDING CONNECTORS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. USE PENETROX OR EQUIVALENT ANTIOXIDANT GREASE 5. ALL GROUND BAR CONNECTIONS ARE TO BE HOLE LUG COMPRESSION TYPE STACKED CONNECTIONS ARE NOT ACCEPTAB LE. BACK TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BAR WILL BE PERMITTED. B. ENSURE ALL MECHANICAL CONNECTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. 7. MULTIPLE BONDS ON GROUND RODS TO BE SEPARATED BY AT LEAST V. 8. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED A RESISTANCE OF 5 OHMS TO EARTH. 9. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS: TO PRECLUDE ESTABLISHING A'CHOKE' POINT. 10. GROUND BARS SHALL NOT BE FIELD MODIFIED. 6 11. GROUND RING BURIAL DEPTH SHALL BE 30". SYMBOL DESCRIPTION jj MASTER GROUND BAR 114-x<724" COPPER ACCESSORY GROUND BAR 1/4 x4-x12' OR 1/4'x4"x20' COPPER O GROUND INSPECTION WELL ® 518"xB'-O" COPPER CLAD STEEL GROUND ROD ® COMPRESSION LUG/MECHANICAL CONNECTION A CADWELD CONNECTION ® SIDE SPLICE CADWELD ,. FIELD VERIFY & TIE INTO EXISTING GROUNDING 31 LEGEND 22234 SCALE: NTS 12. A CERTIFIED CONTRACTOR WILL MAKE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING SYSTEM USING A MEGGEROR EQUIVALENT. THE ACCEPTABLE RESISTANCE MEASURED FOR THE GROUNDING SYSTEM WILL NOT EXCEED 5OHMS 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 BASH. T-MOBILE-WrS SHALL BE GIVEN 24 HOURS NOTICE. ALL COSTS ASSOCIATED WITH GROUND TESTING WILL BE AT THE EXPENSE OF THE CONTRACTOR - 2 GROUNDING NOTES T - Mobile-® 1%07 NORTHCREI. MWY B0Tmu. WAmII OFFICE (425) W&MM `PROJECT CONSULTANTS: REALC0M PLANS PREPARED BY: �cawvw-rahtH 1992B WOODINVaLEAEDMONO RO NE, SUITE 210 WOODNMLLE- WANUM PHONE 425.487.1732 FAX425.487.1734 EMAIL w4P=nwUmv�V.= WWW,CDAHEASTW E-ENGRCCM ,PROJECT INFO: L ISSUED FOrz' CI CLIENT REVIEW ,REV.:DATE:=ISSUED FOR: BY:; I- DRAWN BY:=CHK: APV.: LLW I BMH MWO C CURRENT ISSUE DATE: 09-10-12 =1 1rFNSURE: DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OFTHIS DRAWM ARE SUPERSEDED BY THE LATESTREV ISKIM THE PIFOPI/ATICW CONNTANHED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN WHICH G RELAT!]] TO NAMED CLIENT IS STRICTLY PROHIBITED. =DRAW ING TITLE: SCHEMATIC GROUNDING PLAN & DETAILS ZORAWING NUMBER: E-1 A CEI JOBNUM9ER_ 12-05W4 RF DATA SHEET SECTOR COLOR # OF ANTENNAS ANTENNA VENDOR ANTENNA MODEL AZIMUTH (TN) MECHANICAL DOWNTILT ELECTRICAL DOWNTILT RAD CENTER HYBRID CABLE LENGTH ALPHA (S-1) RED 3 ANDREW TMBXX-6516-R2M w. TBD TED 111'-r AGL 15Y BETA (S-2) GREEN 3 ANDREW TMBXX-6516-R2M 150' TBD TBO 111'-7' AGL GAMMA (S-3) YELLOW 3 ANDREW TMBXX-6516-R2M 270' TBD TBD 111'-7' AGL COAX CABLE SECTOR # OF COAX SIZE LENGTH ALPHA (6-1) 4 1 5l8.0 TBD BETA (8-2) 4 1 516'0 TBD GAMMA (S3) 4 1 5/B-0 TBD RF DATA SHEET UL & DL FREQUENCIES: SEATTLE MARKET: PCs.- UL: 1885 -1895 Mhz, 1900 -1905 Mhz DL- 1965 -1975 Mhz, 1980 -1985 MhZ AWS: UL: 1745 - 1755 Mhz, 1730 -1735 Mhz DL 2145 - 2155 Mhz, 2130 - 2135 Mhz COAXIAL CABLE NOTES: 1. ALL COAXIAL CABLE CONNECTIONS TO BE WEATHERPROOFED. 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. 3. TAGGING: 3A ALL COAXIAL CABLES TO BE MARKED WITH COLOR CODED TAPE TO INDICATE THE ANTENNA SECTOR. 3.2 COLORED ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH END OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE. (NOT TO INTERFERE WITH WEATHERPROOFING). 4. COAXIAL CABLE SPECIFICATIONS REQUIRE CABLE SUPPORT EVERY T-(r ON CENTER, CONTRACTOR SHALL SUPPLY SUPPORTS AS REQUIRED TO MEET THIS REQUIREMENT. 4' 11 r—v S � EI - CONNECTORS STEP 1 W"wvoff. OVA — • 1 • STEP 2 ELECTRICAL TAPE: 3 LAYERS WITH 2' TAPE AND 3 LAYERS IN 314' TAPE (ALL WITH MINIMUM 50% OVERLAP). ALL TAPE ENDS SHALL BE CUT (DO NOT COAT WITH 3M SCOTCH COTE SPRAY SEALER — COAXIAL CABLE WEATHERPROOFING STEP 3 NOTE: 4- VERTICAL CONNECTIONS SHALL BE TAPED FROM THE BOTTOM UP SO OVERLAP MOVES WATERAWAY FROM CONNECTION, TYP. PROVIDE HEAT SHRINK IN PLACE OF � TAPE FOR QUAD POLES AND LNA's (TYP J STEP 4 3 11 15118' FRONT TOP rp SECTOR 1 2 & 3 (9) TMBXX35164QM QUAD ANTENNAS - (5) MODULES (2 FXFB + 3 FRIG) (1) HYBRID CABLE & (2) COVP*S KEEP ALL EXISTING TMNS KEEP ALL COAX SIDE ISOMETRIC PROJECT SUMMARY 9 22x34 SCALE_ NTS I 11x17 SCALE: NTS 1. ALL ANTENNA AND COAXIAL ANTENNA CABLE TO BE FURNISHED BY T-MOBILE AND INSTALLED BY CONTRACTOR ANDREW TMBXX-6516-R2M ANTENNA MECHANICAL SPECIFICATIONS PART NUMBER HEIGhLT WIDTH DEPTH WEIGHT TMBX%361S-R2M 59 in ( h_ a=sty) 11.9 in 8 3 in 34,61hs CONNECTORS I STANDARD MOUNTING HARDWARE (4) 7-16 DIN INCLUDED ELECTRICAL SPECIFICATIONS FREQUENCY POLARIZATION GAIN AZIMUTH B.W. I ELEVATION B.W. 1710.2155 MHz IMA"PUTPOWER t45' 117.51 t 0.8 64.5' t 8 7-7i 1.2 VSWR 1.35:1 ! 16.5 250 WATTS ANTENNA DETAIL 2164 SOME NTS FIGURE 1 FIGURE 4 2. COAX COLOR CODING: ANTENNAS TO BE NUMBERED IN A CLOCKWISE MANNER FROM TRUE NORTH AND COLOR CODED TO ESTABLISHED T-MOBILE STANDARDS. 3. COAX COLOR CODING APPLIES TO SECTORIZED SITES. FOR OMNI SITES, USE THE ATO, BTO & GTO COLOR CODES ONLY. 4, COAX SHALL BETAGGED WITS COLOR CODING AT (2) PLACES U SING V WIDE WEATHER PROOF COLORED VINYL TAPE AT THE FOLLDWI NG LOCATIONS: #1 -AT ANTENNA CONNECTION #2 -AT ENTRY TO EQUIPMENT CABINET 5, RUN COAXIAL CABLE WITH MINIMUM I SLACK @ 12' FROM EDGE OF EQUIPMENT CABINETS, ACROSS WAVE GUIDE BRIDGE (IFAPPLiCAK4 UP TO TOWER LEG (IF APPLICABLE), & DISTRIBLITE TO EACH ANTENNA DEVICE. FORNISH AND INSTALLA MINIMUM OF 0) GROUND KITS PER COAXIAL CABLE ACCORDING TO ELECTRICAL DRAWINGS. VERIFY NUMBER OF ANTENNAS. CABLE & CABLE DIAMETER WITH PROJECT MANAGER. 6 LANTENNA & COAX GENERAL NOTES I'm 1 1 22X34 SCALE: NTs 71X17 SCALE NT5 SLOT FOR ADJUSTABLE BAND CLAMP GROUNDING CLAMP IW 20 HARDWARE PUTTY TAPE #6 GROUND LEAD GROUNDING STRAP ASSEMBLY ELECTRICAL TAPE OVER MASTIC TAPE COAXIAL CABLE GROUNDING FIGURE 2 FIGURE 5 ADJUSTABLE BAND CLAMP GROUNDING CLAMP FIGURE 3 5 #6 GROUND LEAD TWO HOLE COMPRESSION CRIMP LUG (A)TO GROUND BAR PROJECT CONSULTANTS: REL C 0 M PLANS PREPARED BY: �ORNHR3 TONE 1S92a WOO^DINVLLE4iEFMOND RD PE, SUITE210 WOODINMLLE, WA HM PHONE 425.457.1732 FAX:425AST.1734 EMAIL oel®m:n�ec n7rmm W WW.CORNERSTONE-ENGR.COM ,PROJECT INFO: — C~ISSUED FOR:CLIENT REVIEW -rREV' ::DATE:=ISSUED FOR: BY:= =DRAWN BY:—CHK.: APV_: LLW BMH I MWO CURRENT ISSUE DATE: 09-10-12 �I IC:FtHSIJRE 5LEY0 DO NOT SCALE DRAWINGS. CONTRACTOR MUSVERIFY ALL DFIENSiONS AND ADVISE CONSULTANTS OF ANY ERRORS AI0 Ohf531O:tS, ALLPREVIOUS i53UES OF TRIG DRAWINGARE SUPS 111 GY THE LATEBT REVISION. THE INFORMATION CONTAkED IN THIHS SET OF DOCUWENTS 4S PROPRIETARY BY NATURE ANY USE CR DISCLOSURE OTHER THAN WHICH 15 RELATED TO NAWD CDENT IS S IFIlmY PAONIBRED. -DRAWING TITLE RF DETAILS FIGURE 6 RF-1 A 1 o JOB NUMBER: 12-OW24 SCALE: "llm 6Yd:►R:1 NOT USED 22K34 SCALE: WM F! 2 1 ALL SECTORS NSN Cwfigu ration IA With 3 Q md)& a- 2013 Tuwer•Tvp RRu for cwggwus Spectr= hIS>a keis 11M tttftll 1 T • •Mobile•0 19807 NORTH CREEK PKWY BOTEELI_ WA 99011 OFFICE (425) 398-76W `PROJECT CONSULTANTS: �REALC0M PLANS PREPARED BY: Ce Yam" rroNe 1892E WOODIWLLE44IMMM RD NE SUOE 210 WOOD[NV L.E, WA W072 PHONE:425457.1T32 FAX425.487.1734 EMAIL:—gmmsmLo—aW.