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Home My WebLink AboutPermit D19-0247 - VERIZON - PANEL ANTENNAS, CABLES AND EQUIPMENT CABINETSVERIZON 3118 S 140TH ST AP N : 1623049060 EXPIRED 04/19/2021 D19-0247 City of Tukwila of Department Community Development Sube#1UO Tukwila, Washington 9g18B Phone:2O6-81-367O Inspection Request Line: 206-438-9350 Web site: http://wwxv.TukwUaVVA.Qov DEVELOPMENT PERMIT Parcel No: 1623049060 Permit Number: D19-0I47 Address: 3I18S140THST Issue Date: I0/22/2019 Permit Expires On: 4/19/2020 Project Name: VERIZON Owner: Name: HOMESTEAD COMMUNITY LAND TR Address: 412MAYNARDAVE S#ZO1,SEATTLE, WA, 98104 Contact Person: Name: AMEUAy0ECKLER Phone: (206)336'2863 Address: l5O5VVESTLAKEAVE N'SUITE 8OO' Contractor: Name: K4ASTECNETWORK SOLUTIONS INC Phone: (866)545-1782 <[ONSD Address: 22263 6OAVE S*SEE O11'664-0l*' KENT'WA, 98O3I License No: K4A5TENS876KN Expiration Date: 5/I4/2021 Lender: Name: CROWN CASTLE Address 2OOOCORPORATE DR, CANOKBBURG, PA,15317 DESCRIPTION OFWORK: INSTALLATION OF (3) NEW PANEL ANTENNAS ON EXTENDED STEALTH RELIGOUS SYMBOL. (38) CABLES IN EXISTING DOGHOUSE AT GRADE LEVEL. INSTALLATION OF(2) EQUIPTIVIENT CABINETS AND AN H-FRAME WITH PKUl Project Valuation: $110,00000 Type ofFire Protection: Sprinklers: NO Fire Alarm: NO Type nfConstruction: VD Electrical Service Provided by: TUKWILA Fees Collected: $2,793.50 Occupancy per IBC: U Water District: 125 Current Codes adopted by the City of Tukwila: International Building Code Edition: 2015 National Electrical Code: 2017 International Residential Code Edition: 2015 VVACities Electrical Code: 2017 International Mechanical Code Edition: 2015 VVAC296468: 2017 Uniform Plumbing Code Edition: 2015 VVAState Energy Code: 2015 International Fuel Gas Code: 2015 Public Works Activities: [hanne|i/adnn/SthpinO: CurbCut/Access/Sidewa|k: Fire Loop Hydrant: Flood Control Zone: HauUnQ/OveoizeLoad: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter; Permit Center Authorized Signatu Volumes: Cut: O Fill: O Number: O Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancelthe provisions ofany other state nrlocal laws regulating construction orthe performance ofwork. |amauthorized tvsign and obtain this development permit and agree tothe conditions attached tothis permit. Print Name: /�/ `� / ~f/!-e/) This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended orabandoned for aperiod ofl8Odays from the last inspection. PERMIT CONDITIONS: 1: 'BUILDING PERMIT CONDITIONS' 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code, 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based onsatisfactory completion o/this requirement. 6 All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center, 7: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila, Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances ofthe City ofTukwila shall not bevalid. The issuance ofapermit based onconstruction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (2O6)43Q'9]SO 1700 8U|L0NGF|N4L*~ CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd , Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. D Project No. Date Application Accepted: - I — Date Application Expires: a - or o ce use on CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail. **Please Print** SITE INFORMATION Site Address: 3118 S 140th ST 98168 Tenant Name: Verizon PROPERTY OWNER Name: Riverton ParK United Methodist Church Address: 3118 S 140th ST City: Tukwila State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Amelia Meckler, Crown Castle, for Verizon Address: 1505 Westlake Ave N, #800 City: Seattle State: WA ZiP: 98109 Phone: 206-336-2863 Email: amelia.meckler@crowncastle.com DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE Name: Robert J Lara, Morrison Hershfield Address: 600 Stewart St, STE 200 City: Seattle State: WA Zip: 98101 Phone: 954-577-4668 Email: rlara@morrisonhershfield.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Address: City: State: Zip: Phone: St Contr Reg No.: Exp Date: Tukwila Business License No.: King Co Assessor's Tax No.: 162304-9162 Suite Number: Floor: New Tenant: Yes LJ ..No ARCHITECT OF RECORD Company Name: MORRISON HERSFEFIELDNerizon Address: 600 STEWART ST, STE 200 City: Seattle State: WA Zip: 98101 Phone: 954-577-4668 Email: rlara@morrisonhershfield.com ENGINEER OF RECORD Company Name: GDP GROUP Address: 520 S MAIN ST City: AKRON State: OH Zip: 44311 Phone: 216-927-8663 Email: dpalkovic@gdpgroup.com LENDER — WHO IS FUNDING THE PROJECT (required for projects $5,000 or greater per RCW 19.27.095) Name: Crown Castle Address: 2000 Corporate Drive City: Canonsburg State: . PA Zip: MONTHLY SERVICE BILLING -or- WATER METER REFUND/BILLING Name: Address: City: State: Zip: Phone: WAPermil Center (Rachelle)\Applicalioris \ Word Construction Permit Application Revised 6-2019.doca Revised: June 2019 Page 1 of 3 BUILDING DIVISION INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 110,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): Eligible Facility Request - Wireless Facility INSTALLATION OF (3) NEW PANEL ANTENNAS, ON EXTENDED STEALTH RELIGIOUS SYMBOL. (18) CABLES IN EXIS I ING uOGHOUSE AT GRADE LEVEL. ALSO I 'cuI USED IS THE INS I ALLATION OF (2) EQUIPMENT CABINETS AND AN H-FRAME WITH RRUS WITHIN AN EXTENDED FENCED COMPOUND IN EXISTING LEASE AREA Will there be new rack storage? D.. Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing lnteriorRemodel Addition to Existing Structure New Type of' Construction per 1BC Type of Occupancy per 1BC Floor V- B U 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Garage ❑ Attached ❑ Detached Carport • Attached • Detached Covered Deck Uncovered Deck PLANNING DIVISION INFORMATION — 206-431-3670 Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Will there be a change in use? ❑ Yes Handicap: ❑ No if "yes", explain: FIRE PROTECTION/HAZARDOUS MA'1 ERIALS 206-575-4407 ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If `yes', attach list of materials and storage locations on a separate 8-1/2"x 11 " paper including quantities and Material Safety Data Sheets. PUBLIC WORKS INFORMATION — 206-433-0179 0 ...Permanent Water Meter Size (1) . WO # (2) WO # (3) " WO # ❑ ..."Temporary Water Meter Size (1). " WO # (2) __" WO # (3) " WO # ❑ ...Water Only Meter Size WO # ❑ Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private ❑ ❑...Water Main Extension Public ❑ Private ❑ W:\Permit Censer (Rachelle)\Applications\Word \ Cons truction Permit Application Revised 6-2019.docx Revised: June 20I9 Page 2 of 3 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3,2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: 41124- Date: 8/1/2019 Print Name: Amelia Meckler, Crown Castle, for Verizon Mailing Address: 1505 Westlake Ave N, #800, Seattle, WA 98109 Day Telephone: 206-336-2863 City State Zip WAPermil Center (Rad-wile) \Applications \ Word \ Constniction Permit Application Revised 6-2019.doca Revised: June 7019 Page 3 of 3 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY 1 PermitTRAK PAID $2,793.50 D19-0247 Address: 3118 S 140TH ST Apn: 1623049060 $2,793.50 DEVELOPMENT $2,712.07 PERMIT FEE R000.322.100,00.00 0.00 $1,628.53 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,058.54 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 25.00 TECHNOLOGY FEE$8143 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R18239 R000.322,900.04.00 1 0.00 :_ ... $81.43 $2,793.50 Date Paid: Thursday, August 01, 2019 Paid By: CROWN CASTLE Pay Method: CHECK 30019 Printed: Thursday, August 01, 2019 2:21 PM 1 of 1 _... __. VERIZON SLIM DESIGN FIRST TIME INSTALL I1�r �I • LE kfraNa OP U S PpATE PERMITon°D CO 41 SW Ma W1W4I". KS erl NL OI MNONSEMVO MI flA"SOA 0,69M 4 WPM CA 010706 V 04 WA 90IL K WEreYm INV Pte Imp Off. wLLf8EMLS ESUES" f1,6"MWC Mt SANE O1 W6 all Mat Ail P.MKS We PMTAIK Ale NI PRM V MO TM OP OW P155411.0 REVISIONS Plan FOR: '""" " revew approval Is Mier,: to errors ano Approuai UIREO Nor ,a des snail 5F r,aae to the scope Of worK 401103 1 pI'o 3 :)1C 3l of',re Tukwila Building Dlvlsloa NOTE: Revisions wlli require a new olan submittal and may include additional plan review. verizon omgswas of Nnstructlon aocumen�s d'es 101 au hnr a the 4018110R 0! any a00med cone ordinanceReceloj ei aoolovea F1ela Copy ant ronmilons auERoweogec; 6y Dale ro 2Z. tq City 01 Tukwila l r 10 �GasP(p�a CayofTukwt� UILDING M�_.M� E PlumanG DIVISION ` 8259 REGISTERED ARCHITECT BBERT J,RRY IARA 01' a ,W W BUILDING ()VISION 2 :44:16-04'00' VERIZON ID: DISC GOLF CROWN CASTLE PROJECT NAME: MILITARY & 27thICHURCH MP CROWN CASTLE BU #: 825999 RECEIVED ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 PROJECT LOCATION: 3118 S 140th STREET AUG 06 /019 CONSTRUCTION TUKWILA, WA 98168 APPLICATION #: 472625 TUKWILA PUBLIC WORKS 0 06/26/19 ISSUED FOR Mr VCI\I—Y MAP PROA.ECT \FOMATO\ SCOPE OF WORK A O}/27/19 ISSUED FOR REVEW 4ERIZON WIRELESS PROPOSES TO INSTALL AN UNMANNED TELECOMMUNICATIONS Fu11114 CONSImNG OF ElemmlarySd400 Yn9 .1I Olartm 1';TM Rf,RN00 Cast CemeIerya Tu2loPehlry /'PROJECT E erg6W6yFoad 9aNl YSITE ° t,�W "gyp 'O.m�l 9 9 ° 1. y01 „ Ka mDTV� 1149 :ion o Imhof W91p1tt 9 419 N lalaml JUD JURISDICDON: CITY OF NKWLA ESEELSELLE2Te ME INSTAEJA110N OF (5) NEW PANEL ANTENNAS, ON 14040ED CAMS M EXISTING MOUSE AT GRADE LEVEL A150 PROPOSED EDUIPMENI CANER AD AN H-TRINE WITHRRIS PUNAN EXISTING LEASE AREA _ S1FALIN REu1W5 AR. 16) IS ME INSTALLATION OF 2 Et6]IDED FENCED C04POUNO IN o9rt 1 RIVERTON PN UNITED METH CH ZONING CUSS: OR 3118 S 1401h STREET OCCUPANCY GROUP: 111117 NIWIR WA 98166 CONSIR11CIE11 In V-8 TAX PA4CEL ID. 1623049162 PARCEL S12E: 20 ACRES masa= LATITUDE: 47 28' 42,13' CROWNINC LONGNDE -127 11' 32.56• ISOS NFSRAXE AVE N, BORE 870 SEATTLE, WA 98109 SRNCTURE HEIGHT: 5K-10' (TOP OF DIETING FACILKY) LEASE AREA I„ S.F. T'RS+ TRU15 NIGHOS VERIZON WIIRaESS 3305 167M AVE SE 9E EWE WA 96008 FOR ■ rizon LIST O F ) �R.EVIEWED �i -1 Y i `I... PLIANCE SHEET Ge0RIPT01 Pam -Implementation iea0: EET T-1 COVER L NOTES AND SYMBOLS A-1 51� PLAN A-1,1 COMPOUND AND Eou1PUENr PUNS A-2 0451 U01104 ETALS A-4 CONS RUC gH 3314E A-5 CHVNUNR FENCE 0E1ALS 4F-1 ANITUA CDN44G11RA151N SEP 24 2019 j City of Tukwila ' CROWN '� CASTLE 100415S11K 4416. SOT NO SFA1111,WA RIM LEGAL )=SCR PTIO \ RF-2 PLUMBING D ORAM E-I EIfGiR%NOTESANDSTYABOS E-2 ELECTRICAL SITE PUN BUILDING DIVISION kgTemm ABBREVIATED PER ACCESSOR RECORDS: E 225 FT OF 395 S1 OF NE 1/4 OF SE 1/4 TV W 1 FT OF 228 F1 OF S 200 FT LESS CO RD E-3 EIEMIUL PUN, NOTES, MD RISER D4GRW E-4 GROUNDINGP AM RN) NOES E-5 ELECTRICAL KIN DUALS 0 PAN E-6 ELECTRICAL & GROUNDI4G o0NIS ° E-1 EICCMIIX & G10UNOING DEALS RECEIVED OF TUKWILA AUG 01 /019 MORRISON �IshwWiST SEWARTWf49LUE Te, A HERSHFIELD sutEtro 110144461 roR PERMIT CENTER Project Info: BU# 825999 MILITARY & 21fIVCHURCH MP 311 ugh SREWA 98168T COI\TACTS CODE COMPLANCE D6inp TNe: 21911Milie MOM yEf j; CLINTON GRIMM MEW. HECKLER ROY 2E11 CASTLE USA CROWN CASTLE USA MORR60N HERSHFIELD CORP NNWCOVER 1505 WESTUXE A1E N, SLOE 800 1505 WESNKE AVE N, SURE 800 600 Mr S1, SUITE 200S WA 98109 PHONE: (360)170-2987 PHA SEATLE, IVA (208) 56-2865 PHONE (106) 2 8-1A0 HeeleOmemeOAHArshR46dom CLEEM iE & ___I0N4 DC TO JESSIICA DORRIS ROBERT J URA CROWN CAE USA MORRISON HERSHFRN CORP 1505 WESNANE AVE N, SOX 800 PHONE: (954) 577-4666 SEATTLE, WA 91109 rWcoOmomeoMersh6115rom PHONE: (206) 336.2870 jeoucaoorde0cro.eco¢U1com HaFSSENL Of Fttia G. LANCE C°0NE MORRISON HEWED CORP PHONE: (SOS) 595-9128 IcroNOOmorr'sonhershfdd.rom 411 WORK AND w1ERULS SHALL BE PERFORMED AND INSTALLED IN ALCOOCE WON ME CURRENT CONDITIONS OF ME FCLL0W9G CODES AS ADOPTED BY ME LOCAL TONG WJMORIDES. 