= WWW.CORNERSTONE-ENGRCOM .. PROJECT INFO: ISSUED FOR: CCLIENT REVIEW =REV::DATE:=ISSUED FOR BY:=; ~DRAWN BY_=CHK: APM-- LLW I BMH MWO [[CURRENT ISSUED Air: 09-10-12 —11F'.FNR1 R SLEy �y,�auw L DRAWING INFORMATION: DO NOT SCALE DRAWINGS. CONTRACTORMUSTYEMFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS, ALL PREVIOUS ISSUES OF THIS DRAWWG ARC SUPEFSEDED BY THE LATEST REv SION. THE INFQWdATION C.ON7A{.9ED IN THIS SET Of 0=MENTB 18 PAWRETARY BY NATURE AM USE OR 13=0SURC ❑nVA THAN N4 i:3i 4 REL4TF010 NA14ED CllE7fl' IS STRICTLY PROHIBRED. DRAWING TITLE: RF DETAILS DRAWING NUMBER: RF-2 A CEI JOB NUMBER: 12-06024 SE04768A R&L Clearing 1741 S 356TH ST, FEDERAL WAY, WA 98063 T-Mobile Modification Application Narrative T-Mobile leases space on a Crown Castle Self support Lattice Tower at the 111' level. There are three other carriers located on that lattice tower at levels above and below the T-Mobile antennas. T-MOBILE PROPOSES TO ADD (6) COVP (3 AT TOP & 3 AT BOTTOM), (3) FXFB, (3) FRIG, AND (3) HYBRID CABLES. T-MOBILE PROPOSES TO REPLACE EXISTING (6) ANTENNAS WITH NEW (9) TMZXX-6516-A2M ANTENNAS. KEEP EXISTING (6) DUAL BAND TMA'S. EXISTING (12) COAX FEEDERS TO REMAIN. (13) TOTAL CABLES ROUTE UP TOWER. RECEIVED JUL 01 2013 CITY OF FEDERAL WAY CDS Product Specificaticns �AWDRNWO A CommScope Compcny TMZXX-651 6-A2M DualPol® Quad Antenna, 1710-2155 MHz, 650 horizontal beamwidth, RET compatible variable electrical tilt . Two DualPol® antennas under one radome Each antenna is independently capable of field adjustable electrical tilt Continuous wideband operation Fully compatible with Andrew Teletilt@ remote control system Includes factory installed RET actuator compliant with AISG 1.1 and 2.0, factory set to AISG 1.1 mode CHARACTERISTICS General Specifications Antenna Type DualPol® quad Brand DualPol® I Teletiltp Operating Frequency Band 1710 - 2155 MHz Electrical Specifications Frequency Band, MHz Beamwidth, Horizontal, degrees Beamwidth, Horizontal Tolerance, degrees Gain, dBd Gain, dBi Gain Tolerance, dB Beamwidth, Vertical, degrees Beamwidth, Vertical Tolerance, degrees Beam Tilt, degrees Beam Tilt Tolerance, degrees Upper Sidelobe Suppression (USLS) by Beam Tilt, dB Front -to -Back Ratio, Copolarization 1800 f 300 by Beam Tilt, dB Cross Polarization Ratio (CPR) at 3 dB Horizontal Beamwidth by Beam Tilt, dB Isolation, dB VSWR I Return Loss, db Intermodulation Products, 3rd Order, 2 x 20 W, dBc Input Power, maximum, watts Polarization Impedance, ohms Lightning Protection 1710-2155 65 f8 15.4 17.5 t0.8 7.2 f 1.2 - 0-10 f0.9 0020406080100 18 18 17 15 14 11 0020406080100 24 24 24 24 24 24 0020406080100 13 13 13 12 12 12 30 1.35:1 1 16.5 155 250 ±450 50 RECEIVroundED JUL 41 2013 CM OF FEDERAL W www.commscope.com/andrew C� +♦ �` ©2010 CommScope, Inc. All rights reserved. All trademarks identified by ® or TM are registered trademarks or trademarks, respectively, of CommScope.All specifications are subject to change. page 1 of 2 See www.commscope.com/andrew for the most current information. 4/1 3/2010 Product Specifications TMZXX-6516-A2M Mechanical Specifications Color Off white Connector Interface 7-16 DIN Female Connector Location Bottom Connector Quantity 4 Wind Loading, maximum 729.5 N @ 100 mph 164.0 Ibf @ 100 mph Wind Speed, maximum 241.4 km/h 1 150.0 mph Dimensions Depth Length Length with Actuator Width Net Weight 166.0 mm 1 6.5 in 1294.0 mm I 50.9 in 1513.0 mm 1 59.6 in 305.0 mm 1 12.0 in 16.4 kg 1 36.2 lb Remote Electrical Tilt (RET) Information RET System Teletilt@ INCLUDED PRODUCTS TM600899A-2 Downtilt Mounting Kit for 4.5 in (114.3 mm) OD round members 14NDRFW� A CommScope Company wwv.commscope.com/andrew ,oi" �:re Eiclutior 0 0 0 i `. @2010 CommScope, Inc. All rights reserved. All trademarks identified by 0 or TM are registered trademarks or trademarks, respectively, of CommScope.All specifications are subject to change. page 2 of 2 See www.commscope.com/andrew for the most current information. 4/ 13/2010 co H X LL H X LL ■ E+1 n 0) C u c r� c 1 LU < L 2LU LL C LU x 0 o P LL o > J a) LL LL 0 YI C C LL x LL U) CU C LL U) c 0 -001 � C 4-J 4j -0 0 41 a 'o .0 c 4a LL a 0 m o CL 4) X 0) (D C 0 X cf) CD -W C U LL m o 0.0 vCO 0 r LL cy) Co 4) Q) 0 L. X .0 c c LL U) c C. L M (a C U) (D C 0 .0 z0 0 C c I E E ^W l Ln L O N a_+ LL L N ^L' W W cu L fu a. f� U Y .E N Y cu J N l0 U `4 J c cq G m C N O ate+ N O c m E a� S N E -0 > : aj 4-J E v m y 3 = L% O > U CL a, En a un as m s t r tJ7 C CL CL W G7 _0 U r/0) V W m `i U (n dl C IQ LL.. w Q a C a L i Q FRS s :3 r L) Qf id O �- r • -I S'689 CD 4--�y cu E C ca L c (51 O Cl?O Tl- A X cocCo C Ln E Q CL �4 O LO co T N X C L LO N 0 LO C 00 Qi .G 0 coO O E X i Ln = r Qa O O � ' = J ca I` 0o X ch L � CM N Li II II II 00 E L N N O E O c�- ZX U m L bn c O E L _m O N i R U- L O y-- Ul L Q� W fB L fa CO U Qc� G 4- 0 Ul 4--+ m a--+ N C O .N C cu E 0 76 C L v +J x w E o rn C_ -E� . y. E =O x l� E E LO )��1 N N f0 x L cn O E rn U E L N ccu co 75 M p� ccn a) a) O Y N a)N cm — 0 O Y cu O Q- (0 L Ofn N N Ec-) a y Y •- Q m L X U X 0 >- DATA SHEET DC Surge Protection for RRH/RFM (High -Capacity Junction Box) Overvoltage Protection & Fiber Management Junction Box I The deployment of Remote Radio Head (RRH) and Remote Flexi Modules (RFM) architecture poses unique challenges to the mobile telecom industry. Raycap's innovative RRH protection solutions mitigate the risk of damage due to lightning and provide high levels of availability and reliability to radio equipment. Nokia Siemens Networks IN Features • Employs the StrikesorbO 30-V1-HV Surge Protective Device (SPD) specifically designed for the Remote Radio Head (RRH) and Remote Flexi Modules (RFM) installation environment and certified for use in DC applications and at law DC operating voltages (48V). • The Strikesorb 30-VI-HV is a Class I SPD, certified by VDE per the IEC 61643-1 standard as suitable for installation in areas where direct lightning exposure is expected. Strikesorb 30-V1-HV is able to withstand direct lightning currents of up to 5kA (10/350) and induced surge currents of up to 60kA (8/20). • Provides very low let through 1 clamping voltage - unique for a Class I product - as it does not employ spark gaps or other switching elements. Strikesorb offers unique protection levels to the RRH equipment as well as the Base Band Units. • Stock unit ships with all glands necessary for use with hybrid cable. This includes the top and base of towers, and the central unit on roof top applications. • Fully recognized to the UL 1449 3rd Edition Safety Standard. • Patent pending design Benefits • Offers unique maintenance -free protection against direct lightning currents. • Protects up to 9 RRHs/RFMs and connects up to 18 fiber pairs. • Utilizes an IP 67 rated enclosure, allowing for indoor or outdoor installation on a roof or tower top. • Configurable cable ports are designed to accommodate NSN high -capacity/ low -capacity hybrid trunk cables (combined power and fiber optic), Coax Reuse, and NSN hybrid jumper cables. • Lightweight aerodynamic design provides maximum flexibility for tower top installation. ■ 5 DC1-48-60-18U © 2012 Raycap All rights reserved. J G02-00-167 120504 Mounting Bracket Included Raycap www.raycapsurgeprotection.com • , DC Surge Protection for RRH/RFM (High -Capacity Junction Box) Overvoltage Protection & Fiber Management Junction Box Eiectrlcat Model Numbers Nominal Operating Voltage Nominal Discharge Current [Ij ASU9338TYP01 (RNSNDC-7771-PF-48) 48 VDC 20kA 8/20 µs Maximum Surge Current [I,,,g ] 60 kA 8/20 µs Maximum Impulse (Lightning) Current per IEC 61643-1 5 kA 10/350 µs Maximum Continuous Operationg Voltage [U.] 75 VDC Voltage Protection Rating (VPR) per UL 1449 3rd Edition 400V Protection Class as per IEC 61643-1 Class I Input Power/Fiber Hybrid, Coax Repurpose (Stinger or Discrete) Output Power/Fiber Hybrid Jumper Cables Strikesorb Module Type Mechanical Suppression Connection Method 30-Vl-HV Compression lug, #14 - #2 AWG (2.1 mmz - 33.6 mmz) Copper; #12 - #2 AWG (3.3 mm2 - 33.6 mm2) Aluminum Fiber Connection Method LC -LC Single mode Environmental Rating IP 67 Operating Temperature -40' C to +80' C UV Resistant Yes Weight System: 14.85 Ibs (5.82 kg) Mount: 4.15lbs (1.88 kg) Total: 19 Ibs (7.71 kg) Combined Wind Loading 150mph (sustained): 135.55 Ibs (603 N) 195mph (gust): 176.02 Ibs (783 N) Strikesorb modules are compliant to the following Surge Protective Device (SPD) Standards Standards ANSI/UL 1449 3rd Edition IEEE C62.41 NEMA LS-1, IEC 61643-1:2005 2nd Edition (Class I Protection) IEC 61643-12 EN 61643-11:2002 (including At 1:2007) order gland kits for coax reuse : NSN Order Number Raycap Order Number Gland Kit- Installation Type ASU9334TYPOl I (7771-TWR-CX-STG-KIT) Tower Coax Reuse (Slinger) For use with NSN Standard 60 kA COVP-for Tower Coax Stinger sites - Order ONE kit per NSN Standard COVP pair ASU9335TYPOl 1 (7771-TWR-CX-DSC-KIT) I Tower Coax Reuse (Discrete) For use with NSN Standard 60 kA COVP-for Tower Coax Discrete 6AWG sites - Order ONE kit per NSN Standard COVP pair ASU9336TYPOl 1 (7771-RFTP-CX-STG-KIT) I Rooftop Coax Reuse (Stinger) 6 or use with NSN Standard 60 kA COVP- Order ONE kit per NSN Standard COVP and 3 Rooftop Sector COVP pair F AWG=American Wire Gauge rrF.i ■i�� R A Nokia Siemens G02- yuww.raycapsurgeprotection.com 0.120504 Remote Radio Hybrid Cable Cell Tower Applications Single -Cable Power and Fiber Solution RRH with Corrugated Steel Armor/Shield Fiber Cable: One 1241ber Subunit Copper Condutors: 6X6AWG THWN/THHN and a single 2X18AWG Twisted Pair COMMSC- PE" 1100 CommScope Place SE P.O. Box 1729 Hickory, NC 28603-1729 (800)982-1708 (828)324-2200 Fax: (828) 328-3400 Intl Fax: (828) 323-4989 v=mR gl� L - 12-Fiber Indoor/Outdoor Distribution Cable (CITY = 1) -- - DielectncCentral Member --- 6AWG THHN/THWN Copper Conductor (CITY = 6) Con -gated Laminated Steel Tape - I- -- - Aramid Ripcord (2) 18AWG Copper Pair - MDPE Outer Jacket Cable Summary Cable Type RFF-I2MM-606-218-SPE Outer Jacket MDPE Shielding Corrugated Steel Water Block Tape Ripcord Aramid (QTY=2) Conductors 6 x 6AWG and 2x18AWG Pair Fiber Cables i x 12 MM Fibers SVength Member GRP Optical Fiber Details Fiber type 50/125um Multi -mode Fiber Standards Compliance ITU-T G.651; ISO/TIA OM2 Bandwidth. OFL, min. at 850 nm 700 MHz -km Bandwidth. OFL, min. at 1300 nm 500 MHz -km Fiber Coating Diameter 0.9mm Tight Buffer Number of Fiber Subunit 1 Fiber count (each subunit) 12 Max attenuation, 850 nm 3.0 dB/km Max attenuation, 1300 nm 1.0 dB/km Copper Conductor Details Number, Size 6 x haw DC resistance 0.395 (1.30) ohm/kft (ohm/km) Cable Details Outer Diameter 1.12 (28.5) inch mm) Weight 0A0 (1.34) h/ft fkg/m) Minimum Bend Radius- loaded 22.5 (570) Ilnch (mm) Minimum Bend Radius - unloaded 11.2 (285) inch (mm) Max Tensile Load - short term 800 (3560) lb (N) Max Tensile Load - long term 240 (1070) lb (N) Operating Temperature Range -40 to +80 'C Installation Temperature Range -30to+70 "C Storage Temperature Range -40 to +80 "C Crush resistance. FOTP-41 22 N/mm impact resistance, FOTP-25 20 impacts of 2.94 Nm Flexing, FOTP-104 exceeds 25 cycles Twisting, FOTP-85 lexceeds RDHS Draw ngsno[[c scale Specifications suhjec[ to change COMFL[ S Revision Date: 729111 PAUL J. FORD AND COMPANY S T R U C T U R A L E N G I N E E R S 2S0 East Broad Street • Suite 1500 • Columbus, Ohio 43215 Date: October 10, 2012 Ted Wheless Crown Castle USA Inc. 5350 North 48th Street Suite 305 Chandler, AZ 85226 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co -Locate Carrier Site Number: Carrier Site Name: Crown Castle Designation: Engineering Firm Designation: Site Data: Dear Ted Wheless, Paul J Ford and Company 250 E. Broad Street Suite 1500 Columbus, OH 43221 mbuske@pjfweb.com SE04768 R&L Clearing/4 Carrier Crown Castle BU Number: 880306 Crown Castle Site Name: 15AND18 Crown Castle JDE Job Number: 205927 Crown Castle Work Order Number: 638304 Crown Castle Application Number: 164144 Rev. 1 Paul J Ford and Company Project Number: 37512-1290_R3 1741 S 356TH ST, FEDERAL WAY, King County, WA Latitude 47° 16'57.172", Longitude -1220 18'39.644" 148 Foot - Self Support Tower Paul J Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 494448, in accordance with application 164144, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity Note: See Table I and Table II forthe proposed and existing/reserved loading, respectively. The analysis has been performed in accordance with the TIA-222-G standard and based upon a wind speed of 85 mph 3-second gust, 30 mph with 0.25 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. We at Paul J Ford and Company appreciate the opportunity of providing our continuing professional services to you and Crown Castle USA Inc.. If you have any questions or need further assistance on this or any other projects please give us a call.},,f ,. Respectfully submitted by: Matthew Buske, E.I.T. Structural Engineer tnxTower Report - version 6.0.3.0 RECEIVE® OVA ti JUL 01 2013 CITY OF FEDERAL WAY CDS PAUL J. FORD AND COMPANY S T R U C T U R A L E N G I N E E R S 250 East Broad Street • Suite 1500 • Columbus, Ohio 43215 Date: October 10, 2012 Ted Wheless Crown Castle USA Inc. 5350 North 48th Street Suite 305 Chandler, AZ 85226 Subject: Structural Analysis Report Carrier Designation: T-Mobile Co -Locate Carrier Site Number: Carrier Site Name: Crown Castle Designation: Engineering Firm Designation: Site Data: Dear Ted Wheless, Paul J Ford and Company 250 E. Broad Street Suite 1500 Columbus, OH 43221 mbuske@pjfweb.com SE04768 R&L Clearing/4 Carrier Crown Castle BU Number: 880306 Crown Castle Site Name: 15AND18 Crown Castle JDE Job Number: 205927 Crown Castle Work Order Number: 538304 Crown Castle Application Number: 164144 Rev. 1 Paul J Ford and Company Project Number: 37512-1290_R3 1741 S 356TH ST, FEDERAL WAY, King County, WA Latitude 47° 16' 57.172", Longitude -122° 18' 39.644" 148 Foot - Self Support Tower Paul J Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 494448, in accordance with application 164144, revision 1. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC7: Existing + Reserved + Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existing/reserved loading, respectively. The analysis has been performed in accordance with the TIA-222-G standard and based upon a wind speed of 85 mph 3-second gust, 30 mph with 0.25 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet. We at Paul J Ford and Company appreciate the opportunity of providing our continuing professional services to you and Crown Castle USA Inc.. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: Matthew Buske, E.I.T. Structural Engineer tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural Analysis Project Number 37512-1290 R3, Application 164144, Revision 1 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing and Reserved Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Table 5 - Tower Component Stresses vs. Capacity 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations October 10, 2012 CCI BU No 880306 Page 2 tnxTower Report - version 6.0.3.0 October 10, 2012 148 Ft Self Support Tower Structural Analysis CCl BU No 880306 Project Number 37512-1290 R3, Application 164144, Revision 1 Page 3 1) INTRODUCTION This tower is a 148 ft Self Support tower designed by ROHN in September of 1998. The tower was originally designed for a wind speed of 90 mph per TIA/EIA-222-F. 2) ANALYSIS CRITERIA The structural analysis was performed for this tower in accordance with the requirements of TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures using a 3-second gust wind speed of 85 mph with no ice, 30 mph with 0.25 inch ice thickness and 60 mph under service loads, exposure category C with topographic category 1 and crest height of 0 feet- Tnhln 1 - Prnnncarl entPnna and Cable Information 'Mounting Level (ft) Center Line Elevation (ft) Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed. Line Size (in) Note 6 j andrew I ETT19V2S12UB 111.0 111.0 6 1 15l8 11/4 _ l 9 andrew TMZXX-6516-R2M 3 nokia FRIG 2� nokia FXFB 1 raycap I RNSDC-7771-PF-48 Table 2 - Existing and Reserved Antenna and Cable Information Mounting Level (ft) Center Line Elevation Number of Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 1 148.0 2 4 csa wireless dapa andrew PCSA033-19-0 59010 HBXX-9014DS-A2M 6 J 1 5/8 1 IiIII 3 __ 147.0 l 147.0 —1—F 2 3 rfs celwave i samsung telecommunicatio APXVRR13-C-A20 RRH-P4 3 17/16 2 ns 1 tower mounts Sector Mount [SM 201-31 6 alcatel lucent 9442 RRH 700 122.0 124.0 18 2 2 1 5/8 3/4 3/8 1 9 kathrein 742 265 3 kathrein 80010766V01 6 lucent LGP21401 122.0 1 tower mounts Sector Mount [SM 402-3] 111.0 111.0 6 andrew ETT19V2Al2UB 6 718 3 6 andrew TMBX-6516-R2M 1] tower mounts Sector Mount [SM 201-3] 6 1 5/8 1 91.0 79.0 93.0 6 decibel DB844H90E-XY 6 1 7/8 1/2 1 1 r 1 91.0 80.0 79.0 2- 1 ; 1 tower mounts __ trimble _ tower mounts Sector Mount [SM 602-1] ACUTIME 2000 'Side Arm Mount [SO 701-11 62.0 63.0 1 trimble ACUTIME 2000 1 1/2 1 62.0 1 tower mounts Side Arm Mount [SO 701-1] tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural Analysis Project Number 37512-1290 R3, Application 164144, Revision 1 October 10, 2012 CCI BU No 880306 Page 4 Center Number Number Feed Mounting Line of Antenna Antenna Model of Feed Line Note Level (ft) Elevation Manufacturer Lines Size (in) Antennas 1 37.0 37.0 tower mounts �;5ide Arm Mount [SO 701-1] 1 112 - 1 _—� trimble BULLET III Notes:Ill 1) Existing Equipment 2) Reserved Equipment 3) Equipment To Be Removed 3) ANALYSIS PROCEDURE Table 3 - Documents Provided Document Remarks Reference Source i 4-GEOTECHNICAL REPORTS TEP (6/20/2007) j 1990630 CCISITES 4-TOWER FOUNDATION Rohn (9125/1987) 1961347 CCISITES DRAWINGS/DESIGN/SPECS I __ _ _ 4-TOWER MANUFACTURER Rohn (9/10/1998) 1961340 CCISITES DRAWINGS 4-TOWER STRUCTURAL f PJF (9/25/2012) — ` 3328465 CCISITES ANALYSIS f 3.1) Analysis Method tnxTower (version 6.0.3.0), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturers specifications. 2) The tower and structures have been maintained in accordance with the manufacturers specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J Ford and Company should be notified to determine the effect on the structural integrity of the tower. tnxTower Report - version 6.0.3.0 148 Ft Sell Support Tower Structural Analysis Proiect Number 37512-129C R3, Application 164144, Revision 1 4) ANALYSIS RESULTS Table 4 - Section Capacity (Sumrr Section Elevation (ft) Component Type No. i T1 148-140 I Leg T2 140 - 120 Leg T3 120-100 Leg T4 100 - 80 Leg T5 80 - 60 Leg T6 �I 60 - 40 J Leg T7 40 - 20 Leg T8 20 - 0 Leg T1 148 - 140 Diagonal T2 140 - 120 1 Diagonal T3 120 - 100 Diagonal T4 100 - 80 Diagonal T5 80 - 60 Diagonal �T6 60 - 40 Diagonal 11 T7 40 - 20 Diagonal T8 20 - 0 Diagonal T1 148 -140 i Top Girt T3 { 120-1007 Top Girt Size Pipe 2.875" x 0.203" (2.5 STD) Pipe 3.5" x 0.216" (3 STD) Pipe 4" x 0.318" (3.5 XS) Pipe 4.5" x 0.337" (4 XS) Pipe 5.563" x 0.375" (5 XS) Pipe 6.625' x 0.340" (6 EHS) Pipe 6.625" x 0.432" (6 XS) Pipe 8.625" x 0.375" (8 EHS) L 1.75 x 1.75 x 3/16 L 1.75 x 1.75 x 3/16 L2x2x1/4 L2.5x2.5x1/4 L 2.5 x 2.5 x 1/4 L3x3x1/4 L 3.5 x 3.5 x 1/4 L4x4x1/4 L2x2x1/8 L 2.5 x 2.5 x 3/16 Table 5 - Tower Component Stresses vs. C Notes L- Component 1 Anchor Rods 2 Base Foundation ' Structural 1 2 Ba-T se Foundation Soi I Interaction Critical P (K) Element 2 -2.43 20 -15.99 53 -41.03 83 -67.20 104 -94.10 1251 -120.97 146 161 8 25 61 88 109 130 151 166 4 57 -144.41 -169.33 -0.87 -2.20 -3.53 5.13 -5.27 -5.95 -6.57 -7.62 0.12 0.19 (K) 63.56 88.55 141.80 159.91 239.38 274.78 303.72 386.40 8.62 8.69 9.92 12.21 9.39 13.23 14.20 18.30 4.01 10.10 October 10, 2012 CC/ BU No 880306 Page 5 Pass / Fail Capacity ` 3.8 ` Pass 18.1 I Pass 28.9 Pass 42.0 Pass 739.3 Pass 44.0 ii Pass 47I 5 I Pass 43.8 10.1 25.3 35.6 42.0 56.2 45.0 46.3 41.6 2.9 1.9 Summary Leg (T7) 47.5 Diagonal 56.2 (T5) Top Girt I 2 9 (T1) .It Checks 50.6 Rating = 1 56.2 Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Elevation (ft) % Capacity Pass / Fail 0 36.5 Y T� _ Pass 0 I 13.6 4 Pass p � 43.0 Pass � Structure Rating (max from ail components) _ 56.2% Notes 1) See additional documentation in "Appendix C - Additional Calculations" for calculations supporting the % capacity consumed. 