401HNG IN THESE PUNS IS TO BE CONSTRUED TO PERWT WORK NOT CONFORMING TO THESE CODES; WHICH STATE AND l0U BUILDING CODES WITH ME FLOWING RF ifU] CE CODE 201S EFIEPol111CW1 MDR N0E (!C) 1015 NIERAA1100111(3404 MOE (WC) _ EET DR V G D I R ECT 0 S (RAN SEA-UC ARROW, l94 1. HEAD SOUMEAST ON AIRPORT EXPRESSWAY TOM DEPARTURES DR. USE ME LET WE ND & KEEP LT, 5. COWINUE CN AERPOR1 EXPRESSWAY. TAKES 142ND PL 10 29111 AVE 5 4. SLIGHT LEFT ONTO AIRPORT EXPRESSWAY, 5. KEEP LEf1 Al THE Y JUACDON, FOLLOW SIGNS FOR WA-509/WA-518 W AND MERLE WITH WA-518 W. 6, TAKE ME DES 40NES 4E40RA DRNE EK11. 7, TURN RICHE ONTO DES 40MES 4E4041410R, 8, TURN RIENT ONTO S 144M ST, 9, S 14411 ST TURNS MY LEFT AND BONES S 142N0 PL 10. TURN LEFT ONTO NM AVE S 11, TURN RIGNT AT ME 1ST CROSS STREET ONTO S 140M ST. 12 TURN LEFT 0 TURN R1GH1. 2011 11DONA NOE ) ?0171NigfOl eEL1fRC � NOE (XfPA N) Pro;Wct Mac 1800386 Stan Mt 03/25/19 AP ROVALS RRRr I2er SOONF6 (ATE Proj 9 4osogr, Proloolonol of Riot RNE RI, REPRESENTATIVE RMW(W No: SW No SITE MR * 0 T-1 RF ENGINEER 1\n_mi 14 GENERAL NOTES LINE/ANTENNA NOTES ABBREVIATIONS I, WORK s4A.L C@WL4 MTH ALL APPLICB1 CODES, ORDINANCES, AND REGULATIONS, All NECESSARY UCPSES CERITEATES, OC, REWIRED N' AUIHO4Y 4NND JJRSD16110N S44LL BE ,PROCURED AND PA0 FOR 9t THE CW14C1C94, 2. M0RR64 RERSIPIEID CORP0RA10N HAS N01 CONDUCTED, NOR DOES 1 INIERC 10 CONDUCT ANY oNESS1 *4IW AS 10 RE PRESENCE OF H*Z4R005S W1EB4L, INCLUDING, But Nor u411E010, ASBESTOS WHIN ME Oran OF MIS PROJECT. MORRSON HERSHFlRD CORPORATION DOES NOT ACCEPT RESPOBS19EWY FOR ME NODLPEIUION, NE OD*, DR ANY EFFECTS ERI N NE PRESENCE OF THESE MATERVIS, H DOR+CE OF WZARDWS W1ERA.5 0 FOUND, wO4K IS TO BE 5uS4EN0ED AND THE INNER NOTIFIED, NE c0N14C10R 41 *01 10 PROCEED MN RATNER WORK 0MD1 4STRUCIED BY THE 0wN(R 1N MATING. 1 AL w1ERwl NRNS0EO UNDER NS CONTRACT SHAH BE NEW, UNLESS 01NCBMSE NOTED. ALL WORK SAKE BE GWRANTIED AWNS4 DEFECTS IN WTR41S AND wORKAOSNIP. THE CONTRACTOR SRu-I REPO OR REPLACE AT MS EXPENSE AL w5Mc THAT WY DEVELOP DEFECTS IN MATERIALS OR *ORK4ASNIP WFPP SAD PEROD OF DUE OR FOR ONE K R AMR ENE HILL ACCEPTANCE DE 14E ENTIRE PROJECT, WHICHEVER IS GREATER 1, THE GENERA. CONTRACTOR AND EACH SUBCONTRACTOR Sall BE RESPONSIBLE FOR ARP1NG AL EXSI4G CONDII104S AD U1N5E5 Al THE JOB SITE BEFORE WORK IS STARTED. NO CLAMS EDI UNA COMPENSATION FOR WORK YMNH COULD HAVE BEEN FORESEEN FAN INSPECTION, WHINER SNPA'N ON THE CONTRACT WCUMENTS OR NOT, DUAL BE ACCEPTED OR PC 5, NE GENERAL CDYIRACT04 AND EACH S1CORT4CIW SHALL BE RESPONSIBLE 104 0.911NG O'IEH4SIDNS AND COMPPONs At TIE JOB SIZE withCONQ kFEC1 THE WORK ENDER THIS CONTRACT. AL NANu1ACNRERS RECOMMENDS) SPECIFICATIONS, EXCEPT THOSE 04001GIONS HEREIN, *HERE NEST 51RI4CEN1 SHALL BE COMPLIED WITH 6, ME WNIRICIOR SHALL V0RF1 AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FCR STRUCTURAL MECHANU1, EIECM14, PLUMBING, DINE OR A4CHITCTURA W01N, 7, NE CONTRACTOR SHALL vER0 THAT N0 CONFLICTS DUST BEMEEM THE LOCA10NS OF Am AND AL MECHANICAL, ELEC1901, PLUMBING, DR S0RUc1JRAl ELE4AM15, AND MAT Ill 45004 D CLEARANCES FOR INSTALLATION AND NlMIE4NCE ARE MET. NOTIFY THE C0N5ULT4NT CF A'1 CONFLGTS. THE CONSULTANT HAS ME ON TO AWE YNOR MDDFGAT46 IN NE EISEN OF 1E CONTRACT WINWT THE CONTRACTOR DETTNG AWMTIo* COMPENSATION. B. CO N01 SCALE NE DPAWINOS, ONENSIONS ARE EITHER 10 NE FACE OF FN5HED ELEMENTS OR 10 ME CENTER UNE OF LIMNS, UNLESS NOTED 0191ERw5E. CAMEL DINEMIOM 4411 BE VERREG AND NOTIFY THE C04905ANT OF ANY 550REPWOEs, 9, THE CONTRACTOR 901 BE RESf0N94E FOR 94LY CLEAN UP CF AL TRAM. AND REti4E All DEBRIS FROM ME CONSTRUCTION SHE, Al ME WMPIEION OF THE PRWEC1, TA. CONTRACTOR SHALL THOROUGHLY CLEAN THE W1DIN0, SIT, AND ANY OTHER URROLNNNO AREAS TO A BETTER AMA ExIS1WG GORD110N. T0, THE CONTRACTOR IS RESPONSIBLE FOR ADEWAIELY BRACING AND PROTECTING ALL 6600 DURING CONSTRUCTOR AGAINST WE, BREAKAGE, COLUPSE, ER. ACCORDING TO APPLICABLE CODES, swims, AN0 0000 CONSIRICII0NI PRACTICES. II, THE CONIPACIOR ST.& NEE1 AIL OSHA REWIREMENIS FOR AL INSIAUIWNS. 12, ME CONTRACTOR SHALL BE RESPONSIBEE FOR ALL GAMACES 10 THE EXISTING 096STRu310N AND REPAIR AL OAAAGFS 10 BETTER No NEw CONSTRUCTOR. 1NE CONTRACTOR 5H4L NOTIFY THE ARCHITECT OR AN1 WALE 10 ME BUILDING SITE OR ANY ADJACENT STRUCTURES ARWN° ME PROJECT. THE CONSULTANT SNAll BE 5010 AND 144. JUDGE AS TO THE QUALITY OF THE REPAIRED CONSTRUCTION ANY M101O4AL I40961CA104S WHICH POST BE WOE SKS BE PAM AT RE CONTRACTOR'S EXPENSE 10. 44ERE ONE Pt IS SH04N FOR Ork CYM011N, 11 901 APPLY FOR AL EKE 0R SWILW WN0I0Cm5, DEN MALIGN NOT SPEGNCALY 4Aw10 ON ME D4w64GS OR REFERRED TO IN NE SPECNCN10N5, UNLESS NOTED ONERMSC 14, wHE4 NEN PAVING, CONCRETE SIDEWAI9S OR PATHS MELT EXISTING CONSTRUCTION, THE CONTRACTOR Sall WTH ME EASIING PITCH, GONE, AND ELDAIOJ SO THE ENTIRE S15UCRJRE S'W1 N4VE A 940D1 MASNON IS. THE CON1a2IW SHAH NOR ME EXISTING R00R5, Oa, CBLING, DR ONER C0N4R0C110N AS REOLA4D TO CAN ACCESS 10 AREAS FOR AL MEC4NTCA1, POISING, ELECTRICAL, OR SIRUC10R4 MODIFICATIONS. WHERE NE EKIm4G C0Ns1R11c1DN DOORS, PM114415, CEILING, ETC., ARE 10 BE REM0E0, MWFED, 0R REARRAKE0 0R WHERE THE EXPOSED DR HIDDEN 4EC4A41GA1, CLEC1RCA., SYSTEMS ARE ADDED OR MODIFIED, THE GENERA CONTRACTOR 94L REPAR, PATCH AND RICH ALL EXISTING CONSTRUCTION AND FLASHES OE Al REARS 4115 AND GERMS, ODE CONCRETE 44SONRY CONSTR1C1CN S YONFED, ME CONTRACTOR sou TOOTH N AEL NEW CONSTRUCTION 10 RETCH THE EKI0N0 BOND, WHERE CONCRETE CONSTRUCTION 15 M001FIEJ, THE CONTRACTOR SHALL PR ME EXACT DETAILS TO BE USED FOR COS1Ruc'GN. Al KOR S4AL BE CLNREG UNJEB NE DENNAL CONTRACT. 15, YERFY ALL EXSTING DIIMN90NS PROS TO PE410R4ING WORN. 11, VERIFY 10U40N OR ALL BURIED MIRES PRIOR 10 ANY 9C4VA10N. IB, NE GENERAL CONTRACTOR 940 BE RESPONSIBLE FOR APPLYING FOR 60MMERCMI PO*EIR NMEOYILI UPON AWARD OF CONTRACT. NE GENERAL CONTRACTOR IS REWIR4 TO KEEP Al DOCUMENTATION REBID FROM THE 404154 COMPAY, ACKNOMEDGINC 4PPEICA40N FW POWER, MIEN AND 0934 DSCu55CN5 MN P5 Poe c0UPAFC ETC. 19, ME GENERAL CWTRAc10R SHLLL 0B14N wg11EN CON14W10N OF ME IXPEEMD DATE OF CO*PLETIDH OF 111E POWER CONNECTION FRCP NE POWER COMPANY. 20 IF THE POWER COMPANY 5 WAKE 10 44000E NE POWER CONNECTION BY D*NEB'S REWIRED DATE, NE GENERAL CONTRACTOR SKt FRONDS AND WINPN A 1RJP0PARY GENERATOR WN10. THE POWER COMPAM' CWNECTFJN IS COMPUTED, COSTS 4S900A1ED 4IH M( TEMPORARY GENE4101 TO BE APPRNED BY WE AIRIER. 21, I1 THE GENERA CONTRACTOR FATS TO TARE NECESSARY MEASURES AS DESCRIBED IN ROTES '5, 19 At 10 ABODE, THE G(NJ41 CONTRACTOR SNALI PROVDE A 1E4DU4R' GENERATOR Al N0 COST 10 THE OWNER. 21, PUNS PART CA N5 EET ARE COTAP,54EATA4Y. INFORMATION 5 N01 Uw4D 10 ONE PLAN, D44MNG5 AND SPEC11CA1°NS WE INSNU*ENIS OF SERVICE AD SHALL REMAN 15 PRO4R11 DF THE ARCHIECI, wHET',4ER THE PROJECT FOR WHICH THEY APE WOE IS EXECUTED 0R NOT. THEY ARE NOT 10 BE USED EY THE OWNER ON 00ER PROJECTS OR FRIERSON F01H5 PROJECT EXCEPT BY AGREEMENT IN PRINNG ANT MN APPROPPATE GO4PE4S440R 10 THE ARCHITECT, THESE PUNS WERE PREPARED TO BE w9Jf11E010 GO4ERNE4A BUM 41NORI4ES FOR RENEW F04 C0PLUNCE WITH APPUCA.E CODES AND IT 5 THE SOLE RESPONSSILIIY OF THE OWNER A'D/01 CONTRACTOR TO BUILD ACCORDING TO APPLICABLE BOOM CODES 20. IF CONTRACTOR OP SUB -CONTRACTOR FIND N NECESSARY TO DEV41E Roil ORIGINAL APPROVED PLANS, MLN 1 5 ME CONMAC1OR'S 04014E SUB-00Ni4c10Rs RESPONSIBILITY TO PROOF THE A4CP'EC1 WIN 1 COPES OF THE PROPOSED CHANGES FOR HIS APPROVAL BEFORE PROCEEDING MN NE WORK, IN ADUY10N ME CONTRACTOR AND SUB-CONIWCIWS SHALL BE RESPONSIBLE FOR PROCURING AL NECESSARY 4PPRO4AS FROM ME BL1LD5x0 AUMOR4S FOR NE PROPOSED CH4NCFS BEFORE PROCEEDING w14 NE WORK, THE C5T4CIDR AND S0B-CONIRAC10R5 SHALL BE RSSPOMIBE Fog PROCURING AL NECESSARY IN,NEC11095 AO PERMS MOP BUILDING A➢114RDES BURRO 144E EXECu139 OF THE WORN, 2A. IN MR/ EVENT, TNESE CONSTRUCTION DOCUMENTS AND SP5G1G4CIGe5 SHALL DE I4IERPREIIO 10 BE A MINIMUM ACC41A9,E WRNS OF CONSTRul910N B11 MS 901 NOT BRIDE ME CONTRACTOR, SUB-CONIRACIDR, 040/OR SUPPUER/MANUF4CNRER FRW PROND4VG A COMPLETE AND CORRECT JOB WHEN ADO1CN41EMS ARE REQUIRED TO THE MINNOW SPECIFICATION. IF ANY HEMS TEED 10 EXCEED RESE YI4IMUM S4CI1C411045 TO PRO1°E A WYR,FTE, ADEQUATE AND SAFE WORKING C0ND110N, ND It SMALL BE THE DEEMED AND UNDERSTOOD TO BE INCLUDED IN THE °4wIN0S. FOR EXAMPLE, IF AN ITEM AND/OR RICE OF E0OIP4(NC REOARES A LARDER WIRE SQE (I.E. ELECTRICAL RARE), STROKES OR LARGER *RNC, INCREASED DUWIIN ((( S4RUC1URA ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENOIR (I.E. BOIL LENGTHS, BAR LENGTHS) MEN it Sall BE DEEMED AND UNDERSTOOD TO BE INCLOSED N THE BID/PROPOSAL, THESE 000L4ENLS ARE MEANT AS A GUIDE AND Al 1RES RFASWABLY INTERRED SHALL BE CEEYED 10 BE NCLUDEO. 25, RESE W414C1 DCCU1DN'S AND SPECNGIONS SHALL N01 BE CONSTRUED TO CREATE A C0N1R*CIVA REU106RP OR ANY NINO BETWEEN ME ARCHITECT AND THE Cp1RAC104 26. CONTRACTOR ( ANY SUBCONTRACTORS TO WI41AN 'KEEPING 144E ROAD ACCESS GATE LOCKED Al AL DALES 17, IN RA4LAND WNDRIONS, TONER FDu4DA110N STRUCTURAL STEEL 10 BE GROUNDED PRIOR TO CONCRETE POUR, TOWER FOUCATICN STRUCTURAL 0 501 TO BE CONNECTED TO PERA4NENT GROUND ROD PRfOR T0104L4 PECTIN. 10AER GROUND MUST BE WNIAINEO AT ALL NINES, I, All THREADED SM0C1U4A FASTENERS FOR ANTENNA SUPPORT ASSEY5LE5 SHALL MAP 10 AS1N 0,5)1 OR ASN A36. All SMUCTURAL FA$1(NERS FOR STRUCTURAL S1ER FRA4I6AC Saud CCNFORY 10 F312S 61. OS, FASTENERS SHALL BE S/6' AIM. OBE, HARING TYPE CONNECTIONS MN M4,WS mum ERC41 NE PM, ALL EXPOSED FASTENERS, NUTS, AND WASHERS SHALL BE CAVAN5C0 ONERRSE NOTED. C011CRE1E ESPA45GN A4C9OR5 SHALL BE wIl1 OAK BOLTS UNLESS 01NER MSFD NJ1O All ANCHORS ROD ONCE SI0LL BE STAINLESS S1EE1 2, NE CON1R4C10R Sall FURNISH AL CONNECTION 44WA4 REWIRED t0 SECURE NE CIE1ES, CENNCCI% 4RCNA0E S411 BE S1AN02(2 STEEL 0, NORM ARROW SHOO ON PANS REFERS TO !Rut NORM. CONTRACTOR SNAIL VERB NORM AND CFI C04WLIDNT of ANY JISCREP0NCY BEFORE S1AR11NG C0NS1RUC10N, 1. PROVDE LOOK wWSRS FOR AL MECHAICL CONNECTIONS FOR G4WND =TV& USE VANES STEEL HARDwAR( MR0u340Ut, S. NOROUGHl1 Kitt AL PNNO AND CLEAN AL DIRT FROM SWIACES R(W'RNC GROUND CWINEC4965, S MAKE al GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSDLE. AND 5N0P DEC. Al BENDS 10 BE A MIN, OF B' RADIUS 7, FOB GRWNONG TO B(,014 F4NE 41 HATCH PULE GROUND FAS. ADSE A NO-9LYT HOLE NEW D41A'0 CONNECTOR SUCH AS 16/9 32097 041 APPFOh0 EQUAL B. FOR ALL ENIERNA GROUND CONNECTIONS, CLAWS 6 GADWRDS, ART A LEEWI PR01EC1rv5 CNJNG OR A AND -OXIDE W4PWN0 S0C4 AS ND -OXIDE AT BY DEARBORN CHE4IGL 906APA0T, 9. REPAIR ALL WVW1200 SURFACES 144T HAVE BEEN D1NAGED BY MERNO-NEEDING, USE RICO 1.019 ULVA12LNG BAR/COLD W44140NG PANT. 10. SEA. ALL CONDUIT PENETRATIONS INTO 4000LW BUIL5NC OH A 90004 SEALANT AND ALL CDNDUI OPENI545, I, All C0a41 CABLE WILL BE SECURED 10 NE DESIGNED SUPP0P1 AROCTURE AT MIKES N0110 EXCEED 5' 0R THE CABLE W4JFACIU9E5 SPECIFICATIONS MpCHNER 5 LESS, w114 4RDWRE S5CFED N THE COTS N. CABLE RW1NG 0E1a45 OF WE SUPPLIED AR0CN4l REPORT. 