2) Seismic shear is less than 50% of base shear and can be ignored per section 2.7.3 of the TIA-222-G standard. tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural Analysis Project Number 37512-1290 R3, Application 164144, Revision 1 APPENDIX A TNXTOWER OUTPUT October 10, 2012 CCI BU No 880306 Page 6 tnxTower Report - version 6.0.3.0 October 10, 2012 148 Ft Self Support Tower Structural Analysis CC/ BU No 880306 Project Number 37512-1290 R3, Application 164144, Revision 1 Page 7 Tower Input Data The main tower is a 3x free standing tower with an overall height of 148.00 ft above the ground line, The base of the tower is set at an elevation of 0.00 ft above the ground line. The face width of the tower is 6.65 ft at the top and 18.99 ft at the base. This tower is designed using the TIA-222-G standard. The following design criteria apply: 1) Tower is located in King County, Washington. 2) Basic wind speed of 85 mph. 3) Structure Class II. 4) Exposure Category C. 5) Topographic Category 1. 6) Crest Height 0.00 ft. 7) Nominal ice thickness of 0.2500 in. 8) Ice thickness is considered to increase with height. s) Ice density of 56 pcf. 10) A wind speed of 30 mph is used in combination with ice. 11) Deflections calculated using a wind speed of 60 mph. 12) A non -linear (P-deita) analysis was used. 13) Pressures are calculated at each section. 14) Stress ratio used in tower member design is 1. Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) Add IBC .6D+W Combination Distribute Leg Loads As Uniform Assume Legs Pinned Assume Rigid Index Plate Use Clear Spans For Wind Area Use Clear Spans For KLlr Retension Guys To Initial Tension Bypass Mast Stability Checks Use Azimuth Dish Coefficients Project Wind Area ofAppurt. Autocalc Torque Arm Areas SR Members Have Cut Ends Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feedline Bundles As Cylinder Use ASCE 10 X-Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation Consider Feedline Torque Include Angle Block Shear Check Poles Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural Analysis Project Number 37512-1290 R3, Application 164144, Revision 1 Wind 180 Wind 0 r gym° `�� Leg C Z 4 Leg B Face C Wind Norma I Triangular aner October 10, 2012 CCI BU No 880306 Page 8 Tower Section Geometry Tower rower Assembly Description Section Number Section Section Elevation Database Width of Length Sections ft ft ft - T1 148.00-140.00 07N775 6.65 1 8.00 T2 140.00-120.00 07N264 6.69 1 20.00 T3 120.00-100.00 08N454 6.72 1 20.00 T4 100.00-80.00 09N216 8.76 1 20.00 T5 80.00-60.00 1ON152 10.83 S 20.00 T6 60.00-40.00 11 N233 12.92 1 20.00 T7 40.00-20.00 12NO50 14.85 1 20.00 T8 20.00-0.00 13N114 16.99 1 20.00 Tower Section Geometry (cont'd) J Tower Tower -- Diagonal Bracing Has Has Top Vint tiorrom uin Section Elevation Spacing Type K Brace Horizontals Offset Offset End ft ft Panels_ in in _r T1 148.00.140.00 4.00 X Brace No No 0.0000 ❑.0000 T2 140.00-120.00 4.00 X Brace No No 0.0000 0.0000 T3 120.00-100.00 5.00 X Brace No No 0.0000 0.0000 T4 100.00-80.00 6.67 X Brace No No 0.0000 0.0000 T5 80.00-60.00 6.67 X Brace No No 0.0000 0.0000 T6 60.00-40.00 6.67 X Brace No No 0.0000 0.0000 T7 40.00-20.00 10.00 X Brace No No 0.0000 0.0000 T8 20.00-0.00 10.00 X Brace No No 0.0000 0.0000 Tower Section Geometry (cont'd) tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural Analysis Project Number 37512-1290 R3, Application 164144, Revision 1 Tower Leg Elevation Type ft _.. T1148.00- Pipe 140.00 T2140.00- Pipe 120.00 T3120.00- Pipe 100.00 T4100.00- Pipe 80.00 T5 80.00-60.00 Pipe T6 60.00-40.00 Pipe T7 40.00-20.00 Pipe T8 20.00-0.00 Pipe Tower Top Girt Elevation Type ft Leg Leg Diagonal Size Grade Type Pipe 2.875" x 0.203" (2.5 A618-50 Single Angle STD) (50 ksi) Pipe 3.5' x 0.216" (3 STD) A618-50 Single Angle (50 ksi) Pipe 4" x 0.318" (3.5 XS) A618-50 Single Angle (50 ksi) Pipe 4.5" x 0.337" (4 XS) A618-50 Single Angle (50 ksi) Pipe 5.563" x 0.375" (5 XS) A513-50 Single Angle (50 ksi) Pipe 6.625" x 0.340" (6 A513-50 Single Angle EHS) (50 ksi) Pipe 6.625" x 0.432" (6 XS) A513-50 Single Angle (50 ksi) Pipe 8.625" x 0.375" (8 A500-50 Single Angle EHS) (50 ksi) , October 10, 2012 CC/ BU No 880306 Page 9 Diagonal --piagonaf - Size Grade L1.75x1.75x3/16 L 1.75 x 1.75 x 3116 L2x2x1/4 L 2.5 x 2.5 x 1/4 L 2.5 x 2.5 x 1/4 L3x3x114 L 3.5 x 3.5 x 1/4 L4x4x1/4 Tower Section Geometry (cont'd Top Girt Size 71 148.00- Single Angle L 2 x 2 x tat 140.00 T3 120.00- Single Angle L 2.5 x 2.5 x 3/16 100.00 Top Girt Bottom Girt Grade Type A36 Single Angle (36 ksi) A36 Single Angle {36 ksl) A36 (36 ksi) A36 (36 ksi) A36 (36 ksi) A36 (36 ksi) A36 (36 ksi) A572-50 (50 ksi) A572-50 (50 ksi) A572-50 (50 ksi) Bottom G;rt Bottom Girt Size Grade A36 (36 ksi) A36 (36 ksi) Tower Section Geometry (cont'd Tower --Gusset Gusset Gusset GradeAdjust. Factor Adjust. Weight Mult. Double Angle Double Angle Elevation Area Thickness Af Factor Stitch Bolt Spacing Stitch Bolt spacing (per face) A, Diagonals Horizontals ft ftZ in in in 1 1.1 36.0000 36.0000 T 1148.00- 0.00 0.2500 A36 1 140.00 (36 ksi) 1 1.1 36.0000 36.0000 T2140.00- 0.00 0.2500 A36 1 120.00 (36 ksi) 1 1.1 36.0000 36.0000 T3120.00- 0.00 0.2500 A36 1 100.00 (36 ksi) 1 1.1 36.0000 36.0000 T4100.00- 0.00 0.2500 A36 1 80.00 (36 ksi) 36.0000 36.0000 T5 80.00- 0.00 0.2500 A36 60.00 (36 ksi) 36.0000 36.0000 T6 60.00- 0.00 0.3750 A36 40.00 (36 ksi) 36.0000 36.0000 T7 40.00- 0.00 0.3750 A36 20.00 (36 ksi) A36 36.0000 36.0000 T8 20.00-0.00 0.00 0.3750 (36 ksi) Tower Section Geo K Factors T ----- - tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural Analysis Project Number 37512-1290 R3, Application 164144, Revision 1 October 10, 2012 CC/ BU No 880306 Page 10 Tower Calc Calc Legs X K Single Girts Horiz. Sec. Horiz Inner Brace Elevation K K Brace Brace Diags Single Solid Diags Diags X X X X X X Angles Rounds X Y Y- Y Y Y - -Y ft T1148.00- Yes No 1 -Y 1 1 140.00 1 1 1 1 1 1 1 1 1 T2140.00- Yes No 1 1 1 1 1 1 1 1 120.00 1 1 1 1 1 1 1 1 1 T3120.00- Yes No 1 100.00 1 1 1 1 1 1 T4100.00- Yes No t 1 80.00 1 1 1 1 1 1 1 T5 80.00- Yes No 60.00 T6 60.00- Yes No 1 1 1 1 40.00 1 1 1 1 1 1 1 1 1 T7 40.00- Yes No 1 1 1 1 1 20.00 1 1 1 T8 20.00- Yes No 1 1 1 1 0.00 1 1 1 Note: K factors are applied to member segment lengths. K-braces without inner supporting members will have the K factor in the out -of - plane direction applied to the overall length. Tower Leg Elevation Connection ft Type ['1 148.00- Flange 140.00 T2140.00- Flange 120.00 T3120.00- Flange 100.00 T4100.00- Flange 80.00 T5 80.00- Flange 60.00 T6 60.00- Flange 40.00 T7 40.00- Flange 20.00 T8 20.00-0.00 Flange Tower Section Geometry (cont'd Leg Bolt Size No. in 0.7500 4 A325N 0.8750 4 A325N 0.8750 4 A325N 1.0000 4 A325N 1.0000 6 A325N 1.0000 6 A325N 1.0000 8 A325N 1.0000 8 A354-BC Diagonal I Top Girt I Bottom Girt I Mid Girt Solt Size No. Bolt Size No. Bolt Size No. Bolt Size in in in In 0.6250 1 0.6250 0 0.6250 0 0.6250 A325N A325N A325N A325N 0.6250 1 0.6250 0 0.6250 0 0.6250 A325N A325N A325N A325N 0.6250 1 0.6250 0 0.6250 0 0.6250 A325N A325N A325N A325N 0.6250 1 0.0000 0 0.0000 0 0.0000 A325N A325N A325N A325N 0.6250 1 0.0000 0 0.0000 0 0.0000 A325N A325N A325N A325N 0.7500 1 0.7500 0 0.7500 0 0.7500 A325N A325N A325N A325N 0.7500 1 0.0000 0 0.0000 0 0.0000 A325N A325N A325N A325N 0.7500 1 0.7500 0 0.7500 0 0.7500 A32514 A325N A325N A325N Feed Line/Linear Short Horizontal No. FBott Size No. i Bolt Size No in in 0 0.6250 0 0.6250 0 A325N A325N 0 0.6250 0 0.6250 0 A325N A325N 0 0.6250 0 0.6250 0 A325N A325N 0 0.0000 0 0.0000 0 A325N A325N 0 0.0000 0 0.0000 0 A325N A325N 0 0.7500 0 0.6250 0 A325N A325N 0 0.0000 0 0.0000 0 A325N A325N 0 0.7500 0 0.7500 0 A325N A325N urtenances - Entered As Round Or Flat Description Face Allow Component Placement Face Lateral # # Clear Width or Perimete Weight or Shield Type Offset Offset Per Spacing Diameter r in plf Leg ft in (Frac FVIO Row in in _ 5/8" ladder B No Ar (CaAa) 148.00 - 0.00 -5.0000 0.45 1 1 0.6250 _ 0.6250 1.04 rung (12" long 12" oc) 1 /4" x 2" B No Af (CaAa) 148.00 - 0.00 -5.0000 0.45 2 2 12.0000 0.2500 4.00 Climb Ladder 00 Rail ****kkkkk*R*k 1.5" flat A No Af (CaAa) 148.00 - 0.00 0.0000 0 2 2 1.5000 1.80 Cable Ladder i4.0000 000 Rail (Empty WG) tnxTower Report - version 6.0.3.0 October 10, 2012 148 Ft Self Support Tower Structural Analysis CCI BU No 880306 Project Number 37512-1290 R3, Application 164144, Revision 1 Page 11 Description Face Allow Component Placement Face Lateral # # Clear Width or Perimete Weight or Shield Type Offset Offset Per Spacing Diameter r in in plf Leg ft in (Frac FWI Row in LDF7-50A(1- B No Ar (CaAa) 122.00 - 0.00 0.0000 0.38 18 6 0.2700 1.9800 0.82 5/8") 1.0000 (Installed) FB-L98-002- B No Ar (CaAa) 122.00 - 0.00 0.0000 0.425 2 2 0.3937 0.3937 0.06 XXX(3/8") (installed) WR-VG86T( B No Ar (CaAa) 122.00 - 0.00 0.0000 0.415 2 2 0.7560 0.7560 0.53 3/4) (Installed) LDF7-50A(1- B No Ar (CaAa) 111.00 - 0.00 0.0000 0.31 12 5 0.2700 1.9800 0.82 5/8") 1.0000 (61+6P) ASU9323TY B No Ar (CaAa) 111.00 - 0.00 0.0000 0.31 1 1 1.2400 1.2400 1.05 P01( 1-114) (Proposed) 1.5" flat B No Af (CaAa) 122.00 - 0.00 0.0000 0.35 2 2 36.0000 1.5000 1.80 Cable Ladder 1.5000 Rail xxxxxxxxxxxxxxx TYPE 2(1- C No Ar (CaAa) 147.00 - 0.00 0.0000 -0.375 3 3 0.8100 1.4400 0.60 1.0000 7/16) (Reserved) LDF4- C No Ar (CaAa) 37.00 - 0.00 0.0000 -0.35 1 1 0.6300 0.6300 0.15 50A(1 /2") (Installed) 1.5" flat C No Af (CaAa) 147.00 - 0.00 0.0000 -0.4 2 2 24.0000 1.5000 1.80 Cable Ladder 1.5000 Rail x�L F5-xx C No Ar (CaAa) 91.00 - 0.00 0.0000 0.39 6 6 1.1600 1.0900 0.33 50A(7/8") 1.0000 (Installed) LDF4- C No Ar (CaAa) 79.00 - 62.00 0.0000 0.44 1 1 0.6300 0.6300 0.15 50A(1 /2") (Installed) LDF4- C No Ar (CaAa) 62.00 - 0.00 0.0000 0.44 2 2 0.6300 0.6300 0.15 50A(1 /2") (Installed) 1.5" flat C No Af (CaAa) 91.00 - 0.00 0.0000 0.4 2 2 24.0000 1.5000 1.80 Cable Ladder 1.5000 Rail --- Discrete Tower Loads Weight Description Face Offset Offsets: Azimuth Placement CnAa CaAa or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K It " ft APXVRR13-C-A20 w/ A From Leg 4.00 0.0000 147.00 No Ice 7.59 3.93 4.68 0.05 0.10 Mount Pipe 0.00 1/2" 8.11 (Reserved) APXVRR13-C-A20 w/ B From 0.00 Leg 4.00 0.0000 147.00 Ice No Ice 7.59 3.93 0.05 Mount Pipe 0.00 1/2" 8.11 4.68 0.10 (Reserved) HBXX-9014DS-A2M w/ C From 0.00 Leg 4.00 0.0000 147.00 Ice No Ice 6.18 4.53 0.05 Mount Pipe 0.00 1/2" 6.65 5.20 0.10 (Reserved) RRH-P4 0.00 A From Leg 4.00 0.0000 147.00 Ice No Ice 3.19 2.07 0.06 (Reserved) 0.00 1/2" 3.44 2.29 0.08 0.00 Ice tnxTower Report - version 6.0.3-0 October 10, 2012 CCI BU No 880306 148 Ft Self Support Tower Structural Analysis Page 12 Project Number 37512-1290 R3, Application 164144, Revision 1 Description Face Offset Offsets: Azimuth Placement CAAA CAAA ^Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ftz fe K ft ft ft RRH-P4 ft 147.00 No Ice 3.19 2.07 0.06 0.08 B From Leg 4.00 0.0000 (Reserved) 0.00 1/2" 3.44 2.29 RRH-P4 C From Leg 0.00 4.00 0.0000 147.00 Ice Ice N1 3.3.19 (Reserved) 0.00 / 2.07 0.06 Sector Mount ISM 201-3] C None 0.00 0.0000 147.00 Ice No Ice 26.69 1. 1/2"Ice 36.69 1.08 xxxx«xxxx«xxx« (3) 742 265 w/ Mount Pipe A From Leg 4.00 0.0000 122.00 No Ice 8.45 7 63 0.03 (Installed) 0.00 (3) 742 265 w/ Mount Pipe B From Leg 2.00 4.00 0.0000 122.00 Ice No Ice 7.85 6.63 0.13 (Installed) 0.00 (3) 742 265 w/ Mount Pipe C From Leg 2.00 4.00 0.0000 122.00 Ice No Ice 7 63 0.03 (Installed) 0.00 8.45 800 10766VOI w/ Mount A From Leg 2.00 4.00 0.0000 122.00 Ice No Ice 11.55 8.94 10.45 0.09 0.17 Pipe 0.00 1/2" 12.27 (Installed) 800 10766VOl w/ Mount B From Leg 2.00 4.00 0.0000 122.00 Ice No Ice 1.5 15 8.94 09 0. 17 Pipe 0.00 45 (Installed) 800 10766V01 w/ Mount C From Leg 2.00 4.00 0.0000 122.00 Ice No Ice 11.55 8.94 0.09 0.17 Pipe 0.00 1/2" 12.27 10.45 (Installed) (2) LGP21401 A From Leg 2.00 4.00 0.0000 122.00 Ice N1 Ice 0.05 0.0.37 0.02 (Installed) 0.00 0.02 (2) LGP21401 B From Leg 2.00 4.00 0.0000 122.00 Ice No lce 0.95 0..09 0.37 0.02 0.02 (Installed) 0.00 2.00 Ice (2) LGP21401 C From Leg 4.00 0.0000 122.00 No Ice 0.95 0.37 0.02 0 02 (Installed) 0.00 2.00 Ice (2) 9442 RRH 700 A From Leg 4.00 0.0000 122.00 No Ice 3.3.53 1.60 0.00.04 (Installed) 0.00 (2) 9442 RRH 700 B From Leg 2.00 4.00 0.0000 122.00 Ice No Ice 3.53 1.60 0.04 0.06 (Installed) 0.00 1/2" 3.80 1.82 (2) 9442 RRH 700 C From Leg 2.00 4.00 0.0000 122.00 Ice No Ice 3.53 1.60 0.04 0.06 (Installed) 0.00 1/2" 3.80 1.82 2.00 Ice Sector Mount ISM 402-3] C None 0.0000 122.00 No lce 1 26.7 1891 85 0.23 . Ice xx««x«xxxx«««« (2) ETT19V2S12UB A From Leg 4.00 0.0000 111.00 No Ice 0.67 0.32 0.41 0.01 0.02 (Proposed) 0.00 1/2" 0.78 (3) TMZXX-6516-R2M w/ A From Leg 0.00 4.00 0.0000 111.00 Ice No Ice 5.53 0.0.06 10 Mount Pipe 0.00 6.18 (Proposed) FRIG A From Leg 0.00 4.00 0.0000 111.00 Ice No Ice 2.79 0.96 0.06 (Proposed) 0.00 1/2" 3.02 1.12 0.07 0.00 Ice RNSDC-7771-PF-48 B From Leg 4.00 0.0000 111.00 No Ice 3.71 1..97 1.38 0.02 (Proposed) 0.00 (2) ETf19V2S12UB B From Leg 0.00 4.00 0.0000 111.00 Ice No lce 0.67 0.32 0.00.01 (Proposed) 0.00 0.00 Ice tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural Analysis Project Number 37512-1290 R3, Application 164144, Revision 1 October 10, 2012 CC/ BU No 880306 Page 13 W Description T Face Offset Offsets: Azimuth Placement CAAA CAA A Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert fe K ft ft ft ft - (3) T A7-XX-6516•R2M w/ B From Leg 4.00 0.0000 111.00 No Ice 6.18 4.53 5.20 0.06^ 0.10 Mount Pipe 0.00 1/2" 6.65 (Proposed) FRIG B From Leg 0.00 4.00 0.0000 111.00 Ice No Ice 2.79 0.96 0.06 (Proposed) 0.00 1/2" 3.02 1.12 0.07 0.00 Ice FXFB B From Leg 4.00 0.0000 111.00 No Ice 0.82 0.89 0.06 (Proposed) 0.00 1/2" 0.96 1.04 0.07 (2) ETT19V2S12UB C From Leg 0.00 4.00 0.0000 111.00 Ice No Ice 0.67 0.32 0.01 (Proposed) 0.00 1/2" 0.78 0.41 0.02 0.00 Ice (3) TMZXX-6516-R2M w/ C From Leg 4.00 0.0000 111.00 No a 0.100 Mount Pipe 0.00 6.18 5.53 (Proposed) FRIG C From Leg 0.00 4.00 0.0000 111.00 Ice No Ice 2.79 0.96 0.06 (Proposed) 0.00 1/2" 3.02 1.12 0.07 FXFB C From Leg 0.00 4.00 0.0000 111.00 Ice No Ice 0.82 0.89 0.06 (Proposed) 0.00 1/2" 0.96 1.04 0.07 Sector Mount [SM 201-31 C None 0.00 0.0000 111.00 Ice No/2 a 26.69 26.69 1.08 Ice kkkkkkkkkkkkkk (3) DB844H90E-XY w/ A From Leg 4.00 0.0000 91.00 No Ice 3.30 4.92 0.03 0.07 Mount Pipe 0.00 1/2" 3.69 5.60 (Installed) (3) DB844H90E-XY w/ B From Leg 2.00 4.00 0.0000 91.00 Ice No Ice 3.30 4.92 0.03 Mount Pipe 0.00 1/2" 3.69 5.60 0.07 (Installed) Sector Mount [SM 602-11 A From Leg 2.00 2.00 0.0000 91.00 Ice No Ice 1881 0.00 . 