12.1,5 CNXW ARE NNA CABLE NSIALER SAL BE RES445TRE FOR P4FORNING 0140 SUPPLING THREE (E) 1YPEW,TTN SHEEP TEAS (WERRA RETURN ILO S TEST)"AS TEST SHALL BE 4E4FOP8 TO NE SPECIFICATIONS ABED PARWI?ERS 54010Nw BY THE N;R20N WIRRE55 6990 FREDIVEKK NV EWER. IRS TEST Sall BE PERFORI4E0 PRt7R ID FAA ACEPTAWE OF ME SITE (1) CCR1 TO BE PLPCED N SHRIEB, 13 THE C0AY1L ANTEN1 CAM N5IALER SHALL BE RESPONSIBLE FOR PERIDBNNC AND YJPPLNNC VERDON WIRE0555 WITH THREE TYPE TOTTEN TIME GOWN 4FLEC10NE1ER TESTS 1D KRIiK CARE LENGTH AND 10 CHECK FOR WATER N4MGE. 14. VAPOR WRAP WILL BE uSED 10 SEAL Ad CONNECTIOTS, IS. AIL JU4PE55 TO THE ANTENNAS TRW THE WIN 1T4A'S459OR UNE 411l BE I/O• DM AND 4N11 N01 EKCEED 16, Al AUN 1RANS41S510N GABLE wLL BE TERMINATED AT A 9ERI204 WIRELESS POL4PHASEB PROTECTOR LOCATED CHIN 1'-9' OF NE EWP4ENT SHELTER, 17. W1540 CABLE LE1OTHS PAVE BEEN OFERNINED BASED ON VISE PLANS, Ca1AE LENGTHS LISTED ARE APP0OKIWIED AND ARE N01 VENOM TO BE USED E0R Ftg'(G10N ODE 10155 CO1,11015 AIDAL CAE LWGNS RE0114, CG✓TH4C1GR M0S1 1E0D lciiFa AAEN4 CABLE LNG'fi POOR 10 ORDER, 1B. ALL BEN CABLES ML BE COLOR CODED AT FOUR LOCATIONS: AI AT ATN4 PRIOR 10 JU44R, B) AT RN BORON W THE 10wER, C) E61ER1OR per OR THE wAvE DUNE ENTRY PORT (AT THE S4R1ER%URINE1 4lla, 0) ;NITRO DF ME SHLTR/CABINET. '9. PLL w4N CABLES TOLL BE GROUNDED AT, Al AT NI ANTENNA MOONING PIPE, BT MIDDLE OR NE CARE RUN 6' REEL 200', C) PRIOR TO ENTERING EOURAENI SHRRA/OABNET (N11IN I' Of EN1RfI, 20. PRWIDE AT IEAS16' OF SUCK IN THE CORN C04K41 CABLES AT THE DOJEP TOP 10 PROVIDE FOR FAURE CONNECTOR RPUCEMENT, 21. P,4CNDE A CABLE DRIP LOOP AT NE BOTTOM of THY 104R BELOW THE 1CKER BOTTOM C4WND CONNECTIONS ASO AS ME a4LE 144SI10NS 10 ME SHRIEK/UB64E1, L. A4TNNAS AND COAY 10 BE Pd47,7 BY 91E201 IMES& CONTRACTOR TO COORDINATE GEARY. PROJECT INFORMATION I. THIS IS AN UN4x9NE0 iACIU1Y AND RESTRICTED ACCESS EOUIPMSNI ANO WILL BE USED FOR THE 1R4NSMTSS10 AS RADIO 9GN41$ FOR THE PURPOSE OF PROVIDING PUBLIC CELLULAR SERVICE l NW5DFI IRISES CERTIFIES THAI RAS TELEPHONE E0UP4EM FACILITY will BE IRKED ONLY BY MFIHON MNRESS E1P1OKE SERVICE ,PERSONM1 FOR REPAIR PURPOSES ONLY, THIS FACILITY S UNOCW4ED AND NOT DE5160E0 FOR HOWN OCCUPANCY NUS IT IS NOT OPEN 10 ME PUBLIC. 0, TENS FAGu11 *IL CONW*E NO UNREC0VE4461E ENERGY, 4, N0 POTABLE w41ER VAT 5 TO BE PROVIDED AT NIS LOCATION, S. ,NO TASTE w4TR WILL BE GENERATED AI THIS ;QUIDS, 6, NO 50L10 WASTE ILL BE GENEat•AJ Al ENS LOCATION. 1, CAROM weans PARTAKE CREW (13ICALY ONE PERSON) COIL oat AN AVERAGE OF ONE TRIP PEA MONK AT ONE HO'J9 ALA V51. ALL OM GROUND L.P45I GA SAUCE RAM RATWDE7 A/C AP CONOAWNG REV AIMED PI PRESSLRE TREATED APP40X APPROXIWTRY GC GENERAL 09400101 ERN PROJECT AE AbNU11 6RND GATED PROP PROPERLY GIP BD GIPSUN WAl BOARD (P) PROPOSED BLDG BUILDING B1K BLOCKING HE HEIGHT 0T1 DOWDY NVAC HEATING *595U5ON AR COG CEILING CW450N9G RED REQUIRED q CENTERLINE NOR H2R120NT41 RN ROW CLR CLEAR KQ ROUTE RO ROUGH DITCHING CDNC CONCRETE ROW RIGHT OF we CONS! CONSIRuCIOR N NCH CON1 CONI4UW5 NFO NF04WION SH1 SHEET ° INSIDE °NNEER Sim SINHAR OEI DE1Al NSUL 1NSUU10R SPEC SPECIFICATION DIA DAAE1E4 N1 INTERIOR SF SOUARE FOOT DAG DIAGONAL BC INTR44114NA. BUIIDM66 COOS SS 4ANLES5 STEEL DIM DIMENSION Sil AEEI oeL 000BLE BS POUNDS S1R0C1 S15UClIRA ON DOME STD S1J0 OK C4wING 4104 NAw,WP SGiP SUSPENDED MFR 4A0FACN4R EA EACH kW W0MEW 1HRJ 1HR000H ELEC ELECTRICAL NECH MEC44NKAl WANG TINNED ELN ELEVATION 41, META 1m 10GL EO EWA MIN MINIMUM EWIP E0UIP4EN1 IN5C *ISCEUANEWS UC UNDERGROUND (E) EXISTING LINO UNLESS NOTED 01NERMSE EX1 EXTERIOR N/A NOT APPUGABLE OF (ERNY IN FIELD FIN 1N15H NIC NOT N CONTRACT VER1 eeen% TER R00R NTS NOT TO SCALE FLUOR Ru0RE5CEN1 wP wATR PROOF FT FOOT 0C 04' CENTER M/ OFF 0D 2U1SIDE DUWE1ER w/D w1H0u1 - DGP - U6 PO*FR CONCC1 0G1 - VG T! C0 CONDUIT TOTE L0A0 PATH CONSIDERATION 9PEL BE MADE AND CRTOE COMPONENTS AH4YEE0 MIEN FUG AND RAPE ARE DIRECTLY AIACt10 APP1R1€NAtKES °R ANIENNS. REVIEVIED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City of Tukwila BUILDING DIVISION L BEM LYE ol4N6S 0166144061M wll1 *A Wow M64595*Mors 41M1 EI1964 Ame, O *4E616 41 wow A RAM 590 N& 6E W,[IFJ11D 11AAA PRO WMI4 APPw,1E wow 696 WI Ww Ow ME 90%E2EC 6111Q Y16Y 9440 41 EWNa wq g¢M141616 Wm NE PA14117 MBA IERNMIO 100.00I64 MIMG 0159119E4116 BEN NE 8504111 NA 6E NW mow AIG5 M Ns4am. 8259 22:44,31.04'00' ROBERT JERRY TIARA LENSED ARCHITECT STATE OF 850HINCTON 8259 CONSTRUCTION D 06/26/19 i99U® FOR PEW A 00/27/19 ISSUED FOR RENEW 004 veraoti **4444*414 Ten: CROWN V CASTLE T 555 WESTUNE ARE N, 66E5 650 SE4'TL6,0696165 IMPORTANT NOTICE RILE Tam: 1!• MORRISON HERSHFIELD 61A STEWART St, SAD WILE, RA(M01 1et2Dh1653710 oxvcrisonTergiettoorn NE DISK CONOIN REINESEA'1ED HEREIN ARE BASED ON MIA. WSERVAlioNS AND WFOiW1104 PROVIDED 9Y OTHER. MORRISON HERSHIEIG CORPCR410N CANNOT CJAAANTEE THE CCF0ECIVESS NCR COMPLTE1ESS OR ME EXISTING CONDITIONS SHOWN AND 4SSLN1ES NO RESPONSBILITY 15REOF, CONTRACTOR AND PS 4Jd-CO09CIORS S411 TSIT THE 511E WD 0.90 AL 9511NC CONDITIONS AS REWIRED FOR PROPER MUTTON OF PROEC1, REPORT ANY CONRICIS OR 5SCREPANUE510 THE C0'6DL1AN1 PRIOR 10 CONSTRUCTION. LEGEND NOW M6. BU# 825999 MILITARY & 21tlICHURCH MP 3I4SI4 mar 111141U WA RIM RECEIVED CITY OF TUKWIL AUS 012019 PERMIT CENTER A BUILDING9JALETNL SECTION L KINSER SHEET NJNBER WHERE 04ALE0 REFERENCE LARGE SCALE DETAIL SHEET NONBER *HERE DE1ALED ELEVATION DETAIL BUG DUAL NUMBER NWBER OEA ED Drawing lb: GENERAL NOTES AND SYMBOLS RPjKI NMnte 180286 Obi WE 03/25/19 Dm**, RR lB Praj1d Now RKL Aro4HM410 of FM:tmt Rl RM4IM NG n SNMI Na T-2 Noowwhafs below, Call before you dig, //1, / //// / / 1e' ), orr Si; TAN PARCEL: 1623040165 E66➢N6 BMX (IYP.I //////// /////// EA60NC WU3EN1 BILK (PP.) h0 FENCED CONPDUND ' 0SI20N 6ROEC 44 30 FI APUIBD AREA /e/// 1///7//l 25151199 PAP994 106 TAX PARCEL: 1623049159 ELI67N0 L11491C40N6 T+P.) E5IS774 ACCESS DRM —••—•• P9OPEREF ANE(EFR,) •—••—••—••— 4I06'-II' ME NG 51'-10' STEAM RLIIJOUS mB01 TAX PARCEL: 1923049162 3 140th SIRS NOM 1116 6 NOT A SLATY, AL NFORNA110N AND TRUE BORN NAVE BEEN 061ANED FROM ERIS1NC RINGS AND JURISDICTIONAL DES FFORNATION AND ARE APPR061MA1E. 2'?l' TAX PARCEL: 1523049264 REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City of Tukwila BUILDING DIVISION S 140th STREET ECEIVED CITY OF TUKWILA AUG 012019 RMIT CENTER 26 410)00 44114 2664111 A6161p1 L. 614E64 14 WI W6AonA U NA 606a of o4916 4 WSW 004WGwma610 44 041113411 It WOWED *WNW 6D111 MS* ILL I444 6916 7 Da VW N6 S160646 FM WIT 6VSLL a Woe 49 4011.106 6BwN D6 E4n1617 MEN MOD 9964061 CM Ytl6RW 2272666 WV I L S FOX 0964.401 16476 01 76 RV, 8259 ROBERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 06/26/19 ISSUED FOR PEW A 03/27/19 ISSUED FOR R&D Rio on uerimrri anairmt2 n Tar '`CROWN ,CASTLE IS1SNf67 A,aEAVEN,60I1E6W SEAT7LE,WA98159 ME 1mm: 111. a �t: MORRISON HERSHFIELD BBB MART DT, ROB Era S6AT11.LAP6610 1,060.2693277 weeronEaeMr,NeB,mm BU# 825999 MILITARY & 27thICHURCH MP 3118 S 14pIh Far AkYl9+l RA 96166 Drawing 1/240 SITE PLA Prajwal Ratan Ia00366 SroA Dab: 03/25/19 Gro*4r, RR D,W. Le Ilannfor RNL Rohl2d a1 Road RL RMdo6 No: 0 SMM Na A-1 2410' SC4L 1• . 20'-0' 11%17' SOLE: I' . 40'4 SITE PLAN 1 C°SANG GiX'N SLoKLATS FENCE X/ NNh SA1S EXISRNG T-YOBtE UIM' H-FRARE X "" EASIING EONS 4W GATE EIISU X—X � 1X—X 1 WHOLE NC NEIER 117,1) N E0SINC T-NOSY PS ARTENH4 G EF1S1190 SNB-UPS DUX DREXER YOUN`ED TO NSW (TYP.) N DM SYE AM WIMPY WI C. 6YN% 4 ME MAIM a AYW EPOS 01 MPS W Wa° OI YOOTAID WNA1 XIY SgLL K WOOED MA WYq leg ,' Mak YA PIMA E916C X05 MX et UMED IV ICAST Mott Obn4S 40 RPM RON 14 RIVIIT Of Ytidq E NImEOa �a0AX1l CIO MD lX$NOI 0 Wit Y10 WIL EFl10.0A Oh III 8259 STATE REGISTERED ARCHITECT R HGTON 0 ROBERT JERRY LA2A LICENSED ARCHITECT OF WASHINGTON 8259 CONSTRUCTION 0 06/26/19 SUM FOR PEW EASING [MY IAFENCE XJ X 0 I< A 03/27/19 9SUE0 FOR RENEW Date Retitle NNYI SUTS i 'l„' EXIS>NO CURB \Q.0,,, mI �' Id XX o° fXa OWAER YOUNTEO (tt. N0 1-YOIf Nash verizonVOS YIK K IT 6'OR WEIRS NAME FOR X X q Ot (,''' J / /a, / /,' 1 I C X ;, 9 X WPMRN1OEEPLf9EbSESD YCaNPS EO R O 0000 O h, nn PROMO MON 6RElE5 (ONO PAD (l 9I('-3 .,.1— \ ImplmertaOoi Teal: °"°CROWN ,,! CASTLE ISOAM/xEA'hN,SURE0 6EATRE,WA96106 PROPOSE) 6' L WE920N C `!4 I " SNB-UP (RP, AT CACIDID) X b} m n RgAO 2 I , / / X PR�S,D uEPoi�f 9 ( N(�1➢)N/ 61REEESS H•PMYE RA MS— POW R MESS MAW t.16RNi(TP.OP� ,' �/ i;;\ � I I E PROP0 ;0 4EPoi0N w W,WSANfENINNOIeEDON FROPOSfD N•ENAIE P FROPOSEDOrh➢AIT II 3'4' } )�-3' 4 3.-9. \PROPOSED 6'4' H \ C,WN LRM FENCE NJ EVA Et) I I / )uEa2oNwREES$ OE Team: MORR SON 6W STEWART SEATIIE, TYE062S.13,6 wo m>nmm�arshEolim I HERSHFIELD ST, SURE 216 WA B8101 ty ,� 4 l X , NNit SAS YATtN 70 — —% '`'' —X4* R X—X� °`°' k jf�EY`I(J� ZODE / ArP VONPLIANCE d�IED FXISI63 CABLE I( DOG" w/ 60PoI ') 06WE �.') Y JE....,.X _X---X °'� x PROMO + J SEP 24 P019 " City of Tukwila BUILDING DIVISION PROPOSED COMM LxDERoiouo DWLUPROW DUNK ROYPOLelD 10 *0344* LOIJgX / P (9-0"e1 -0-0� PRpPOSfD,'-0' � CA1E ... 15-0' PR0 0 6'-0' 4. CNARI t96f FE1&F N, VRTit S,AS Project Leta; BU#825999 MILITARY & 27(hICHURCH MP 3118 S I,ah S,REET TAM WA RIM DRY GUN WIRELESS PANEL EXrsINc s1'-m' STE47H REOG101S mot PROP)SED 31.1 RO A 2.46SITIR DEEANIIf( PERS .. EDA O YWNTEID 16DN Nl A% 0N61E1, (MO AYItous SX0616 IN PUN 0E0 FOR CURLY; ' SEE E110A1104 ...... (Rain ire. COMPOUND AI\D EQUIPMENT PLANS RECEIVED CITY OF TUKWILA Aus 01 fl i. PERMIT CENTER PIo*XN (Otte 1800396 SWA Mt DS/25/19 An* RR Dagaec LB Project lIcew RKL Prol6aoYnol al Reaa6: RL RMIie No: 0 Shxt Na A-1 Y 1 """�. 2,5k' SWE I/Y •,'-0' 11%17' ,/," • 13 22'i PROPOSED EQUIPMENT PLAN 1 N'Ak' DLL 3/6' • I'-0' COMPOUND PLAN 2 „'I,r SAE 3/16• . r-o z o _ -\ TOP OF EXIS1160 CONCEALMENT AAi 4060E CI EPRaNSSa Yaw a ova a nauraa m am Oa'' MLR RAMPS OW ArA MO mem to ot your mew AA Roo µp 9 cells GIN NXE PAOMJIrI a REM 'Ma'MAU CO 1"A' eGaNNao a a'UT 1 MOO " LOAD PAN CONSIDERATION SHALL BE MADE AND GRIRCA. COMPONENTS ANALYZED WHEN FLAG AND ROPE ARE DIRECRY PRAM TO APPURTENANCES OR ANTENNAS 1. NO WORN SWII COUMENCE WITHOUT NE APPROAD TOWER STR11CNRAL ANALYSIS P PORE SIGNED AND SOW BY A LICENSED PROFESSIONAL ENGINEER ADP SEPARATE COVER, NNW UWNT DESIGN BY WAGNER. 