15.62 0.51 72 Sector Mount [SM 602-11 B From Leg 0.00 2.00 0.0000 91.00 Ice No Ice 0.51 72 0.00 24.81 15.62 0.00 Ice kkkkk*kkkk ACUTIME 2000 C From Leg 4.00 0.0000 79.00 e No Ice 0.300 0 300 0.00 0.00 (Installed) 0.00 1.00 Ice Side Arm Mount [SO 701- C From Leg 2.00 0.0000 79.00 No Ice 0.85 1.67 2.34 0.07 0.08 1 ] 0.00 1/2" 1.14 0.00 Ice ACUTIME 2000 C From Leg 4.00 0.0000 62.00 No Ice 0.30 0.00 0.00 (Installed) 0.00 0.30 1.00 Ice Side Arm Mount [SO 701- C From Leg 2.00 0.0000 62.00 No Ice 0.85 2.67 0.07 0.08 11 0.00 0.00 Ice BULLET III B From Leg 4.00 0.0000 37.00 N1 Ice 00.008 p.108 2 0.00 0.00 (Installed) 0.00 0.00 Ice Side Arm Mount [SO 701- B From Leg 2.00 0.0000 37.00 No Ice 0.854 1.2.67 0.07 1] 0.00 kkkkkk*kkk**fkkk 0.00 Ice ---.- •- .� Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Ti t No. Deflection Load {{ in Comb. tnxTower Report - version 6.0.3.0 October 10, 2012 148 Ft Self Support Tower Structural Analysis CCI BU No 880306 Project Number 37512-1290 R3, Application 164144, Revision 1 Page 14 Section Elevation Horz. Gov. Tilt Twist No. Deflection Load T 1 148 - 140 2.568 43 0.1434 0.0157 T2 140 - 120 2.325 43 0.1426 0.0157 T3 120 -100 1.733 43 0.1310 0.0152 T4 100 - 80 1.202 43 0.1111 0.0137 T5 80 - 60 0.769 43 0.0852 0.0106 T6 60 - 40 0.435 43 0.0624 0.0068 T7 40 - 20 0.198 43 0.0388 0.0039 T8 20 - 0 0.058 43 0.0184 0.0018 Critical Deflections and Radius of Curvature - Service Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature p Comb. in ft 147.00 APXVRRI3-C-A20 wl Mount 43 2.537 0.1434 0,0157 895134 122.00 Pipe (3) 742 265 w/ Mount Pipe 43 1.790 0.1326 0.0153 82334 111.00 (2) ETT19V2S12UB 43 1.484 0.1230 0.0147 58102 91.00 (3) DB844H90E-XY w/ Mount 43 0.995 0.0996 0.0125 46853 79.00 Pipe ACUTIME 2000 43 0.750 0.0840 0.0104 48562 62.00 ACUTIME 2000 43 0.464 0.0647 0.0071 50081 37.00 BULLET III 43 0.171 0.0355 0.0035 49121 Maximum Tower Deflections - Design Wind Section No. Elevation ft Horz. Deflection in Gov. Load Comb. Tilt Twist ° _ T1 148 - 140 8.026 10 0.4466 0.0504 T2 140 - 120 7.270 10 0.4442 0.0505 T3 120 - 100 5.424 10 0.4080 0.0490 T4 100 - 80 3.769 10 0.3462 0.0442 T5 80 - 60 2.416 10 0.2658 0.0340 T6 60 - 40 1.371 10 0.1948 0.0218 T7 40 - 20 0.625 10 0.1212 0.0125 T8 20 - 0 0.185 10 0.0575 0.0057 Critical Deflections and Radius of Curvature - Design Wind Elevation Appurtenance Gov. Deflection Tilt Twist Radius of Load Curvature ft Comb. ir3 ° ft 147.00 APXVRRI3-C-A20 wl Mount 10 7.931 0,4465 0.0504 304138 Pipe 122.00 (3) 742 265 w/ Mount Pipe 10 5.603 0.4131 0.0493 26619 111.00 (2) ETT19V2S12UB 10 4.647 0.3830 0.0474 18721 91.00 (3) DB844H90E-XY w/ Mount 10 3.121 0.3104 0.0402 15130 79.00 Pipe ACUTIME 2000 10 2.357 0.2620 0.0334 15748 62.00 ACUTIME 2000 10 1.462 0.2019 0.0229 16071 37.00 BULLET III 10 0.540 0.1108 0.0114 15707 tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural Analysis Project Number 37512-1290 R3, Application 164144, Revision 1 Bolt Design Data October 10, 2012 CC/ BU No 880306 Page 15 Section No. T1 Elevation ft 148 Component Type Lec Diagonal Bolt Grade A325N A325N Bolt Size Number Of in Bolts 0.7500 4 0.6250 1 Maximum Load per Bolt 0.26 0.89 Allowance Load K 29.82 6.10 rrarro nrruwau+c Load Ratio Allowable 0.009 �j 1 0.145 Y' 1 u,«..•. Bolt Tension Member Block Shear T2 140 Leg Diagonal A325N A325N 0.8750 0.6250 4 1 2.87 2.12 40.59 6.10 • � 0.071 0.348 1' 1 t Bolt Tension Member Block Shear T3 120 Leg Diagonal A325N A325N 0.8750 0.6250 4 1 8.04 3.56 40.59 9•49 0.198 0.376 Y t 1 Bolt Tension Member Block Shear T4 100 Leg Diagonal A325N A325N 1.0000 0.6250 4 1 13.54 5.04 53.01 11.31 0.255 0.446 % 1 Bolt Tension Member Bearing T5 80 Leg Diagonal A325N A325N 1.0000 0.6250 6 1 12.84 5.23 53.01 11.31 0 242,E 0.462 1 I Bolt Tension Member Bearing T6 60 Leg Diagonal A325N A325N 1.0000 0.7500 6 1 16.62 5.87 53.01 14.14 0.314 0.415 1 1 Bolt Tension Member Bearing T7 40 Leg Diagonal A325N A325N 1.0000 0.7500 8 1 14.87 6.44 53.01 14.14 u � 0.281 Y' 0.455 1 1 Bolt Tension Member Bearing T8 20 Leg DiaDiagonal g A354-BC 1.0000 A325N 0.7500 8 1 17.38 7.15 55.22 14.14 ,r 0.315 Y 0.506 1 1 Bolt Tension Member Bearing Compression Checks Design Data (Compression Section Elevation Size L L Kbr A P" +P Ratio P No, ft ft ft inZ K K 'SP" T1 148 - 140 Pipe 2.875' x 0.203' (2.5 8.00 4.00 50.7 K=1.00 1.7()40 -2.43 63.56 0.0 38 ' STD) 1s ' T2 140 - 120 Pipe 3.5" x 0.216" (3 20.00 4.00 41.3 K=1.00 2.2285 -15.99 88.55 OA 81 STD) Yr T3 120 - 100 Pipe 4" x 0.318" (3.5 XS) 20.03 5.01 46.0 3.6784 -41.03 141.80 0.289' K=1.00 y T4 100 - 80 Pipe 4.5" x 0.337" (4 XS) 20.04 6.68 54.3 K=1.00 4.4074 -67.20 159.91 0.4201 V T5 80 - 60 Pipe 5.563" x 0.375" (5 20.04 6.68 43.6 K=1.00 6.1120 -94.10 239.38 0.393' XS) Y T6 60 - 40 Pipe 6.625" x 0.340" (6 20.03 6.68 36.0 K=1.00 6.7133 -120.97 274.78 0.440 EHS) jr T7 40 - 20 Pipe 6.625" x 0.432" (6 20.04 10.02 54.8 8.4049 -144.41 303.72 0.4751 XS) K=1.00 4' T8 20 - 0 Pipe 8.625" x 0.375" (8 20.03 10.02 41.2 K=1.00 9.7193 -169.33 386.40 0.438' EHS) tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural Analysis Project Number 37512-1290 R3, Application 164144, Revision 1 1 P / �Pn controls Section Elevation No. It T1 148 - 140 T2 140 - 120 T3 120-100 T4 100 - 80 T5 80 - 60 T6 60 - 40 T7 40 - 20 T8 20 - 0 1 P / �Pn controls Section Elevation No. ft T1 148-140 T3 120 - 100 1 P " / op. controls Diagonal Design Data (Compression) Size L L KI/r~A P. It It in2 K L 1.75 x 1.75 x W16 7.78 3.63 126.9 0.6211 -0.87 K=1.00 L 1.75 x 1.75 x 3/16 7.82 3.62 126.3 0.6211 -2.20 K=1.00 L 2 x 2 x 1 /4 9.87 4.76 146.2 0.9380 -3.53 K=1.00 L 2.5 x 2.5 x 1 /4 12.43 6.07 148.4 1.1900 -5.13 K=1.00 L 2.5 x 2.5 x 1 /4 14.23 6.92 169.2 1.1900 -5.27 K=1.00 L 3 x 3 x 1 /4 15.99 7.73 156.6 1.4375 -5.95 K=1.00 L 3.5 x 3.5 x 1/4 19.26 9.48 164.0 1.6900 -6.57 K=1.00 L 4 x 4 x 1 /4 21.02 10.25 154.7 1.9400 -7.62 K=1.00 T Size Girt Design Data (Compression) L L KUr A P. ft ft in2 K L 2 x 2 x 1 /8 6.65 6.41 165.1 0.4844 ;O, t 2 K=0.85 L 2.5 x 2.5 x 3/16 6.72 6.43 142.0 0.9020 -0.19 K=0.91 Tension Checks Leg Design Data (Tension) October 10, 2012 M BU No 880306 Page 16 Wn K 8.62 8.69 9.92 12.21 9.39 13.23 14.20 18.30 Ratio P. �- 0.101 0.253' 0.356' V 0.420' 0.562 ' 0.450 ' 0.463' F' 0.416' 4/ �P Ratio P 4,01 0.029 tI/ 10.10 0.019' V Section No. Elevation ft ____ Size L It L ft KI/r A in2 P. K K Ratio Pu aP„ T1 1 18 - 140 Pipe 2.875" x 0.203" (2.5 8.00 4.00 50.7 7040 1.06 76.68 0.014 V STD) ' T2 140 - 120 Pipe 3.5" x 0.216" (3 20.00 4.00 41.3 2.2285 11.46 100.28 0.114 V STD) ' T3 120 - 100 Pipe 4" x 0.318" (3.5 XS) 20.03 5.01 46.0 3.6784 32.18 165.53 0.1 94 T4 100 - 80 Pipe 4.5" x 0.337" (4 XS) 20.04 6.68 54.3 4.4074 54.17 19834 0.273 tnxTower Report - version 6.0.3.0 148 Ft Self Support Tower Structural analysis Project Number 37512-1290 R'3, Application 164144, Revision 1 October 10, 2012 CC/ BU No 880306 Page 17 Section No. Elevatian ft Size L ft L"T ft fCUr A inZ Pa K �Pn K Ratio P. OP, T5 80 - 60 Pipe 5 563" x 0 3 7 5" (5 2004 6.68 43.6 6.1120 77.04 275.04 0.2'f XS) Y' ' T6 60 - 40 Pipe 6.625" x 0.340" (6 20.03 6.68 36.0 6.7133 99.74 302.10 0.33 EHS) ' T7 40 - 20 Pipe 6.625" x 0.432" (6 20.04 10.02 54.8 8.4049 118.98 378.22 0.3 V XS) T8 20 - 0 Pipe 8.625" x 0.375" (8 20.03 10.02 41.2 9.7193 139.07 437.37 0.3181 EHS) 1 P n / r P„ controls Diagonal Design Data (Tension) Section Elevation Size L Lu KI/r A P. Ratio Pa No. It It ft inZ K K �P„ T1 148 - 140 L 1.75 x 1.75 x 3/16 7 78 3.63 84.0 0.3504 0.89 15.68 0.057 T2 140 - 120 L 1.75 x 1.75 x 3116 7.82 3.62 83.6 0.3604 2.12 15.68 0.1 35' T3 120 - 100 L 2 x 2 x 1/4 9.87 4.76 96.3 0.5629 3.56 24.49 0.�1 46' T4 100 - 80 L 2.5 x 2.5 x 1/4 12.43 6.07 96.8 0.7519 5.04 32.71 0.154' Y T5 80 - 60 L 2.5 x 2.5 x 1/4 14.23 6.92 110.1 0.7519 5.23 32.71 0.1601 T6 60 - 40 L 3 x 3 x 1/4 15.99 7.73 101.5 0.9141 5.87 44.56 0.1321 T7 40 - 20 L 3.5 x 3.5 x 1/4 19.26 9.48 105.8 1.1034 6.44 53.79 0.1201 TS 20 - 0 L 4 x 4 x 1/4 21.02 10.25 99.6 1.2909 7.15 62.93 0.1141 1 P u I �Pn controls Top Girt Design Data Tension Section Elevation Size L L" KI1r A Pu Ratio Pu No. If ft It inZ K K PP" 14$ - 140 L 2 x 2 x 1/8 6.65 6.41 122.8 0.4844 0.11 15.69 0.007 ' -TJ T3 120 - 100 L 2.5 x 2.5 x 3/16 6.72 6.43 99.0 0.9020 0.17 29.22 00061 P u I �Pn controls Section Elevation Component No. ft Type Section C Size Table Critical P opa,.. % Pass Element K K Capacity Fail tnxTower Report - version 6.0.3.0 October 10, 2012 148 Ft Self Support Tower Structural Analysis CC/ BU No 8803068 80318 Project Number 37512-1290 R3, Application 164144, Revision 1 Page Section Elevation Component Size Critical Element P K mPauaw K % Capacity Fail _ No- T1 ft 148 - 140 Type Leg Pipe 2.875" x 0.203" (2.5 2 2.43 63.56 3.8 Pass T2 140 - 120 Leg STD) Pipe 3.5" x 0.216" (3 STD) 20 -41.03 18.1 Pass Pass T3 120 - 100 Leg Pipe 4" x 0.318" (3.5 XS) 53 -41.20 41.8 141.91 42.0 Pass T4 100 - 80 Leg Leg Pipe 4. 6' x 0.337" (4 XS) Pipe 5.563" x 0.375" (5 XS) 104 0 -94.20 -9 239.91 274.38 39.3 Pass T5 T6 80 - 60 60 - 40 Leg Pipe 6.625" x 0.340" (6 EHS) 125 -120.97 0,9 274.78 44.3 44.0 Pass T7 40 - 20 Leg Pipe 6.525" x 0.432" (6 XS) 146 -144.41 303.72 47.5 43.8 Pass Pass T8 20 - 0 Leg Pipe 8.625" x 0.375" (8 EH5) 161 -169.33 386.40 10.1 Pass T1 148 - 140 Diagonal L 1.75 x 1.75 x 3/16 8 -0.87 8.62 6.69 25.3 Pass T2 140 - 120 Diagonal L 1.75 x 1.75 x 3116 25 61 -2.20 -3.53 9.92 35.6 Pass T3 120 - 100 80 Diagonal Diagonal L 2 x 2 x 1/4 L 2.5 x 2.5 x 114 88 -5.13 12.21 42.0 Pass T4 T5 100 - 80 - 60 Diagonal L 2.5 x 2.5 x 1/4 109 -5.27 9.39 56.2 Pass Pass T6 60 - 40 Diagonal L 3 x 3 x 1/4 130 151 -5.95 -6.57 13.23 14.20 45.0 46.3 Pass T7 40 - 20 Diagonal L 3.5 x 3.5 x 1/4 166 -7.62 18.30 41.6 Pass T8 20 - 0 Diagonal L 4 x 4 x 1/4 4 -0.12 4.01 2.9 Pass T1 148 - 140 Top Girt Top Girt L 2 x 2 x 1 /8 L 2.5 x 2.5 x 3/16 57 -0.19 10.10 1.9 Pass T3 120 -100 Summary Leg (T7) 47.5 Pass Diagonal 56.2 Pass (T5) Top Girt 2.9 Pass (Ti) Bolt 50.6 Pass Checks RATING = 56.2 Pass tnxTower Report - version 6.0.3.0 41k FeOF deral Way —00 APPLICATION NO(S) I _ OZ� 74 MASTER LAND USE APPLICATION DEPARTMENT OF COMMUNITY DEVELOPMENT SERVICES 33325 8`s Avenue South Federal Way, WA 98003-6325 253-835-2607;Fax 253-835-2609 w w w.a i tvo f fede r.d wa v.co m RECEIVE® U Pi Date JUL 01 2013 CITY OF FEDERAL WAY 5E01768 A k-4 L C ga icDs Project Name Property Address/Location , 174 1 rJ Parcel Numbers) 2$ 2 (0 4 Q I l g Project Description ex d.w n 1 ` (ZZ 6mhMAAS.a° irXF13 vvZ61 3 FP [Cy I k r+ CAbLe Z CO V P is t PLEASE PRINT Type of Permit Required Annexation Binding Site Plan Boundary Line Adjustment Comp Plan/Rezone _ Land Surface Modification Lot Line Elimination Preapplication Conference k/ Process I (Director's Approval) Process It (Site Plan Review) Process III (Project Approval) Process IV (Hearing Examiner's Decision) Process V (Quasi -Judicial Rezone) Process VI SEPA w/Project SEPA Only Shoreline: Variance/Conditional Use Short Subdivision Subdivision Variance: Commercial/Residential Required Information Gr Zoning Designation Comprehensivc Plan Designation -Value of Existing Improvements Value of Proposed Improvements International Building Code (IBC): Occupancy Type Construction Type Bulletin #003 — January 1, 2011 Applicant Name: 1H,aalk Cady Address: l9(03l, NE C 5'' S-tMt-t City/State: WA CIS Zip: g8O52 Phone: Q 25 Z 85-M14 Fax: Email: M ca&� cob-x kS't ,10-t Signature: Agent (if different than Appli Name: Address: City/State: Zip: Phone: Fax: Email: Signature: Owner Name: Tefe5Z Sig*,6 I CfOW VN CZ�36f-Q- Address: 85-17 154 4 AU,e, NE City/State: w►^04 Zip: 99092 + Phone: yp S 202b- Z.1-7 $ Fax: Email: -rgeesa. jtarrmG.r. Covdret r e C Gatstte .corv% Signature: .Jr" Page 1 of 1 k:\Handouts\Master Land Use Application SUBMITTAL REQUIREMENTS FOR PROCESS Project Name: 1f L �* _�t Project Description: P-4-I ^� add Z -FXF6 Vn;ti51 3 FRI&I 1 hgndf 2&6U, Z COVP „ Ke ►,caul- L XCPAS . Applicant: Aaapj File #: ❑ ❑ Master Land Use Application, signed by owner © ❑ A narrative description of the project, on a separate 81/2" x 11" sheet ❑ ❑ Application fees ❑ ❑ Six copies of the site plan (folded to 9" x 12") ❑ ❑ Six copies of existing & proposed building elevations (folded to 9" x 12") ❑ ❑ Color & materials indicators (photos or color & materials board) STAFF USE ONLY Please consider this as a Notice of Completeness. As of 2C_, this Process I application is determined to be complete based on the minimum submittal requirements. Review of the project will begin upon application assignment. The City of Federal Way will take action on the application upon the determination that all applicable requirements are met. Please note that City review will be halted at any time City staff requests additional information. Intake by; THIS FORM SHALL ACCOMPANY THE LAND USE APPLICATION AND A COPY SHALL BE PROVIDED TO THE APPLICANT. Bulletin #053 —January 1, 2011 Page 2 of 2 k:\Handouts\Process I Submittal Requirements