2. REFER TO ENGINEERED DPAWNOS FOR DESIGN/ENGINEERWG OF NONDPOIE AND DS FOUNDAT10N BY 1170ER YANUFACNRER, A10POSE0 !ZY-161 seen Aloe sonBONAl seen S. PROPOSED MLA MOWS SHALL COMPLY WIN NS1D-445 STANDARDS AS REWIRED BY VRIZON, N. M1 EXPOSED FEED LINES 0R COAXNL CABLES (SUCH AS WHEN VIM OUT OF RE TONER TO CONNECT TO THE ANIENN6) µG CANISTER MUST BE PADDED TO MACH X TOWER. B259 ROBERT LICENSED STATE REGISTERED ARCHITECT 0 9.ie 05 04'00' JERRY LARA ARCHITECT OF 8259 WASHINCTON IQP OF N 33* / f1 1 D RAD CENTER Of PROPOSED b /a2112 PROPOSED I1RQ0N // OEM M ENUAS AND ANCWitf EOM OWED WFXIN PROPOSE) MOM CAWS (I6,) , G ts6- Atl \ TOP OF EXSTNG CONCEALMENT � EATING ANTENNA AAPAY (OF OTHERS) 6S1`-10. AOL RIO 00610E OF EXISTING ANTENNAS DIRK AN1pW ARRAY 10 BE 16J.OU1IEB (OF OINEAB) t5I -10" AOL V RIO CENTER OF EXISTING AA :NN4S 11 CONSTRUCTRkI EXISTING CONCEALMENT SHROUD 10 ICTMNO RPM1i fA9'-0' AOL P 11 ±A9'-0' AOL 0 TOP OF ROOMOEMCROSS ARAS / 801101 OF PROPOSED WESTER fu o 0 06/26/19 ISSUED FOR PERMIT BOTTPM OF E%IS1IN6 CONCEALMENT, 03/0l/I9 ISSUED FOR REVIEW BDITON OF PPOPOD NORM tOhER CRESS ARMS fro, Ms Reevla 6'4 t 9-10 ACl ' 18�-0' PROPOSED Slffl GPoSS IV REVIEWED FOR CODE COMPLIANCE 16'-0' TANG E%IB°"G'R)ss ARMB 131 5"'D vet izoli‘i 1 D2(-0'iL IANS(BY)NERS) APPROVED EXS1ING BUILDING EPo0ON WAQi5S (16) CGY RWCE Y6RI61 PV.E RED 61'-10' FUG FIXf SEP 24 2019 City of Tukwila BUILDING DIVISION UISRNG RIDING ImplernentoDaN Toorc °°CROWN vCASTLE 10AASTUNE AVE N,SNIEBPO SFARIE,WAl9l61 ME Te m: MORRISON is SEW61, SEATT TNtG616E.iBTa wxN.rw.1061S1.7370 1 C `-. HERSFIFIELD 6uR100 E,WAW101 m EASING St-9. FOC POLE To R het \ \ \ \ \ \ \ V \ \ \ IY^},e iN,<'� \ \ \ \ \� EXI$ITI6 R TREE PROD ViRZON NRIfSS CPS kAENW; FYIIwED DN PXMPO�D X•iRANF FRAME Eoul PROP) HARE iSS 60'&pWNU%FEkE WIM NNh SUl$ EX66NGCOAX (COG NOUSE) ) iIiI* CITY OF TUKWILq 1 AU6 0120q PERMIT CENTER .i S..y A, 36616G X /1Y�rTOER t'1� Project Info: BU# 825999 MILITARY & 27th1CHURCH MP 71TUKCIA1 1 SIC paling Mc PROFILES I (1 k�{ GRADE 610WER( 1 II � f ) "" EXISiLNG CA4OE 6 iDNERI Ill G7 » Project km* 1800366 Start pan: 03/25/19 VEXISTING 0'-0' AO. ASSUUEO faS7NO 1-MOBILE CAW pi , r d li 1� V DE NG CIA "roo f DNX FENCE W/ OM SLATE +N �` $ 0-011 AGL ASSUMl PRORCdtD VEN2d9 NN0.p`S RWf6Y' EWIP1ENT +I EXISNNG T-MOB1E CABINET (frP) :, 1 ( err I T � I EXISTING CN.UN N�. LINK FENCE W/ ,+' ; 0 NR1l SIA1S Moo RR War l8 Pajal Nonagon RKL Profeleaol of Nat RI. WO No, O NO Na A-^ L EXISTING OIPL,OER OWED TO 1.44S1R17 (TIP.) EXISTING OPLEXFA MOUNTED 10 U61S1RU1 (1P.) tea SG"` 1/W'' g'-o' EXISTING TOWER PROFILE 2 ;;:,`;r ;r4:: o: e , ,�, p� ,' PROPOSED TOWER PROFILE 1 11'41r SCILL IX • I'40' 4 r} 1' Q GPS PNIENNA 1 N0.N0N1 UNIERSLL PIPE ADAPTER NTT BIS14 POST G4S AMENNA VPIAIDNI UN N'ERSAt PIPE AOAP?ER R.N BISk PoS REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City of Tukwila BUILDING DIVISION too suE ea mem e WWI PAMNM w6 Oki OA64I4 Oe VIM 0A WWI x0nN11E6 RA UMW 10 ENO 40N 9NN1 EC MOOS OOP NNYI PlI11 l9bkL L ROW SW a T6 MC et UMW m If URSI ESA oil OW NO RUMS ME RYER Ua1MN arm met ea wNS9Yl 1064110 OK MOW CM PDX DEM RNCN 01 % PENCE 8259 S ROBERT LICENSED STATE REGISTERED ARCHITECT 1Pi>�jR,?e,1N JERRY URA ARCHITECT OF WASHINGTDN 8259 CARSTRUCnON ° 06/26/f9 QED FOR PENT A 03/21/19 SSUEO FOR RENEW Wm pit verizoil YnpkmmYtatlon Ter;,a CROWN v CASTLE 1SmWES'IAKERVE N RUE 60 SFATRE,N'A9f1W SGOL NOT TO GPS ANTENNA DETAIL SWF 5 Ka 0 TO SrAE ;',.; � 10 SOLE 3 PR PLAN NORM UV PER PoWU GLLN PIPE CAP J • 'maiNpeepReNtllemwN6+gdr.S9, Rb ill roleunwniwy died !Mom AN oRROvi Np. � V IN POSNS iS NM idTiL' DRIOfl ERNE ONLY, ERR ro MO POLE KOORAwIKS FOR WING MASTTaryue RHO *XIING FLANGE S0ECITICa@NS OE Tam: MORRISON 6m SEATTLE, 1etN6.25dAN1 mrtarkmhorv9ed,wm � C L1�` FL HERSHFIELD MOM r l ��© 1' ip 1 IeptISN6 rapwlsrva A © I $ t N. t .(.Iw�1 f I� ,,✓r' 1 1111115 �,- ,, Ir� " : I / 4 l�', ` 0©A w9P0. 'Ins16Wdd y � rll 1 0 & 6 R j 11 N /'� 1//t� ( +. i �;� OR ! IN 'a+15' V IN9PCS'NS IS®® + INF KISS tapuN ll!1N RECEIVES CITY OFTUK'NILAmii, AU601 ni9 PERMIT CENTER A ei!li �' i �,� � .. N i' " .: � i, s- 1r' otr f "� LI, 7' OR 510 N PEPS; PRO Sat 1/16' INN IRD N SUL wAD ALL AROUND NE7ER PIA UN6IPUT, W/ P1AjnC EN0 CAPS, FASTENED 10 P0S1 w/ 1/to SIANLESS a-PoUN (hw); VAIN TO 001 PUII I 7� ` 2f924' Bp i0 N I o� TLC) DTECkAiEO ( CENT!? GENERATOR PLUG - ' o m i Project Info: BU# 825999 MILITARY & Ft/CHURCH MP b MEET 1U11M 711E $ 110WA NMI1.0. METEY EQUIPMENT "°AaNERE°°IR095 FlNISI#D GLACE MC PAD APPI1GnON, O:TkL A Dr* rt CONSTRUCTION DETA Ls '0 % 6'NGGNGPER P (N) s/B' Hill NA ADXESNF SCATS, wry N-I/P ENBEONENI R10 CONCRETE (WHERE APPLICABLE) 10.100. WE PPE I A, R PLAi/E6 Gov ProjM Xum6a I800399 SIoA Dolt 07/27/19 Oro** RR Negn. LB WNNSCOPE IN TRI-SECTOR NOUM OR 6PR06tD MA Projem 4dnoper, RRL Proleetlmd of RotDETAIL RL RESAnn No: O 5110 Na A _3 hl Fiaure 1, TOD808PIPEKIiXAssefn*,, Il4101 WKT 0AANTENNA MOUNT ASSEMBLY 1 :, H-FRAME DETAIL 2 1/a' N BRIO cunt �N� IWE (4 PER SLEht EOS➢NG RAVEI(H( OR IXISANC GROUND PNOWDE WATER (MISOPPE) IAF UI 12' 04, (TM DNm ONE Mil WOACO NV CP NA WOG At Mit MANS Of +n ERAMS u WW1 4 M1AIOm a 4494011E m IOe1 9ae19Me R 1ROM4M Mr BNOA Wm101 WNW Nl NNbd 6916 ON ma MOCK mess M at urES1 m+®l Nl aENM6 NO AIMS IOW NW N OMTM m Y NIGCN I1380 a NOM1M. CIO IMAPON ICrBA41D IRA NN ACM umN00O WNW KO l9 Nis *Mt 8259 REGISTERED ARCHITECT 00 b GTON 1. •�I00 ROBERi JERRY ARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 LINPAc1ED BACK nu < 7 ..N .. ' <l J f • l , '7 ` 1/ �/�\ //\ \/�/� '\�� a a i i a �. t i i F. R + _ I + + " i y i + I f f ++ + r t l r + 4 F 14' MN CONC. $UB W/24009 01r D.a FACx WAY (TOP BO 0 TC) Oj4' CNAWfER EXE OP) 'V(WV '1N ,• // //e// I/ "// ,N(d' .?' e ry ��//\//\ /i/AAi�� n 4s rouPUNcs O : O (0ppp 1E�FlF10) C9NPACFD SANG BOND F- �_.`� ..6' S' ( CONSTRUCTION _ _.../ (S) 6' 4CPrD PIPE (IY',) .. ::. L_ / j� 411N UP Mt (II, 0 21OU1949) 0 06/26/19 SAD FOR PERNB 1 A II PER PUN 03/27/19 $SUED FOR RENEW R �e Revue CIA verizonv Imp(emer1atio0 Tema: �„ 'CROWN �N„JuCASTLE $FAN ;�TEdo SEriEAPPROVED e NOTTO STUB -UP DETAIL 4 Ir4'P NNOOTTOOOLE CONCRETE PAD DETAIL 3 FRAME A.N. OF PART DF CAgNEI MDNEUSSS EDu1Per GdCNE1(5) TO BE NECNWICAIir ATTACHED 10 CONCRETE PAO PER MANUFACTURER'S RE'CON6EANIIRDNS (4) 5BOUT 1/9' NB-R IXr0 CON Bolls (4-I/6' (Nato; INFO CONCRETE "CONCRETE LAB 14' 1la( CONC. SUB smB Uo 12' AB09E STAB W/ 2 PUS OF 15 0 12" (NNj. COCOA IN O.D. ETCH WAY (TOP 0 DOTI - REVIEWEDFOR CODE COMPLIANCE S� 24 /OIJ City of Tukwila BUILDING DIVISION 3/4' CruNF(R EDGE (TYP) 1E1D COMP 10 ME AND BLEND INTO EIS114 SRE GRADE NOE Team: MORRISON 6N MARTST, SEAT1IE,WAN101 Te42M211.1710 wn.mvmoNMMEd1om 111 •m HERSHFIELD DOE to Nest Info: BU# 825999 MILITARY & 27thICHURCH MP 3118 $ 148,11 51 T MIA WA 18169 Drawing TRk COSTRUCTIOV DETAILS �e ', Y2 ' , Es VAPOR aWRER StAA 6 NW 4' OF SST WASNED STONE BED 0 PIXINt5ER ON (AWE NEED BARKER �• UNDFR NIL POl9Rh1 P PARE %BORAWE Br PEPANG RECEIVED CONNki SNiEP DIN TOP SO6 (UP TO 2-F)) *Si CLEAN NON-FROST-0SCEFEBLE CITY OF TUKWILA P�FRIN R1''AA �� 96s saw DRY OENTY AUG 01 a ProjM1 Nmn6N8 1600686 Stall Daly 03/23/19 Drolly RR DMlp1Y. LB Psis( Now Rik NolesSral of hot Rt. RM4Nn No; 0 aMa1 A-4 20.30' NOT TO 11'd1' SCALE NOT 10 SCVE CABINET ATTACHMENT DETAIL 2 N:;: No; ro PERMIT CENTER TYPICAL CONCRETE PAD SECTION 1 6' HIGH 111E / FENCE FOOTINGS NOTES UNE POST 6'-0' D.C. AAA 2-3/8' 12'136' 1, ALL MATEROLS TO BE SCHED1RE 40 CORNER & GATE POST 3' 18'MI8' GALVAM0ED Pik 2. CHVN UNN FABRIC TO BE 9 CADGE. ADP Rol 1-3/8' Mg NOTES: L INSt4LL FENCE PER BUILDING CODE 2. GATE POST, CORNEA, 1ERM4AL OR PULL POST SHM1 BE 2 7/61 SCHEDULE 40 FOR GATE MD1MS UP THROUGH 6 FEET 0R 12 FEET FOR DOUBLE SLANG GATE PER ASIN-F10B3. 1. UNE POST: 2-3/6'1 SCHEDULE 40 PIPE PER AS@-F106,3. 4, GATE FRAME: 1-1/24 SCHEDULE 40 PPE PER ISSN-F1083, k AST4 P900, S. TOP RAIL & BRACE RAII: 1-3/61 SCHEDULE 40 PIPE PER AS1M-F1083, 6. FABRIC: 1' 41511 No, 9 GAGE DOWEL) WIRE SECURELY FASTENED 70 1ENSON WIRE, UNEPOST, BIBS CONFORMING TO ASI61-A392, d A4SH10 4 181, 1, DE WIRE: 4WI4UM I I GA GLLVA41ZE0 STEEL INSTALL A SINGLE WRAP TIE WIRE AT POSTS AND Ruts AT MAX. 12' INTERVALS VER1 AND 20' H0R0. INSTALL HOG RINGS ON TENSION MRE Ai 20' INTERVALS. B. TENSION OE: 7 GA GALVANIZED STEEL 0. B4RBE3 MRE 3 SNOB OF DOUBLE STRANDED 12-1/2 WOE 1MSIF0 MILE, 4 P1. BARBS SPACED ON APPROXIMATELY 6' CENTERS CONFORMING TO AS1110 4180, 10. LOC4 O0I4WCE FOR BARBED WIRE PERMIT SNLLL GOVERN INSTALLATION. 11, FENCE SLATS IF REWIRED BY 0IRIBDICT10r4S. EQUIPMENT S OF FEr2CE HORIZONTAL BRACE Rul 3/111 TRUSS ROD FOR GATES 6 0R WIDER EN0 20 20R4ER POST STRETCHER 6W 6AR0 Al IS' Dm. REVIEWED FOR CODE COMPLIANCE APPROVED SE.P 24 2019 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG 0120q PERMIT CENTER CO X41 97iC 07,717, C777L17111Wl Al u4aa4 70 WA OMNI Of E1776 76940 N MA4MNN N MAX run OON SMN1 S 4NOEMm0 MMOA MUM MIL a PROS 69.6 Of 11414AH WEE E0 MI e6 4Ri19A7pa AI GMMWS AO S7717A76 4177 N6 AIM U I0AdOM OWED CORM, WAD M Ie 141 40 040* r NA [ MOO 77N1W701 M EIWn6A106[I, 8259 ROBERT JERRY L66A LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 06/26/19 SSUED FOR PER4C 03/27/19 SSUEO FOR REMEW Dull Plot ver'aolf Impkm7Adelb6 Tom: CROWN uCASTLE 131WES 177 AVE N. VWIE70 SU11.E, WA961WI kE Team aCL MORRISON HERSHFIELD 670 STEWART ST, SUITE 20S SEAT7E,17106101 106260.1716 monal111tt077Tor Project Info: BU# 825999 MILITARY & 21V11CHURCH MP 311E S 14Db 9TREET 1141W WA 08160 AM4np Due; CHA NLINFEP DETAILS E Projd krte r, 1820366 Stott Dolt 03/25/19 RR DNgMr, IB 46row RKL Proloodral of Rued RL Skim !it a SAW No: A-5 24'M3E' Ste NOT 10 SGAIE II'M1r s5E: NOT TO RULE FENCE DETAIL 00 CAW MIS 111.47 5A11411Yk3f 51 6W1646 AMD WI COMM of 55 MICAS 01 56V5W MO MAN3Q4 M 52 5Wg6 la FA 9MM AI MUM) ) M RV V awo0L uA PMNA2 ESuf2 52 AIM M5 suEl®m rr M uS.Ar mew wL MPunm AYa MGM UM 7117 710.71 mrck ffgri CISTE14 556 115 Wrxm21 ALL M P0A04 VM1021 M 5MOr of Aro PRIRM. PROPOSED ARM AND CONE SCHEDULE SkLigl AVxA AOYNN 619 axe "fit 0i M EM MOOOR 7aaU Ott WEN RI MTtiEOiRs Md R a FEFOER M F66L9 MOKOUT 11AMIL LIE 3S6 sr-0' I IJRK71a NIH•65C-R11 - - 6 7/9' - - saTaf 6ET4 ALYNX AC WEN AIMS Y900R 9p0EL LEE11.1 wow REM lEa°OIRM 6*7766T 8259 ROBERT LICENSED STATE REGISTEREDARCHITECT R 0 IN N 2 2:46:03-04 00 JERRY IARA ARCHITECT OF WASHINGTON 8259 LIE 1A0 6T'-0' 1 6 3ID52 NH4-65C-RN - 6 7/9' - - SFCIDI OW AOYUM PMOMMINTS kNOd7 Igal IIMTfa0O6 ELEC el WO OE FET FEE We WOK DOW 11E 76fF 37'•0' I AMPNENOL NN4-65C•R1B 8 7/9' X'i • ANTENNA MWNfS SNLL COMPLY PROPOSED 19A1gM PAYEL jWYYSCOR Nxl-6SC-RtBj PROPOSED NE2BON NEU SS PANEL ANID IW [001461SPE 311N-MC-R29] WOH NSID•MS WEDS KW...- ,/ / I I/ 1 l 1 II I I IA!E \� AS / // , / \ \\ REWMED J / / •CROWN M NI/// SY APRON, — _ ` \ ' -- \ \ \ �\ \ \, \\ \ \POLE \ 1 / // �fAl S 9' PROPOSED Viffia1 YIIMIFSS NMI M1DON [DAMES NW-F¢O-RBI I REVIED FOR6E051ESNARISTSU CODE COMPLIANCEEIENH°0\ APPROVED SEP 24 2019 NOT USED 4 CONSTRUCTKYI 1Y DII Y DIM ,..,.... CITY DIM 1 DIY 2 DIN 3 WEIGHT SECTOR ALPHA Ill ...- 0 06/76/19 ISSUED FOR PERMIT �. 960' �® 9.8 l52 03/11/19 ISSUED FOR EVEN No. Dab Man SECTOR BETA.... verizon J 0 0 E111311111 -9...51- SECTOR GAMMA....- NXN-fiSC-R2B 1 960' III' LI' SL6 lffi .-..- FRONT ^ >r ZIC FY4 7 X — x k ZE NOTES: 1. INSTALL AVER% PER MANUFACTURER SPECIFICATIONS 2 CONTRACTOR 10 TORQUE All MOLWDNG KAR7M4.9E PER MANUFACTURER SPECIFICATIONS Imp4mMtation Team: J V CASTLE IS8SM75TLXEAVEN,SURESa SPATIIE,W459115 ll'o; PROPOSED ANTENNA DIMENSIONS 3 Tm: MDRRISON mA.�X>�PAI L L11..1REfER HERSHFIELD iEiW Urom TOSOD TOMER MAST TOPER Mott ""' MW 9 W[NE75 Bf MIEN MAWFM:NREP PANEL WINNA RAND. ANTENNA ARM MOUNT 10P22 MEI BFA" ' DRANINGS FOR MAST INFORMATION\ Propallola: BU# 825999 MILITARY a 21thICHURCH MP 3116 S 1400 STREET WA MA RI66 Si�_BBD.ffUTF@ City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AVG 01201 PERMIT CENTER Drorla, Tillm ANTENNA CONFIGURAT Oh Project Number, 1BD0386 :,al Date: 03/25/19 RDrof�, S l`r" LB ProjKt YAYOp0c RYL Profu6b6 of Record: RL Woo Na: 0 Net No, 3F-1 14u6' SOL NDT ID SOLE TYPICAL ANTENNA ATTACHMENT 2 I1'Mlr 5'.YP NOT TO SOLE ;i�,'" ;:•;' :°'I'-0' i' I� PROPOSED ANTENNA CONFIGURATION 1 6�°' GENERAL ELECTRICAL OTES LEGE T. EXAMINE NE SRE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK 10GE7HER MAN NE WORK OF ALL OTHER TRADES AND INCLUDE IN Ili BID PRICE Al COSTS FOR WORK SUCH AS EQUIPMENT ANO WRI0 MADE NECESSARY TO ACCOMMODATE THE ELECTRICAL SYSTEMS SHOWN AND SYSTEMS OF PIER TRADES, 2. SIAMT%A1 OF BID INOI 4159 CONTRACTOR IS COGNIZANT OF ALL JOB SITE C5N05ONS AND WORK TO BE PERFORMED UNDER NIS CONTRACT. 3, PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE ELECTRICAL EQUIPMENT AND COMMENCING CONSTRUC110N ISSUE A WRITTEN NOTICE 10 NE CONSULTANT OF ANY DISCREPANCIES 4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION, 5. PROVIDE ALL LABOR, MATERIAL. EQUIPMENT, INSURANCE, AND SERVICES 10 COMPLETE NIS PROJECT IN ACCORDANCE W1N NE CONTRACT DOCUMENTS AND PRESENT N AS FULLY OPP41IO4110 11M SATISFACTION OF THE OWNER, 6CARRY OUT WORK IN ACC0ROA4CE WITH ALL GOVERNING SLATE, COUNTY AND LOCAL C0D3 AND OSHA 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL IIILm COMPANY 15 IT MAY APPLY TO THIS S7E. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UT1L1ES IN 011150I . 8. FABRICATION AND INSTALLATION OF THE C04PUTE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKNASHIP PER THECA STANDARD I-20 BY 0U4LFIE0 PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER S0 AS NOT 10 IMPEDE PROGRESS OF THE PROJECT. 9. DURING PROGRESS OF THE WORK, MIRIAM AN ACCURATE RECORD OF THE INSTALLATION OF THE ELECTRICAL SYSTEMS, 10C41NG EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS, UPON COMPLETION OF NE INSTkLARON, TRANSFER ALL RECORD DATA TO BUCK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT, TO. COINROE JOB SHALL BE GUARANTEED FORA PERIOD OF ONE (1) SO O'ER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY WORK, 4A1ERu1, OR EQUIPMENT FOUND TO BE FPLIII DURING THAT PERIOD SHALL BE CORRECTED AT ONCE UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR 11 GENERA CONTRACTOR IS RESPONSIBLE FOR REDOES➢FUG CONNECTION OF COMMERCIAL POWER FROM THE POWER C04PANY. ELECTRICAL CONTRACTOR SHALL COORDINATE 1195 WORN WITH THE GENERA CONTRACTOR. 12. COORDINATE EXACT TELEPHONE REQUIREMENTS A40 SERVICE ROUR4G WIN LOCAL TELEPHONE COMPANY. APPLY FOR TELEPHONE SERVICE I44ED41ELY UPON AWARD OF CONTRACT. BASIC MATERIALS AND METHODS 1. 41 ELECTRICAL WORK SHALL C0NF0R4 TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND ID NE APPLICABLE LOCAL CODES AND REGULATIONS. 2 ALL MATERIALS ARD EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STAMD4R0 PROD3IS OF MANUFACTURER'S CURRENT DESIGN. ATY EIRS1-CLt3S PRODUCT MADE Y A REPUTABLE' 4ANUFACNRiR MAY BE USED P:40N'JING 11 CONFORMS TO THE CONTRACT REOUIRE4ENIS AND 4EE15 NE 4PPROV4 OF THE CONSULTANT AND THE OWNER. 3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENER4IY AS SHOWN, PRO1DING PROPER CLEARANCES AND ACCESS. CA4ENlY DWAINE ALL CONIR7C1 DRAWINGS AND Fl1 THE WORK IN EACH LOCATION WITHOUT SUBAANTIA ALTERATION, WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONONONS OR OVER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND All OFFSETS, SENDS, P1iINGS AND ACCESSORIES ARE N01 NECESSARILY SHOWN. PROVIDE ALL SUCH I1E4S AS NAY BE REWIRED 1C F7 NE WORK 10 THE CONDITIONS. S. MANI4N ALL CLEARANCES AS REQUIRED Y NEC. 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE PREFABRICATED SHELTER/CABINETS INHERE PENETRATION OCCURS W11H A SNCONE SEALANT TO PREVENT MOISTURE PENETRATION KO BUILDING/SHELTER. 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED 10 SECURE EOUIP4EN110 EYERIOR OF BUILDING. 8. MARE NECESSARY CONNECTIONS FOR BATTERY IN EMERGENCY UGHi DIRE. CONNECT E1IE4OR LIGHT FIXTURE (PROVIDED BY SHELTER 4ANUFACNRER) TO EXTERNAL JUNCTION DO7, CONDUCTORS AND CONNECTORS 1. UNLESS NOTED OTHERWISE, ALL CONDUCTORS SRC. BE COPPER, MNIMU4 SIZE 112 ARC, WON THERMOPLASTIC INSJa10N CONFORMING TO RENA WC5 OR CROSS -LINKED POLYETHYLENE INSULATION CONFORMING 10 NEW, w37. (TYPES 'NM 0R THWN-2). INSULATION SHALL BE RATED FOR RUC CONDUCTORS SHA11 BE COLOR CODED IN ACCORDANCE 4RH NEC. 2. ALL CONDUCTORS LLSED FOR GROUNDING SHALL BE COPPER AND SHALL HAVE GREEN INSULATION MERE wdE4E 4o1ED. 7. FOR COPPER CONDUCTORS 15 ANC AND SMALLER USE 3N SCOTCH-LON DR 11B STA-NON COMPRESSION 117E CONNECTORS WITH INTEGRAL 0R SEPARATE INSULATION CAPS. FOR COPPER CONDUCTORS URGER TWIN 15 AWG USE SOLDERLESS, IDEN1 HEX SCREW 0R BOLT TYPE PRESSURE CONNECTORS 0R DOUBLE COMPRESSION C-CLAMP CONNECTORS, UNLESS SPECIFIED OTHERWISE ON DRAWINGS, 4. UNLESS NOTED GTHE4W5E ALL LUGS SHALL BE RN PLATED COPPER, TWO -HOLE, LONG BARREL COMPRESSION TYPE 5 CONDUCTOR LEN0NS SH4l BE CONTINUOUS FROM iERANNA1I04 TO TERMINATION WITHOUT SPLICES. SPLICES ARE NOT ACCEPTABLE, IF SOLACES ARE UNAVOIDABLE PRIOR APPROJ0. R041HE ENGINEER RUBY BE OBTAINED. 6. CONTRACTOR SHALL VERIFY TENON OF ALL CONDUCTORS RUN AND INCREASE TIRE 512E AS REWIRED SUCH THAT VOLTAGE DROPS DOES N01 EXCEED 5% FOR BOTH BRANCH CIRCUITS AND FEEDERS COMBINED, 7. ALL LUGS AND 1ER41N41ONS SHALL BE TEMPERATURE RATED FOR AN MIN 75' CELSIOS, RACEWAYS AND BOXES I, ALL CONDUIT SHALL, BE Lk LABELED, 2 All. EMPTY CONDUITS INS14LE0 FOR INURE USE SHALL HAVE A PULL CORD. 7. SHEET METAL BOXES SI.A1L CONFORM TO NEW OSI; CAST -METAL B07ES SHALL CONFORM 10 NEW 81 AND SIv21 BE SIZED IN ACCORDANCE WIN NEC UN1SS NOTED 01HER45E. GRDUNDIN6 1, AL LIGHTNING PROTECTION AND SAFETY GROUNDING OF NE ELECIRKA EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE CH THE CURRENT NFPA AND 4120N WIRELESS STANDARDS. 2. GROUND LUGS ARE SPECIFIED UNDER SECTION 7 'CONDUCTORS ANO COK4EC10RS'. 7, All GROUND LUG AND COMPRESSION CONNECTIONS Si41l BE COATED MN 4NR-0K!0AN1 AGENT, SUCH AS NO-OX, NOA107, PENEFRO5 0R KOPRSHIELO. 4. GROUND ALL EXPOSED METALLIC OBJECTS ON BUILDING EATERIOR INCLUDING BUILDING RE DOWN BRACKETS. 5. PROVIDE LOCK WASHERS FOR ALL 4ECSAVIr?i CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL H7ROwARE THROIUHOU1. 6. D0 NOT INSTAL GROUND RING OUTSIDE OF PROPERTY LINE 7. REMOVE ALL PALM AND CLEAN ALL DIRT FROM SURFACES REOUWING GROUND CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE 10 MAINTAIN CORROSION RESISTANCE. B AL EVIEROR GROUNDING CONDUCTORS NCUDIN6 E71EPo0R GROUND RIND SHALL BE 12 AWG SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE, M45 4l GPoUND CONNECTIONS AS SNORT AND DIRECT AS POSSIBLE. Av01D SHARP BENDS. NE RADIUS OF AR BEND SHALL NOT BE LESS THAN B' AND NE ANGLE OF ANY BEND SHALL NOT EMCEED Du'. GROUNDING CONDUCTORS SHALL BE ROUTED 00w 75440 TOWARD WE BURIED GROUND RING, 9. BOND AL EXTERIOR CONDUITS, PIPES MO CN40RICAL METAUC OBJECTS WIN A PENN-UNION Gl SERIES CLAMP, BLACKBURN WV SERIES CLAMP O9 A BURNDY GAR WON SERFS LUMP ONLY, NO Su5S11TNEs ACCEPTED. 10. All GROUND CONNECTIONS SH4l 55 APPROVED FOR THE METALS BEING CONNECTED. 11. ALL E1IERNAI GROUND CONNECTIONS SHA3 BE EX0NER41L41Y WELDED. All EYDNER4IC WELDS TO E1EROR GROUND MG SPALL BE THE PARALLEL TYRE, E7CEP1 FOP, NE GROUND ROOS WHICH ARE TEE EXOTHERMIC WELDS, REPAIR 41 GAVA4I0ED SURFACES TA11uYE BEEN Dr1MGED BY ENOTHER41C WELDING. USE SPRAY GALVANIZER SUCH AS HCLUB LECTROSO1 I15-501. 12, CONTRACTOR SHALL NORM THE CONSTRUCTION IMAGER WHEN THE BURIED GROUND RING S IN51AL0 S0 NE RPRESENTAPVE CAN INSPECT THE GROUND RING BEFORE IT IS WILLED WIN SOIL IJ. FOR VELA FENCE POST GROUNDING, USE A HEW DUTY TYPE GROUNDING CWJP 0R IXOTHPMIC WFID CONNECTION TO POSY. GROUND All FENCE POSTS W7HN 6' OF EOWPME41, 4. INHERE 4ECHANIU, CONNECTORS (TWO -HOLE DR CLAMP) ARE USED, APPLY A L'BERA P401EC1N; COATING OF AN ANTI -OXIDE COMPOUND SIGN AS 'NO OXIDE A' BY DEARBORN CHEMICAL C04PMY ON ALL CONNECTORS. 04ERCURR7N1 h SHORT-NWT/CND FAULT PROiECTION OF APPLICA3L0( 1 CONTRACTOR SHALL RECORD LOD READINGS WHEN SITE wER ORIGINATES FROM A 3m KRNCEi 0 MONITOR h ASSURE A &MINCED LOAD AT THE PRIG SUPPLY. RECORDS SHAM BE PROVIDED TO THE SITE/FACILITY OWNER. CONTRACTOR SHALL CONSULT 4011140NRER'S PUNS, SHOP DRAWINGS AND SPECS FOR INDOOR/OUTDOOR EQUIPMENT LOCATION h INSTALLATION, EUCIFIC SERVICE SHALL BE IN COMPLIANCE WTH ALL RULES h REGULATIONS OF THE URU1 CO. ELECT. CONTRACTOR SH41 PROVIDE EOU'I4ENT MTH HIGHER SHORT-CIRCUIT FAULT CURRENT RATINGS (441b.) AS REQUIRED 10 WEN h EXCEED URUIY CO. MAILABLE SYMMETRICAL h ASYMNEIRICAL FAULT CURRENT LEVELS. FUSES IN SERVICE SWIIONES SH4l BE CUSS 1PK1', CURRENT U41RNG TYPE, 200 31.i.0 NON-114E DELAY, OSCDNNECI S411CHES TO HAVE REJECTION CURS, UNLESS INDICATED OTHERWISE. ELECTRICAL E0uIP4ENIS h PROTECTIONS SHALL BE STANDARD VAC RATED OCHER THAN INCOMING EOUi'4ENT MID/OR UTIU1 CO. k46 RATE AND CON5DERPO ELECTRIC MOTORS FAULT CONT91BL110N, CONTRACTOR SHALL NOT BEGIN CONSTRUCTION OIL 1HS 4AN0410FY ,REQUIREMENT IS NET, IF NEW LOAD IS ADDED CW14C10R BW11 VERIP' h CONFIRM BEFORE CONSTRUCTION THAT 1014 UTILITY 51443E LOAD SHALL KEEP NUM. To (1257 Mar. DEMAND+ NEW LCAD)< 6C{ SERVICE ENTRANCE CONDUCIORS/441N OVER W4REN1 PROTECTION 4MPACIIY, WHICHEVER RATING IS LOWER. U3HTI4G STUB MEET NEC, IESNA AND/OR F41 STANDARDS IF APP40ABLE. PHOTOMETRIC LEVELS SHALL COMPLY WITH LOCA1, STATE h FEOERA RULES. ALL ELECTRICAL E0UIP4EN1 SHALL BE INSTALLED IN 4LCESSIBLE AREAS ONLY. THE ELE0T45Al INAALUTION MULL MEET AL STANDARD REOU'NEMENR of POWER AND TELE- PHONE OUP( COMPANIES, SYMB% DESCPI41104 IL ■ 2 J8 P9 -OH- - uc1- - uGF - 1P/UGC - 1 - P H I-E) n CIRCUIT BREAKER NON -FUSIBLE DISCONNECT S411OI FUSIBLE DISCONNECT SWITCH SURFACE MOUNTED PANEL BOARD TRANSFORMER KILOWATT HOUR METER 0EKO1E5 CABLE OR C0K'D011 NRN'NC UP IN PUN NEW DENOTES CABLE OR CON'W11 TURNING 00wN IN PUN NEW JUNCTION BOX PULL BON TO NEC/TELCO STMXOARDS OVERHEAD UIWNES UNDERGROUND TELCO UNDERGROUND POWER UNDERGROUND POwER/1ELC0 TELCO POWER DENOTES REFERENCE NOTE EYDNEFWC WELD CONNECTION MECHANICAL CONNECTION (eg LUC, C-TAP) GROUND ROD GROUND ROD WIN INSPECTION SLEEVES GROUND BAR PIN AND SLEEVE RECEPTACLE GROUND CONDUCTOR W M7 St9i Mod MOM I$ 410Nl 4Me No WAR CAMS 7 AM FIl01S M CCMMMAW 44OWN 74WWII 9NW19Mu R WWII WV PO MOW I 0001. LAMS 9v¢ 7 AM 5W4 Mt S44C131AD N 1d MAST Mvsr* Nl MOKN 40 MGM Ete AN W1771 7 OM OWED MOWN COOED OWED Y7 Nl AMWl7 Mu M KW OWN K4[W 7141 NUM 8259 ROBERT JERRY IARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 CONSiRUCiION Cd/26/19 ISSUED FOR PERMIT A D3/27/19 ISSUED FOR RENEW No. Doti 9141R ver¢omv AB REVIA VIEWED FOR AFG 4C BEG CRCS CU C/W G.T.T. EC GE GEC GM 4TS NEC 0/H RING SD SE SN 1G9 1EGB 1R MS TYP WP U/G PPC ABOVE FINISHED GRADE AMPERE INTERRUPTING 0444 BELOW FINISHED GRADE CONDUIT CEU REFERENCE GROUND COPPER COMPUTE W11H DRY TYPE TRANSFORMER EMPTY CONDUIT GROUND GROUNDING ELECTRODE GROUNDING ELECTRODE CONDUCTOR GALVANIZED RIGID C0NDU1 1ANOAI TRANSFER SWITCH NATIONAL ELECTRICAL CODE OVERHEAD RIGID NON-ME0ALL'C CONDUIT (SCHEDULE 60 PVC) SERVCE DISCONNECT SWITCH ONCE ENTRANCE SOLID NEUTRAL TELCO GROUND BAN TOWER EXIT GROUND BAN TRANSFORMER TRANSIENT VOLTAGE SURGE SUPPRESSOR TYPICAL WEATHERPROOF - NEMA 7R UNDERGROUND CITY CODE COMPLIAN APPROVED CAR SEER 212019 City of Tukwila BUILDING DIVISIO Loth Tejo: CROWN uCASTLE IRS WES'IAME 44741IAIE 40 SEATTLE, MINIM SAE POWER �°'"iitEIVED CITY OF TUKWILA A1lS01 N4 Mum: m ORRI5ON HERSHFIELD 61!) S1EwAR1 S1, sl9TE 2T4 SEA111F,WA61101 id:206/641770 ww4.IMIWe14Mrs9e4WTI Project MID: BU# 825999 MILITARY & 2112ICHURCH MP 3115 5 14CON MI5 AMNIA M 00160 Dro14rq Rho ELECTRICAL NOTES AND SYMBOLS Pro(94 KuN61r, 1800388 Stott DAM: 03/25/19 -7 RR Project Mow RKL 77414 hld of Rod Rl RW4,IOA No: 0 Shot No, E-1 PER411, 1- lit, I.YlT: N01 USED NEW 24'44' NEEM-7R ENCLOSURE (ABER/SITE TECH CABINET) DOOMED ON B-FRAME PROPOSED 2' PVC CONWrt MN (1) 1-1/4• IN4ERDUCTS AND TRACEABLE 4AAE 1441E FROM NE4A-3R TELCO ENCLOSURE TO ABER CABINET. NOT USED. CASTING ABER RA4DHOLE/PULBOA. COORDINATE 411H FIBER PROUDER t04 NEW SERVICE, NOT USED. 401 USED. NEW (3) j3/0 AK CU, IN D' ANC. EAISY% POLE MN NEW RISER DOWN THE POLE, COORDINATE WIN VIBRY FOR NEW 120/24O4-11-72, 2005 SERVICE TO NERi20N 4IRELESS METER, NEW (14) INTEGRATED LOAD CENTER, NE1A-8R PPC LOC CENTER (PANEL 7Pf) COMPLETE WIN AN IMEDRA1ED AUTOMATIC TRANSFER S411CN, A 200A-2P sr MAN OBCU11 BREAKER 4 A 200A-2P EMERGENCY MAN CIRCUIT BREAKER GENERATOR PLUG, (3) 3/0 r (1) 06 GROUND, 2'C. PROWOE RNC B.F,G, A40 RCS AEG. NEW 2P-2004 ANN CIRCUIT BREAKB IN A(E1ER/MAN c1ROM BREAKER COMBO N11N IMBRUING 0APAG1Y=IWR NC. PROVIDE NEON, ATTACHED ENGRAVED UBEI INDICATING 'NERQON WIRELESS METER'. NEW 120/2401-10-3W, 2001 RATED METER/4WN CIRCUIT BEAKER CORD. PROVIDE NECK, ATTACHED ENGRAVED LABEL INDICATING VER20N MILERS METER', NEW 2WA CAPACTA 2400-50 NEUA 712 NETER SOCKET PER POWER CO. AEOUIRE4EMS. PROPOSED (2) 4' PVC CONOU0 N1TH (3) 1-1/4' LNNERDOCMS AND Wall YULE TAPE FROM BANG TIBER NANDHOEE/PU11B0010 NEM4-3R TEICO ENCLOSURE INSTAL CONDUIR IN A 36' BELOW GRADE TT3NCN. COORDINATE DUCT REQUIREMENTS MN FIBER PROVIDER. BOND TO GROUND RING W/j2 ANC SOLID TARED COPPER, EAISDNG GROUNDED ELECTRODE CONDUCTOR BONDED TO (2) 6/8'%1D' CAPPER CUD RODS SPACED A MINIMUM OF 6' APART, VERIFY IN RELD, NEW NAND HOLE (SEANCE POINT) AT NE BASE OF ME POLE, C00ROINA1E Al REO11E14EN%, FOR NEW 20OA, 120V/240 10, Uv SERVICE WNH POWER COMPANY, NEW 2' CONDUIT FOR EO19P4E1E1 32321E1 REFER TO LOAD CENER DUG, SHEET E-S NOT USED, NOT USED. NEW H-FRWE FOR 2ER120N EO1PME41. CONTRACTOR 10 ARRANGE TO PAY FOR UNDERGROUND UNUfY LDCAION SURVEYS FOR All MRENCRN6. REUSE 554114E BACKTOL AND REINSTATE TO ORIGINAL CONDIDON. INSTALL 6' WIDE METALLIC UNE RED PUSIIC MOB WE 8' ABOVE All BURIED CONUII. N01 USED. NEW RAOO CABINET. NEW PRIMLRI POWER VINO 9.47111 ENCLOSURE. NEW H-1PAAG U0H1 (UNDO CA1 jHRI-LED-PI-4CW-4fl-9VOLT DR WARM), NEW 4 TO 6 HOUR CRANK 1114 UM SWITCH IN WEA1HERPR00F ENO,OSUR0 RECEIVED CITY OF TUKWILA Aid 012019 PERMIT CENTER IEWED FOR COMPLIANCE PROVED 241019 5�/City of Tukwila 41 BUILDING DIVISION NOES I, PROVIDE 11'030' CONCRETE PULL -BRAES AT EVERY OTHER 8E4D OR AS REQUIRED BY D1I1m COMPANY WO ME Maws War©u Kr Am NL LeNWAG OM MOMS M MW LPoIW6 61 mat W WWL6 8 WaMr4W W YaA 99W 4W1 a Wan NW RP 08141) 0e04. Wl ALW,NA6 696 M M ea Get eamal0 N M UI6I AF94A Ai Ara NN NOMM446 Ka M RCM a NialOD Mat co iniesoo M9RI1 NAM MELT ill a 9906401611050 kV Cc rNNoea, 8259 REGISTERED ARCHITECT RA 0 G rN 20 • ►. 46:19-04'00' ROBERT JERRY LARA UCENSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 06/26/19 ISSUED FOR PEW D3/27/19 5SUED FOR f414EW No, Dole uerimnv 62l0mert900 Tear, &SCROWN UvCASTLE 1595Y9411415 AVE 4,990192) 92A111E,NA99I19 AN 116rr MORRISON HERSHFIELD KO START S1,111E200 6FA1110 WP 66101 Tot2W24.1110 8ruriso8INN61 05 Project Ylo, BU# 825999 MILITARY & 2781/CHURCH MP 3118 S I401h STREET 11M4WA WA 961Ed DI0*91Ak: ELECTRICAL SITE PLAN ProjE4 k r* ,, (800386 Moo RR 53/25/1 Projut WNM9er: RNL RofeNMNI of Nat RL RW4Yoo lb SAW W4 E-2 ELECTRICAL REFERENCE NOTES 2 2PA66' SUE ,' • 0-0' 151r SCAE 1' • 64'-0' ELECTRICAL SITE PLAN 1 ........ ....... of NOT USED 0 NEW 24'A24' NEW-JR ENCLOSURE (FIBER/SRE TEN CABINET) MOM AN H-FRAME, ((7\� PROM 2' PMC CONDUCT CH (I) 1.1/4' IN484240 s AND 1PACFA5E MULE TAPE \V' FROM NEEU-SR 111.E0 ENCLOSURE TO FIBER NV, 0 NOT USED, O E%ISTSFRWCE. ING nos NA40NOlE/PULLBOX, COORDINATE 4024 NAIE WPROnCER FOR NEW 0 N01 USED. 0 NOT USED. OB NEW (J) 13/0 AWE CV: IN 3' RNC, 0 EXISTING POLE WITH NEW USER DOWN 1HE POE. COORDINATE w11H M O FOR NEW VV 120/2474-10-3W, 200A 30440E TO 4ER0IDN w,RELESS METER. NEW (TLC) INTEGRATED LOAD CDT, NEMA-3R PPC LOAD CENTER (P4NEL'PP1') 0 COMPLETE WIN AN INTEGRATED AUTOMATIC MR UNICN, A 2004-2P UOUFY MAN CIRCUIT BRE4NER 5 A 2004-2P EMERGENCY MAIN GROUT BREAKER. 0cENFxATOR PLUG. 12 (J) 3/0 r (1) 16 GROUND, 2t. PROYTDE RNC ERG, AND RCS UFA 17 NEW 2P-2004 MAN near BREAKER IN METER/MN CIRCUIT BREWER C000 WITH INTERRUPTING CAPIC.RY•1005 NC, PRONDE MECH. ATTACHED ENGRAVED LABEU VOTING 'ER120N WIRELESS METER'. 8NEw,2))/2,.,,,, 2204 RAT[➢ Mf1FERJMMN CNGID BREWER COMBO, PROVIDE, MECH. APPACHEO ENGRAVED LABEL IN5GRNG % R¢0N WIRELESS METER'. is NEW 20W CAPACITY 240V-II NEM4 3R METER WC PER POWER CO. REQUIREMENTS. PROPOSED (2) 4' RC CONDUIT w1T (3) I-I/1' <NERGICTS NC TRACEOE MULE i6 1APE FROM WS14IG FIBER HWCHOLE/PUIIINOX 10 NE10-3R TELCO ENCLOSURE. SURE. INSTALL cowls IN A 36' BELOW OWE 1RENCN, COORDINATE EXACT REQUIREMENTS WITH FR3EA PROVIDER, 5 BOND 10 GROUND RING W/12 Awl SOLID TINNED COPPER. EXISTING GROUNDED ELECTRODE CONDUCTOR BONDED 10 (2) 6/8110' COPPER CLAD OIB RODS SPACED A MINIMUM OF 5' APAR. VEU'Y IN FIELD. THE BASE OF NS POLE. 0 14 R 74 2� (II20V/240 0O3WTSERV¢E 4TTVH POWER COMPANY, COORDINATE ALL dEOUIREMEu6 0 NEW 2' CDND,aO FEN EQUIPMENT CONEY REFER TO LOAD CENTER DAS SHEET E-5 0 NOT USED, 0 NOT USED. 0NEW H-FRAME FOR VE1N20N EQUIPMENT. 21 CONTRACTOR TO MINCE TO PAY FDR UNDERGROUND UTI111Y IOCADDN SURVEYS FOR ALE TRENCHNIG. REUSE NATIVE B4CKFII. AND REINSTATE 10 DRIGNN C240102 . INSTALL 8' WIDE MEIALUC UNE RED PLASTIC MARKER TAPE 8' ABOVE All BURIED CONDUIT, USED. 26 NEW RNO CABINET, M NEW PRNWt1 POWER AND B41ERT ENCLOSURE 0 NEW H-F"0 DI (MONN G1,Nti1-LED-P1-A0K-NAP:MV0,1 OR EOUFIA,r'NCTN 29 NEW 110 6 HOUR CRANK TIME UDN1 SWITCH IN WEATHERPROOF ENCLOSURE x X I 7 —x —X —� I----X ---X x as Mw suit Lena mai 4NS0 WAR uL WOG ND AOeM Mugs OE urt ERO4 CA !MC 10011X CA KOMAXS 10 ION DM 94AL ID Wan VW Prof Oa cifigoL9A9mnm rt TIC LAZE MThki *AC WC MOMS KW m RAM v 69 1110 NJa116 4410! wq M1n9140 Ai19N wM ra Anal u MOO mswunal kW Of nil AACARI. 8259 STATE REGISTRE RRCH TEC O 0 IOTON 019. ; 9.04100' ROBERT JERRY 1ARA LICENSED ARCHITECT OF WASHINGTON 8259 x I { I A' 00000 n n n ti n 0 i 00 CONSIRUC110N 4� i �� ®® X x Yl A1l A1 g;f \ ' I L i' UGi �DOT UCT U(,T UCT _LIDO _ BEE SAFE[ E-2 f A FOR CONONUA110N I , UP 0 Ofi/26/19 ISSUED 106 PERMIT A 11/27/19 ISSUER FOR REVIEW Na kde ROW FLL1t,OJ1 IIA fJienh verizon� - ' »_ ��[ REVIEWED FOR ! /, ,.-'' mp � m CODE COMPLIANCE APPROVED SEP 2() 4 qO+n L IA9 City of Tukwila BUILDING DIVISION Implerant4Uo4 TenNOi SCROWN CASTLE 1565WESIUNE AVENSN@6J0 SEATTLE, IA4I0 ' AWE 1 MORRISON 6W STEWS1, SFA111EWMN101 14 E�V HERSHFIELD SLUE 2xwerolsonhxstkorn 2002Y'67110 11' SCALE J/B' •''-0'eam ELECTRICAL PLAN 3 Yi 26 u 4 m0 2B g RECEIVEDNo Info; BU# 825999 MILITARY 3&21ThICHHU IAA URCH MP AIRA814 CITY OF TUKWILA 011019 0,34Ilk ELECTRICAL PLAN, VOTES AND R SER DIAGRAM CRUX AID 0 PERMIT CENTER � s-- 861 �24 11CR DOT — —• up — UC1— U01--' — UDP�Ix5 -IIC1—WI—MOT—L3T-021—uc1' UC1— —✓ UOP--LALP UGl UCP^—UDP—ADP— — UGT — UVT, — UC1— UGi , t ■ Projrt1 Note IB003B6 Ste DA 03/25/19 hisr, RR Wig US ProjW Manogeo RN Profmmlonol al Recant: RE Nolo NN. 0 SIMN No E-3 ELECTRICAL REFERENCE NOTES 2 1/''°; �`"`' Al RA 61'a 11 17 SULU NOT TO SCALE RISER DIAGRAM 1 OAPPPDI NATE LOCATION OF l AWC SOUO BARE TARN© GROUND K. GROUND RING SHALL BE FANSO0' BELOW TIC FROST O LE 0R 30' BE10W GRNi WHIC100VER IS GRFAIER, EXACT LOCATION AND NUMBER OF GROUND RODS TO BE DEIERNNEO ON SPE AND BASED ON 'FILL OF POTENTIAL GROUND RESISTANCE METHOD' FOR 110051311E < 5 0114 UNLESS OTHERWISE NOTED, DRNNN GROUND R00S ARE TO BE BURIED Al IS FEfi IN1ER✓115. 0 PRO4OE O/4'X10'-0' LONG COPPER CLAD 511E1(COPPER WELD) GROUND ROD AS SHOWN °BOLIDE INSWEC110N SLEEVE Al GROUND ROD TO SNOW BOND TO EXTERIOR BURIED GROUND RING (MINIMUM OF 4 INSPECTION SLEEVES/ SEE DE1AL 5/E•7). INSTALL GROUND ROD 1N0 (2) FEET MINIMUM AWAY FROM ANY SUB, INSTALL S0 MC 10P OF GROUND R00 TS 30' BELOW GRADE DR FROST UNE, WNICHEVOR 0 DEEPER. EXACT LOCATION AND NUMBER or GROUND RODS 10 BE ESIABLS4E0 ON SPE AND BASED ON 'FALL OF POTENTIAL GROUND RESISTANCE MEEN00' FOR RESISTANCE 0 5 DINS, ALES OMER1ISE NO1E0, DPoNEN GROUND RODS ARE BONDED 10111E BURRO GROUND RING AT 16 FEET INTERNALS. IXIS➢TUG TOWER GROUND PoNO VER11 IN AEU, �}4 12 AWG STRANDED GREEN JACKET COPPER CONDUCTOR BONDING RRU 1O ANTENNA GROUND BAR, 0 EXISTING 12 AMC GROUND FROM SERVICE ENTRANCE GROUND ELECTRODE TO USIING GROUND RING SYSTEM, O6 12 ANC FROM 11-FRAME TO EXTERNAL GROUND RING (TIP OF 2 PLACES). f2 AWG GROUND FROM ICE BRIDGE 4ER11G. POSTS 10 EXTERNAL GROUND RING (MP). 0 Yt AK GROUND FROM VERTICAL FENCE POST 10 EXTERNAL GROUND RING 04 N01 USED, 14 NOT USED. It EQUIPMENT GR0LM0 RING AND TOWER GROUND RING SHALL BE BONDED 1OGEMER IN AT LEAST TWO (2) POINTS USING A St AC SON BARE TINNED COPPER CONDUCTOR, 10 BOND 1D EODPNM WIC E1CLOSGRE USING A MANUF. APPROVED CONNECTION W1H (2) J 2 AWG SOLD BABE CANNED COPPS2 CONKERS ANTI IXD110R0GLLY WELD TO GROUND RING. 17 REFER 1D STRUCTURAL AND ARCHITECTURAL DRYINGS FOR EXACT LOCATION OF ANTENNA(S) AND ANTENNA SUPPORTS FRAME, t4 WEND GROUNDING CONDUCTOR TO 4N'TENIU LOCATIONS AND BOND 1O ANTENNA PIPE MOUNT. USE AN IXOMERMIC WEN AT ANTENNA PIPE MOUN1, SUPPORT CONDUCTOR AS RECC ED EVERY TWO (2) FEET MINIMNA, IS PROVDE 12 S0110 EWE TINNED COPPER CONDUCTOR FROM 1EGB 10 TOWER GROUND RING (VP OF 2), 0 PROVIDE ANTENNA CABLE GROUND BM, BONO ANTENNA CABLE GROUNDING NITS TO GROUND BAR CONNFCDON SHALL BE ME RESPON'SBUUIY OF ME ANTENNA CABLE INSTALLER. BOND GROUND BAR 10 TOWER USING ONE (1) 82 AWE SCUD TINNED COPPER CONDUCTOR, PROVDE A LW USTED 20F0VEC10R SUITABLE FOR ME MATERIALS BEING CONNECT00. PROVIDE EXOTHERMIC WENS FOR BONDS i0 STEEL BEAM OR FRAE t7 ME TOYER IXB GROUND BUS BAR (TEGB) SHALL N I4SIALLED BELOW ME TRANSWSSION UNE GROUND 60 , NEAR ME AREA OF ME TONER AT ME FONT WERE THE ANTENNA TRANSMISSION INES TRACTION RCA ME TOYER 10 ME CABINETS, vE1F1 EXACT LOCATION OF GROUNDING EW FOR PROPER CONDUCTOR LDICIH, GROUNDING BAR PROYDED M' ME ANTENNA CABLE INSTALLER, FINAL EXOTHERMIC MELD FROM ME BURIED GROUNDING RING 10 GROUND BC SHALL BE ME REDPONSI4LIY OF THE ELECTRICAL. CONTRACTOR, COORDINATE w H ANTENNA CASE INSIAML'B FOR SCHEDULE 10 MANE CONNECTION, PROVIDE 0/4' PVC SEEK WITH SWEEP BEND IN NEW AATENW BASE N51A1L10@C FOR CONNECTION OF 1EGB 10 TOWER GROUND RING. 1B EXTEND GROUNDING CONDUCTORS TO RWWNNG SECTOR 301ELINA APE MOUTH MOONS AND BOND WIIP EXPEND WELDS N ANTENNA PIPE MOUNT, SUPPORT CONDUCTOR AS REWIRED EMERY TWO FEET MINIMUM. i9 1Hf TOILER STRUCTURE STEEL SNAIL BE URU0E0 FOR DSSIPATING ME UGNMING DIEM, THE TOYER GROUND PARS FOR ANTENNA GROUNDING 511ML BE DIRECTLY FASTENED TO ME STEEL STRUCTURE WITH S1A1N1ESS STEEL NOTICE A/OR ANGLE ADAPTORS (E.G. PIROD(VWMOIN PART f 161105 OR ELAM - W/0 'NERRr INCUU1pt5. DAS irPE OF INS,M1A1GN SPECIFICALLY PRECLUDES ME LSE 30 INSULATORS BETWEEN THE TOWER 51RUCSARE 01N GROUND EARS 11 DOni NOT ALLOW ANY DRIWRG OF WELDING TO ME TOWER, N0 SOILS RESSTMIY 1ES141 WAS PR)/10ED AT ME TIME OF MS DESIGN. REVIEWED FOR • DE COMPLIANCE APPROVED /` SEP 24 2019 City of Tukwila BUILDING DIVISION NOTES: TYPICAL GROUNDING PIA FDD (2) IEg0ON WIRELESS CABINETS, (I) H-FRAME AND (I) ANTENNA/SECTOR, REFER 10 ARCHITECTURAL PAGES FOR LAYOUT. RECEIVED CITY OF TUKWILA A!6 01 II PERMIT CENTER ra 1ADUAV . ct0r11.01151,91105 DON NO 106t WWI 01 NI FAlgs 01 tNMSa16 00 0 08*5 a YWA1G10M51,11t 0 9MLL EE 0F1A0011WN*N NAa11APR4 040m. /01510.669RS W IN60133EM[ 5I011140 8t N6 0107 3,m, Nl 1Mele6 Ma Petalt16 AOutl NM AATiORf W MN 1610e00 1:0111100 MALTS YON1V1 Nn6'1E15 WA NR 00I001 TILL N PDX C06FAuIM I 1004 o N61F66C1. 22:46:58.04'00' ROBERT JERRY IARA UCE,NSED ARCHITECT STATE OF WASHINGTON 8259 CONSTRUCTION 0 GB/26/19 SSE FOR PERMIT A 0J/27/19 ISSUED FOR RENEW Dotal NANA Vent verimnv Impkmeotot'oo Ten; CROWN CASTLE 0SOSMESRu(E AVE N SWUM SEA1i!E,WA1810e AtE Ton: MORRISON HERSHFIELD 00061ENWTST,, WE 200 6EA111EMAA66101 1N.2692*16010 W.ma0>,8*113m Project Wm BU# 825999 MILITARY & 27INCHURCH MP 3116 S 14DIh Sllai1 NM WA HIM Drawing Mk GROUNDING PLAN AND NOTES Projiel Nm1R. 180078E Start DNA 03/25/19 Drat*: RR Ongnlr, EB 00110 Mang o RKE PrduWd al Root RE R*io4 No Shot No: 24576' SCAM[: NOT 10 SGYE N41r SGYE or 10 SOME GROUNDING NOTES 2 24'36' SCALE NOT 10 SCALE moo SCALE NO110 SOLE GROUNDING PLAN O E-4 POWER CABINET PANEL SCHEDULE (PANEL PP-1) CO 0 SW Me 6A1MLI6AMAI WIWIq MW19W6 NO CO M&iw3 Wrap SDI DM Sul W AAIlENOMX KA Ye oPPRENH. VEMEN'LE MINUS WINN Ittdat ILL PANICS 4 4417C004 AWN WI MOW Cf 10tl01 CM CYCOPAS41. N MEI KM 0911111 ¢Kitha"Ns .� MOP mas 11 BUS VA BS BUS VA A B CLAD WARE CND COD AMPS A 8 AMPS CONO CND TARE LONE) A B FENCE POST 2792 —ANDREW P0U/BA17 CAB3IEI 16 1B 1 NO I +4 2 60 1' 110 16 SURGE ARRESTOR 0 WELD TO — 2792 RECRFlERS " 3 —4F 4 0 EOST(FlSMA81F) ANDREW POU/BAIT GBMEi 16 2' 40 5 +— 6 20 1 /1' 112 111 TELCOGP RECEPTACLE 18018 ARCHITECT 9 ,Nf 61GTON nA a `V"f 00 JERRY IARA LICENSED ARCHITECT LICENSED STATE OF WASHINGTON 8259 I042604 2792 RECTIFIERS " 7 —4 B 20 I/2' 112 112 TELCO GENETNI I IBCREGSTERED GiFGUMPER1i AWG WELOID 2792 A ANDREW POJ/BATT GBNET j6 2 W 9 +-- 10 20 1/2' 112 112 E4IERDR UGNT 332 = ma GUDf -'-'. 2 2792 RECTIFIERS " II —4 12 - - - - SPACE — 2792 ANDREW PDU/BATi CABNEi 16 18 2 40 13 14 - - - SPACE - ----- 2 2792 RECTIFIERS " IS ---► 16- - S SPACE - - _ - 17 -1— 18 - - - PC- ----- 12 AK NC S000 12 AK TINNED SOUR COPPER WIRE -WEND TOCOPPER WARE G0TO * - SPACE - - - - --4KELD 19 � 20 - - - - MACE — - - OPOSIIE FENCE POST EXTERIOR GROUND RING 180 ; RECEPTACLE INSIDE PDU CABINET " 110 110 2' 20 21 +-- 22 - - - - SPACE - !/fs10' GROUND ROD — 180 RECEPTACLE INSIDE BATTERY CABINET " 110 110 2' 20 23 ---♦ 24 - - - - SPACE - - — S SPACE 25 -II— 25 MACE - SPACE - - - - 27 ---► 29 - - - - MALE - - RV' scaNOT TOSCALE TYPICAL GATE GROUNDING DETAIL 5 —SPACE - - - - 29+-30 - - - - SPACE - 11"gr SCALE: NOT TO STYE SPACE - - - - 31 -4 32 - - - - SPACE - CONSTRUCTION SPACE 33 4—!1 .SPACE SPACE - - - - !S —1- 16 - - - - MALE - - MACE - _ _ - 37 4-- ]B - - - - SPACE - MACE - - - - 39 —0-40 - - - - SPACE - FENCE FABRC - — SPACE - - - - 41 4-- 4 - - _ - SPACE FENCE POSE TOTAL VA PIS A I1890 BUS 8 11528 CONNECTED Vk 233138 AMPERES: BLS A 9 BUS B 96 TOTAL 97 0 06/26/19 ISSUED FOR PERMIT 12 AWG RNND SCUD RATED VOLTAGE: 0 120/2OB 1120/210 0 271/480 I FNASE,! 6RE BRANCH POLES 012 019 020 024 030 0361C/IEY ED FOR A 03/27/19 ISSUED FOR RENEW BARE COPPER Wtt EKOON:DWCYLY WELDED RATED RAPS: 0 IOU 1200 0 40 CABINET: I SURFACE 0 FLUSH C CODE 10 MDR GROUND RING FULL NEUTRAL BUS I GROUND BUS IHINGED DOOR I KEYED DOUR LATCH ENCLOSURE TYPE NEAR-!R COMPLIANCE DPIN RIarMWr BRANCH MACES 0 FUSED I CIRCUIT BREWER APPROVED peat PNISHD GRADE m 0 ICON LUGS ONLY l MAN 20CA 'BREW O FUSED STERN All BREAKERS MUSE BE RAID TO INTERRUPT A SHORT CORCO CURRENT OF MINIMUM 42,000 AMPS SYMMETRICAL SEP 24 2019 12 66 TNND SCUD L ACCEPTABLE 0.N:ALNRE9/NODE INTERSECT MODEL WOOLveri�an� BARE COPPER wTO CGROUNDD RING !/4510' GROUND R00' PANEL PP-1 L5 INCORPORATED NiO THE IMEGBAIED WAD CENTER (RL), ALL BREAKER POSEINS 10 BE POPULATED AS SNONN ABOVE KIOSK CIRCUIT BREAKERS iNiENOD FOR OPiRMMI ("1 CIRCUITS ROUTED INSIDE SAME CONDUIT QUAID'S ki UNUSED BRFAIER4 yy.� c TO BE //,��Wt1Y ukwila BUILDING�7DIVISION IA' "lo0y ' - '�'°CROWN ,,CASTLE 1105 N40IL4{F AVE N, SURE IOU SFATUINA9B14 t1'68'sr N01 TO �2E TYPICAL FENCE GROUNDING DETAIL 4 1I'dr SOLDDI TV TO SAE 111d1 ME NO, ro PANEL SCHEDULE 3 EXOTNERAC WELD FlwISHD cRu,E PLY PIPE CAP a � LID SECUR,7Y OK/'1NRI-LED-P1-40N-Nfl-DOLT 40K-WF1-MVOT OR EOVNAEENI (PP) LID SCURRY OF (UMONA Gr OR E0UNN8lf) (r ) kE Ter: MORRSON 600 STEWLART SEATTLE,786101 TM20626,7319 666464466rshle I �j d `.'.. HERSNFIELD Sr, soot 200 .mm I 1El5R/MAN 4RDUR 4166 DUDE P0S1 ELEVA'ION BONDING CONDUCTOR DPo11 WAVE GUDE GRAM'G 8 TO EOUAEHT PAD REO501 TO COW INSIAWOOR !' O4 SD CAS PPE: PRONDE !/16' INK CAP PL /0920M41 GROWD RING O STAKES STEEL THREADED ROD WAVE GUIDE GRASK FENDER WASHER 11P lie STAIMES$ STEEL SEAL WED Ali AROUND 41O 6 HOUR I CRAX RATER IN 24K24 PULL BOX _ — 1 „1 �.l (ILO) Nref�3TED I GENERATOR PWG 4 TO 6 HOUR CRANK TIMER IN WA' R CASE Pmpcl OD BU# 825999 MILITARY & 21ICHURCH MP 3118StoSiPr flank WA 98168 WAVE GLIDE POOP 1k4FADD ROO MICA. GIN END of GROUND BAR ME) TOWARD PAD WEATHERPROOF ENCWsuRE _ LOCO CENER A/-1 A4fENNA CABLE I ¢ =0 _,� CONDUII(s) ROUTED UNDERGROUND TO Geeingilk 6ELECTRICAL, GROUP DING DETA LS & PANEL SCHEDULE N4 IREADEO ROO ANTENNA CABLE GROMDN6 CABLE NUMBER AS FiED'ARED) TOP OF SAB A pN GRWNO PoNG ) / �+ -2' EOUIRkAT GYP) 2 Aw6 RNNm 6RONND'RINGG D7P) CABLE SUPPORT WAVE GUIDE MOUNTED COPPER GROUND BAR PLATE TA. FINISHED gGDE CONOUO WAVE CUM IMNIED GROUND BAR PLATE SUSPEND DBE IOK OF ANTENNA pas. LOG1F KM NUT 4N0 COCK WASHER COMBINATION (MAL) SECTION A -A GRWNDINC CABLE P. NOTE: SEESHEET WAKCmDFOR EDEISUPFCOwIN C A a C IVE D 14 Cm I I _ U Project Nebr. 18W386 Start Dolt. 03/15/19 2'4 01 CLOSEST ICEkgrENmBWDM OROST10 ANTENNA GALE COVER 12 AwG BARE to sOw ASMNBLY PE9 PDTNL ROUTE 73144L SUCH AS TO GROUND SUCH S 6ROU'ND B90 PULE AR PLATE AND W445 6110E POOP ITY �� UKWILA - (:)1' CODMS 0 1 10 ERIS1N6 N4NOHOE/PUILROX 2' CONDM 10 CENTER l FROM WO CAW t 1 l NEW p2 AK SOUS TINNED -]' COIDUrt fRW PE MM' UT MO I COP R GROUND DIG DroNec D„IoNr PmJM Now RKL Professional d Rot RE teat 0 Shot No: E-5 WAVEGUIDE MOUNTED GROUND BAR PLATE INSTALLATION 2 ELECTRICAL EQUIPMENT ELEVATION 1 REAR OF CARNET DP jt DMFD SD D COPPER WIRE SO uu CONNECT 10 12 GROUND TR ' A. POWER 0 °°0000yn/111��//��l ANO NET CABINET 0 0 ° 0 RADIO 0 0 0 0 NO>fS 1. CONDUCTOR Shill CONFIRM 1K011NWG PRO1EC18N um W11N BERZON TIRELESS PROJECT 44148 PRO TO INSTALLATION LL AM L AEN% CABINETS ARE IL LISTED 1950 RWDRJAl11N TECHNOLOGY EQUIPMENT. ACCESSORY 07E4 ]. ALL GROUN8NG CONNECTIONS WIININ DIE EDIANDT CABINETS STAI BE PER THE GUIDELINES OF DIE MANUFACTURERS SPECIFICATIONS PROA➢E [ROUND BM P4 BOFq [AMU TO GROUND RWG EXTEND 10 GROUND RING A/ A 12 AWt SOU/ BARE TINNED COPPER CONDUCTOR (PP) (I)1.0' RADE SR (6) II' WE SIZE KNOCKOUTS g1DOR2U1060 AC1211 REAR ENCLOSURE WAU. CAM* n .a wasmm 5unmana 7Nama w MUM CO mama TO Wac K' SW LC IRMA 11110.11 WPM gm loam 0.6 a n4 ow An ORM aEuama ROWrSI WW WWI u A MD OMB iCU OM ' D co MVVW7FP4 NOEL. 04 IN FEAR OF ENCLOSURE 8259 STATE REGISTERED ARCHITECT 9, , ROBERi JERRY 1PAA ARCHITECT OF W/SHINGTON 8259 (B) .75' IPADE NE KNOCKOUTS REAR ENCLOSURE WAIL . 0 op p NO 2�ANP (, SOLMP I* ACC I17SF2 (OPDONIu)� SUB -FEED LUGS A AMP IAAY NENPAL BONDING JUMPER (SNIPPED DISCONNECIEO) Isos Q Q II 111crON slacDT GROUND 1ERMINA10 iW AMP, ! PN1SE/7 ARE GENERATOR INPUT RECEPTACLE UR EMERGENCY SOURCE W/‚Il-il a i TRANSFER SWitCN onto NORM% SOURCE MEW NA1A'JE SURGE SUPPRESSOR (Msj A�0 1f9 SEAES (6 MODE) CUSTOMER PNONDED MALE PLUG A'SETSOR! 37P - APPIETON PR. ARID044-RS 4 4RE/4 POLELICENSED USEGRW W PMRSEsER f DGNNECTCUTUPShIECOVER..• POW D4TRIBU110N BLOCK tr.:- pAwA�a7 �861 t• ACCESSORi MI EMERGENCY SOON VOLTAGE SURGE SUPPRESSOR (MS) ASCO TSB SERFS (6 MODE) CONSiRUCiION �I' ni � ,II�71�� 1■ ■ u•� [eavv ERN NORd SOURCE O BOWER DISCONNECT EP2) BREAKER 2�A (SOUWE-D), JG1620DC �U' NEURX BOSS �.11 �� EMERCENCf SOURCE �2 1ERMII4RON Mal' 'PERMWENI' o 8ERRoo' ORCGR OW 20U ASCO 0700 SERFS AOTG1A➢C (SDUWE-0), J0L2611C TRANSFER fit0 202 MP B6 INCHES ARE BENDING SPACE EMERGENCY SOURCE SI• SMA$E FOR UP TO (I) 250 'PORTABLE' GENERATOR' 6CM CONDUCTOR PER PHASE 0RG0R 9RU12R 2001 (SOLPRB-0), JOL262000 NOTE: TAd EMBER DOOR dND O C6/26/19 ISSUED FOR PERIAT A 07/2T/19 SUED FOR RENEW Coti RlLtidm Vet verizon ,V/ GENERATOR PLUG 10 BE LOCATED4 CDIAPAA0NF9E SWING. many CONSUl1INFR TO PRONDE PANEL RQ6AISA1 1-BOX SO AS NOT TO ROLA IL LABEL 2436' SCALE 010 SOME ELECTRICAL LPS DETAIL 4 11517' SUIE NOT TO SME 24,TO POWER TRANSFER INTEGRATED LOAD CENTER DETAIL 3 e °t7 ' Tin JCROWN SCASTLE 1605NESIUEAVEH SUITE ea SFAIRE,WA41a ,..........— REVIEWED FOR11 CODE COMPLIANCE APPROVED SEP 21819 City of Tukwila BUILDING DIVISION ATE Team: MORRISON DRO STEAITLEADM Tit21a.266J710 rw.matka HE'RSHFIELD STSUI20° ET melee wW Project kk: BU# 825999 MILITARY & 2781/CHURCH MP 7118 S ma Mr nmiu, NA MIR DA2 Me: ELECTRICAL & GROUNDING DETAILS Proj8t Win 1800196 Start Dap: 03/25/19 DRAY RR COW LB Proj•tl MampIC RIB. Prohuknd DR RAmr6: RL RMi4N N4 0 SLAM 147 E-6 WAVEGUIDE BRIDGE 2 NOT USED 1 i FINISH GRADE 10P of GRINL 30' DEEP IK' WELL CA COVALENT 'p1 ' lw �X ICEG-10Wfm;OR 1p ° I6 CPLWEm1'NEiAMk ]JfdO' COPPER CW f STEED 24cu ROD 00 014 NV MIA MC* W9 el NI WWII 40 A0+6E DOLLJiAS 0, ON EAUS CA aWANK NO MOM a WOMAN ro WA 30111 NIA S ARMED Pill NSA WEN A4XOOL W NICAl61MS VAS NAM AS AMMO If I TAR4SI IRO 1 WIJiS Jiro 01412, CORRAIX NSTra MA OMEN � p 317 N X 8259 STATE REGISTERED ARCHITECT pE TON 019. :18.04 00 ROBERT1i LICENSE JERRY VRa LICENSED ARCHITECT OF WASHINGTON 8259 R III p�I No ro 0 a, m o000 oe_ 8°0 -II -= _COOP FlLL TEST WIl110 wITNNa'�TOP ' 2 SOLD 11NE0 •a�l' COPPER CONWC10fl . 0 ? 112E.� I12E. D ltff.� ZEE p5�DESiip 30.63 `;; \��j \' >S:.Gt DOIHERNIC WEOm coNNCn0N (TYPE-01) i2 AK SOW TINNED WE COPPER WIRE EXOTMERNIC WED CON4ECDON f0 GROUND ROD S/4110 COPPER CUD GROUND ROD CAOWLO CONFECTION (TYPE -PI) CONSTRUCTION Ira SCAL NOT 105G CADWELD GRND CONNECTION DETAIL Ira swe Not D SCALE 9 ;;:,;; ro GRND ROD WITH ACCESS AREA 8 ;;:, ID GROUND RING BOND 7 NEW COW. GROUND KITS Di/ LONG DAL\i TO RX2 COW JUMPER (IYP,) CONEECTOi/ WEATHERPROOFING KIT (11P,) SEE NOTE 2 AFRDJNA OW TO BR DPW (ftP,) NN WS >X1/RAT WE HERPR00FlNC AT `' GROUND KB (1ro.) 6 AWC ISOLATE FROM TOWER HND W/ It TO LOKR TOWER BUS BAR CAPPER A41ENN* GROUND BW,WCH160ATDR6, It 221 0 06/26/19 ISSUED FOR PFRNB A D3/27/19 ISSUED FOR REVIEW WonNOTE Da Au NECILANKX CONNECTIONS WITH 'NOOK' OR WPM EMLU1 CCNPRESSGN DOUBLE LUGS, ATTACH TO CRON BAR 8 NSW. BY ANEWCONTRACTOR (CAD4E10 ME-C'L) No LID' mkt Chat verizon 0 NEW A'f2N'd/4' THK COPPER DOUNO BAR, INSTALLED BD GENERAL CONTRACTOR Cl ANTENNA CARE W�ERP �FING AR (SEE LATE 3)/ CABLE GROUND DI i 0oNJTINs a rD EG ou4omATABEND WI DIRECTG+70UA WREDOWN 1. GROUNDING NIT SHN1 BE PPE OR REMINDED 3, 4FADER PROOFING SC IOU CON SHRINK Emu NOS BE CC CONNECTOR 15 AA SOUNDED COPPER (AQUA MIRE (GRJUNDm 10 CURD BAR). SEE NOTE 1 8 2 AND 10 GROUND DAR, NA PAg1 NUMBER AS B( CC NWUFACRRER, XWN I , Na D.DEUIEIY[ FORD f� CODE COMPLIAN 0 0 0 O 0 O COO 00 O O O O • 0 0 0 0 0 0 0 0 0 O 0 O 000000000000 O' O O O 0 0 0 0 0 0 0 0 MplaNnwuon Trap: JCROWN n STLE v CASTLE ISOSWcs1UK'AVEN31113 BUJ sEArnE,wa*4114 Dom03331 co 0,.)G0 0 .—/ /I7 PC SDUD BARE DNNED CAPPER CROWD WE - CflOUND RING WI OPEN! CABLE MONO KOAT A BEND AND AIMSYJRPUtD DIRECT GROUND IRE DON TO MIEN* MOT BAR, WEARER PROOFING Nu BE DID -PART 1.64E KIT. COLD SHRINK SNOT USED. kE TwXm:PiaBE ■m� MORRISON WO SIEPAWTST,SU1Ei00 SEArn:,WA96101 wTlhm'Imro HERSHFIELD 211'°' B NOT TD GROUND BAR DETAIL 11'dr SONS NOT 10 SAE 1E 6 ;,:,',7: c ; Tom r GRND CABLE CONNECTION 5 '15',,' 40; ro � COAX CABLEAORADI&3IG 4 HNSHE GRADE OR 6RWN0 1pENCH COrMER W1CN SLOPE MD% GNDNNf! TAeE fGR,� SEP 24 2019 ' City Of Tukwila Project ODD BU# 825999 MILITARY & I Q 2T T MP WO s IQ MT NNAt e, 11A NIEO IX1610&SS OF EXISTING MINTED &COLL I I 04 SOIL • m 14 'A-7r , 1 IXOTNERNIC BUILDING DIVISION WED I— -- — I I -= -:. ' ITEUr3XCNF CONWIR �"`"`Tm�"° OoWwl9 Max ELECTRICAL & GROUNDING DETAILS — -;11 I_ EIiCT . CO. COUPACTED WE BED DM 1667642 641E TO BE A MIN. 30' OR BE10w FROST LINE, L N DO sC BE 61ICALLY, N01 10 EXCEED DEGREES FROM DIE VERNA. OF ORNEN a 1 `RING GROUND 2AWG BCD SOD TINED GROUND ROG COPPER CUD STEEL ROD wi N NWNUN 3/151D'•0' I' + E ��E1Y CITY OF TUKWILA All 01 2O flL1'ii6ll, vi'Ni�lr . _ i 'II 6' DIN, "� - —_ _— 3' DIN. m Project RAID 1800386 S21A DDIN 03/25/19 Drafter RR Da,anr. l9 RNLIGI timerPRfofeekd of Rot RrAaew Na 0 SAIo1 NIX E-7 NOT USED 3 ire W M TM POWERITELCO TRENCH 2 N:,; GROUND ROD 1 ONOPOLE REINFORCEMENT DRAWINGS PREPARED FOR CROWN CASTLE SITE NAME: MILITARY & 27TH/CHURCF BU NUMBER: 825999 SITE ADDRESS: 3118 SOUTH 140TH STREET SEATTLE, WA 98168 KING COUNTY, USA DIRECTIONS: FROM DISTRICT OFFICE TURN RIGHT ON 154TH AVE NE AND HEAD SOUTH ABOUT HALF MILE THEN TURN RIGHT ON THE 520 WEST. TAKE 520 WEST TO 1-405 SOUTH. TAKE THE 1405 SOUTH DOWN TO SEATAC AND CONTINUE ON THE SR 518.TAKE THE 99 SOUTH EXIT AND STAY LEFT THEN TURN RIGHT ON SOUTHCENTER BLVD AND TURN LEFT ON SR 99 THEN SHORTLY AFTER YOU TURN TURN LEFT ON MILITARY RD AND HEAD ABOUT A MILE THEN TURN RIGHT ON S. 140TH ST. THE SITE IS NEXT TO THE CHURCH AND THE TOWER IS THE BIG CROSS NEXT TO CHURCH ENTRANCE. LOOK UP, SAFETY CLIMB:'100K UP THE INTEGRITY OF THE WIRE ROPE SAFETY CLIMB SYSTEM MI BE CONSIDERED DURING ALL STAGES OF DESIGN, INSTALLATION, AND INSPECTION. TOWER REINFORCEMENT AND EQUIPMENT INSTALLATION SHALL NOT COMPROMISE THE INTEGRITY OR FUNCTIONk USE OF ANY WIRE ROPE SAFETY CLIMB ON THE STRUCTURE. THIS SHALL INCLUDE, BUT NOT UMITED TO: PINCHING OF THE WIRE ROPE, BENDING OF THE WIRE ROPE FROM ITS SUPPORTS, DIRECT CONTACTOR CLOSE PROXIMITY TO NE WIRE ROPE WHICH MAY CAUSE FRICTIONAL WEAR, OR IMPACT THE ANCHORAGE POINTS IN ANY WAY. ANY COMPROMISED SAFETY CLIMB MUST BE REPORTED TO YOUR CROWN POC FOR RESOLUTION, INCLUDING EXISTING CONDITIONS. ATTENTION ALL CONTRACTORS, ANYTIME YOU ACCESS A CROWN SITE FOR ANY REASON YOU ARE TO CALL THE CROWN NOC UPON ARRIVAL AND DEPARTURE, DAILY AT 800.18E-7011. QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM GPD TO ASSIST CONTRACTORS IN CLASS IV RIGGING PLAN REVIEWS. FOR REQUESTING QUALIFIED ENGINEERING SERVICES PLEASE CONTACT GPD ATCROWNMODS@GPDGROUP.COM, HOT WORK INCLUDED X BASE GRINDING ONLY NA BASE WELDING (AND GRINDING) NA AERIAL GRINDING ONLY NA AERIAL WELDING (AND GRINDING) MP PROJECT CONTACTS: 1. CROWN PROJECT MANAGER LEE BASSETT (206) 336-2885 LEE.BASSETT@CROWNCASTLE,COM 1505 WESTLAKE AVE N., SUITE 800 SEATTLE, WA 98109 2. CROWN CONSTRUCTION MANAGER CODY CRANK (253) 370-6880 CODY.CRANK@CROWNCASTLE.COM 1505 WESTLAKE AVE N., SUITE 800 SEATTLE, WA 98109 3, ENGINEER OF RECORD: GPD GROUP, PROFESSIONAL CORPORATION 520 SOUTH MAIN STREET, SUITE 2531 AKRON, OH 44311 FOR QUESTIONS PLEASE EMAIL: CROWNMODS@GPDGROUP,COM TOWER INFORMATION TOWER MAPPING: TOWER HEIGHT 1 TYPE: TOWER LOCATION; DATUM: (NAD 1983) DOC ID #: 3580199 51.833 FT CONCEALMENT TOWER LAT: 47° 28' 42.13" LONG:-122° 17' 32.56" ELEV: 355 FT AMSL STRUCTURAL DESIGN DRAWING: CCIANO #:1677673 STRUCTURAL ANALYSIS REPORT: NA STRUCTURAL ANALYSIS DATE: NA CCI ORDER NUMBER: 472625 REV #:1 CCISITES DOCUMENT ID: NA CODE COMPLIANCE GOVERNING CODES: TIA-222-H & 20151BC WIND SPEEDS: 110 MP EC ND GUST 30 MPH ICE THICKNESS: 112" RISK CATEGORY: II EXPOSURE CATEGORY: C TOPOCATEGORY: 1 SEISMIC CRITERIA: STRUCTURE CLASS: SITE CLASS: RESPONSE COEFFICIENT (R): CODE COMPLIANCE APPROVED SEP 241019 City of Tukwila BUILDING DIVISION RECEIV AVG 061 TUKWILP PUBLIC WORKS 1.5 D 19 1-SECOND SPECTRAL RESPONSE ACCELERATION (SI) : 0.562 SHORT PERIOD SPECTRAL RESPONSE ACCELERATION (Ss):1.499 DRAWINGS INCLUDED SHEET NUMBER DESCRIPTION S-1 S-2 S-3 S-4 S•5 S-6 S-7 S-8 S-9 S-10 S-11 OPS-PRC-10127 TITLE PAGE MODIFICATION INSPECTION CHECKLIST NOTES TOWER ELEVATION TOWER SECTIONS ADDITIONAL SECTIONS ADDITIONAL SECTIONS ADDITIONAL SECTIONS ADDITIONAL SECTIONS ADDITIONAL SECTIONS SPECIAL INSPECTIONS CHECKLIST CROWN CASTLE CONCEALMENT REINFORCEMENT SOLUTION NO. DATE DESCRIPTION REVISIONS BY GPD GROUP PrieukAMICapMr Yon w 4.)11 mainw 1.192.141 GPO PROJECT NUMBER 2G19777,EDTSSS.0I RECEIVED CITY OF TUKWILA AU6 01 nil HP 01/16/19 SNENAME:MILIT.WiYS 27TWCHURCHMP BU NUMBER B2S999 WO NUMBER 1677073 SITE ADDRESS: 3118 SOUTH 140TH STREET SEATTLE, WA 98168 KING COUNTY, USA ENGIQA BY: ES DATE:1(29119 DFTBY: TJW DATE:1R919 OFTIOABY: CB DATE:IR9119 APR?D TV: INK DATE: IQ939 SCALE: N.T.S. TITLE PAGE PERM ram ER Iq•Dd47 REQUIRED REPORT ITEM APPLICABLE CROWN DOCC BRIEF DESCRIPTION % MI CHECKLIST DRAWING CE0SOW10007 THIS CHECKLIST SHALL BE INCLUDED IN THE MI REPORT. X EOR APPROVED SHOP DRAWINGS CEOSO*10007 ONCE THE PRE•MODIFICATION MAPPING IS COMPLETE AND PRIOR TO FABRICATION, THE CONTRACTOR SHALL PROVIDE DETAILED ASSEMBLY DRAWINGS AN010R SHOP DRAWINGS. THESE ARE TO INCLUDE, BUT ARE NOT LIMITED TO, A VISUAL LAYOUT OF NEW REINFORCEMENT, EXISTING REINFORCEMENT CONFIGURATION, PORTHOLES,MOUNTS, STEP PEGS, SAFETY CLIMBS AND ANY OTHER MISCELLANEOUS ITEMS WHICH MAY AFFECT SUCCESSFUL INSTALLATION OF MODIFICATIONS ON THE TOWER THESE DRAWINGS SHALL BE SUBMITTED TO THE FOR FOR APPROVAL. APPROVED ASSEMBLYISHOP DRAWINGS SHALL BE SUBMITTED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X FABRICATION INSPECTION CED S0WID007 A LETTER FROM THE FABRICATOR, STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH INDUSTRY STANDARDS AND THE CONTRACT DOCUMENTS, SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X FABRICATOR CERTIFIED WELD INSPECTION CE0SOW10007 OEM1019969 A CINI SHALL INSPECT ALL WELDING PERFORMED ON STRUCTURAL MEMBERS DURING FABRICATION. A WRITTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X MATERIAL TEST REPORTS (MTRI CEOSOWIOWi MATERIAL TEST REPORTS SHALL BE PROVIDED FOR MATERIAL USED ASREOUIREDPER SECTION 9.25OF GED-SOW-19097. MMFRS SHALL BE PROVIDED TO THE MU INSPECTOR FOR INCLUSION IN THE MI REPORT. X FABRICATOR NDE INSPECTION REPORT CEDSOW10066 CE05N•10969 CRITICAL SHOP WELDS THAT REQUIRE TESTING ARE NOTED ON THESE CONTRACT DRAWINGS. A CERTIFIED NDT INSPECTOR SHALL PERFORM NOWDESTRUCTVE EXAMINATION AND A REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA NDEOFMONOPOLE BASE PLATE ENGSOW10033 A NDE OF THE POLE TO BASE PLATE CONNECTION IS REQUIRED Alt A WRITIEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X PACKING SLIPS CEOSOW10001 THE MATERIAL SHIPPING UST SHALL BE PROVIDED TO THE MIFSPECTORFOR INCLUSION INTHE MIREPORT. ADDITIONAL TESTING AND INSPECTIONS: NA ONSTRual © � •.. NA FOUNDATION INSPECTIONS CEDS0W10144 A VISUAL OBSERVATION OF THE EXCAVATION AND REBAR SHALL BE PERFORMED BEFORE PLACING THE CONCRETE. A VISUAL OBSERVATION OF THE REBAR SHALL BE PERFORMED BEFORE PLACING THE EPDXY. A SEALED WATTEN REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. NA CONCRETE COMP, STRENGTH AND SLUMP TEST CEOSOW10144 THE CONCRETE MIX DESIGN, SLUMP TEST, AND COMPRESSIVE STRENGTH TESTS SHALL BE PROVIDED AS PART OF THE FOUNDATION REPORT. NA EARTHWORK CEOSOW10144 FOUNDATION SUB -GRADES SHALL BE INSPECTEO AND APPROVED BY A GEOTECHNICk ENGINEER AND RESULTS INCLUDED AS PART OF THE FOUNDATION REPORT. NA MCROPILEIROCK ANCHOR CE050W10144 MICROPILESIROCK ANCHORS SHALL BE INSPECTED BY THE FOUNDATION INSPECTION VENDOR AND SHALL BE INCLUDED AS PART OF THE FOUNDATION INSPECTION REPORT, ADDITIONAL TESTING ANDIOR INSPECTION REQUIREMENTS ARE NOTED IN T 11ESE CONTRACT DOCUMENTS. X POST -INSTALLED ANCHOR ROD VERIFICATION CED.SOW-10001 POST INSTALLED ANCHOR ROD VERIFCATION SHALL BE PERFORMED IN ACCORDANCE WITH CROWN REQUIREMENTS AND A REPORT SHALL BE PROVIDED TO THE MI INSPECTOR FOR INCLUSION IN THE MI REPORT. X BASE PLATE GROUT VERIFICATION ENGSTDd0323 THE GENERAL CONTRACTOR SHALL PROVIDE DOCUMENTATION TO THE MI INSPECTOR THAT CERTIFIES THAT THE GROUT WAS REMOVED ANDIOR INSTALLED IN ACCORDANCE 'MTH CROWN REQUIREMENTS FOR INCLUSION IN THE MI REPORT. NA FIELD CERTIFIED WELD INSPECTION CEDSOW10066 CEOSTD•10069 A CROWN APPROVED CERTIFIED WELD INSPECTOR SHALL INSPECT AND TEST FIELD WELDS, FOLLOWING ALL PROCEDURES SPECIFIED IN CROWN STANDARD DOCUMENTS APPLICABLE TO WELD INSPECTIONS. A REPORT SHALL BE PROVIDED. NDE OF FIELD WELDS SHALL 6E PERFORMED AS REWIRED BY CROWN STANDARDS AND CONTRACT DOCUMENTS. THE NDE REPORT SHALL BE INCLUDED IN THE CWI REPORT. X 0NSI1ECOLD GALVANIZING VERIFICATION ENGS 01p149 ENGBUU10149 THE GENERAL CONTRACTOR SHALL PROVIDE WRITTEN AND PHOTOGRAPHIC DOCUMENTATION TO THE MI INSPECTOR VERIFYING THAT ANY ONSITE COLD GALVAN2I NG WAS APPLIED PER MANUFACTURER SPECIFI CAPONS AND APPLICABLE STANDARDS. NA TENSIONMISAND PLUMB CE0PRG10162 CEOSTD•10261 THE GENERAL COMPACTOR SHALL PROVIDE A REPORT IN ACCORDANCE WITH APPLICABLE STANDARDS DOCUMENTING TENSION 14IST AND PLUME. X GC AS•BUIITDRAwINGS CED•SOW10001 THE GENERAL CONTRACTOR SHALL SUBMIT A LEGIBLE COPY OF THE ORIGINAL DESIGN DRAWINGS EITHER STATING 'INSTALLED AS DESIGNED' OR NOTING ANY CHANGES THAT WERE REQUIRED AND APPROVED BY THE ENGINEER OF RECORD. EOR9FI FORMS APPROVING ALL CHANGES SHALL BE SUBMITTED WHEN THE FOR IS SPECIFYING ADDITIONAL INSPECTIONS DESCRIPTION AND APPLICABLE STANDARDS SHALL BE APPLIED. ADDITIONAL TESTING AND INSPECTIONS: X BOLT PRETENSION VERIFICATION THE CONTRACTOR SHALL COORDINATE DIRECTLY WITH THE MI INSPECTOR TO DETERMINE THE NECESSARY CLOSEOUTS AND/OR INSPECTIONS REQUIRED TO ENSURE BOLT PRE -TENSIONING WAS SUCCESSFULLY PERFORMED AT ALL LOCATIONS NOTED IN THESE PLANS. � ` , :' � ''' .OS} CONSTRCJ@TIO N X CONSTRUCTIONCOMPLIANCE LETTER CED•SOW-10097 A LETTER FROM THE GENERAL CONTRACTOR STATING THAT THE WORKMANSHIP WAS PERFORMED IN ACCORDANCE WITH INDUSTRY STANDARDSAND THESE CONTRACT DRAWINGS, INCLUDING LISTING ADDITIONAL PARTIES TO THE MODIFICATION PROCESS. % POST•INSTALLEOANCHOR ROD PULL TESTS GE0PRG19119 POST -INSTALLED ANCHOR RODS SHALL BE TESTED BY A CROWN APPROVED PULL TEST INSPECTOR AND A REPORT SHALL BE PROVIDED INDICATING TESTING RESULTS. X PHOTOGRAPHS CEDSOW-10007 PHOTOGRAPHS SHALL BE SUBMITTED TO THE W. PHOTOS SHALL DOCUMENT ALL PHASES OF THE CONSTRUCTION. THE PHOTOS SHALL BE ORGANIZED IN A MANNER %IT EASILY IDENTIFIES THE EXACT LOCATION OF THE PHOTO. NA BOLT INSTALLATION VERIFICATION REPORT CEOSOW10001 THE MI INSPECTOR SHALL VERIFY THE INSTALLATION AND TIGHTNESS 10%0F ALL NON PRE -TENSIONED BOLTS INSTALLED AS PART OF THE MODIFICATION. THE MI INSPECTOR SHALL LOOSEN THE NUT AND VERIFY THE BOLT HOLE SIZE AND CONDITION. THE MI REPORT SHALL CONTAIN THE COMPLETED BOLT INSTALLATION VERIFICATION REPORT, INCLUDING THE SUPPORTING PHOTOGRAPHS. X PUNCHUSiDEVELOPMENT AND CORRECTION DOCUMENTATION CE0PRG10283 CE0FRM45285 FINALPUNCHLISTINDICATINGALINONCONFORMANCE(S)IDENTIFIEDANDTHEFINALRESOLUTIONAND APPROVAL. X MI INSPECTOR REDLINE ORRECORD DAAWINGS) CEOSOVY10001 THE MI INSPECTOR SHALL OBSERVE AND REPORT ANY DISCREPANCIES BEPNEEN Ti CONTRACTOR'S REDLINE DRAWING AND THE ACTUAL COMPLETED INSTALLATION. ADDITIONAL TESTING AND INSPECTIONS: X FACTTWINSPECTION dCROWN CASTLE CONCEALMEM REINFORCEMENT SOLUTION (OPSSOW1013 1REV. C& OPS•PRC•10121 REV,C) UNLESS EXPUCITLY WAIVED BY THE CROWN CASTLE M00 PM, ALL NEW CANISTER SHROUDS ARE TO BE INSTALLED WITH THE STANDARD REINFORCING SOLUTION(I.E. BANDING KIT) AND INSPECTED PER FACT TIA REQUIREMENTS, MODIFICATION NSPECTION NOTES GENERAL THEM IS AV ONSRE v50A0 AND HANDS-ON 145PECi104 OF TOWER 51DFIFAn015 WCIUDING A REVIEW C4 CONSTRUCTION REPORTS AND ADDITIONAL PERTMENT CYY.OI8NTA114N PROVOED 6Y THE GENERAL CONTRACTOR (GC(, AS MEL. AS ANY INSPECTION DOCUMENTS RR0V0E0 BY SRD PARTY NSPECICRS.THE All 5 TO ENSURE ME MSTAUAION WAS CONSTRUCTED IN ACCORDANCE WITH ME CONTRACT WCU4ER15, NAMELY THE MODIFICATION DMI4NCS; IN ACCORDANCE WITH APPLICABLE CROWN STANDARDS; AND A5DESIGNED BYTYE ENGINEER OF RECORD 504 N0 DOCUMENT, CODE OR POLICY CAN ANTICIPATE EVERY MOON THAT MAY ARISE ACCORDINGLY, M5 aECR0IS7 5 INTENDED 10 SERVE AS A SOURCE OF GUIDING PRNCPLES IN ESTABLISHING GUIDELINES FOR MWIFICAT YIA'SPEC➢C4. THE MI6 TO CONFIRM N5IALIA110N CONFIGURATION ANO W0.7NNANSNP ONLY AND 5 NOT A REVIEW 0P THE MOCF'CAPON DESIGN4SEI1, Afro THE MI INSPECTOR DOES NOT TARE OWNERSHP OF 141E 1400PIC100N DESIGN. OWY44RSMP OF1HE STRUCTURAL MOD0CANOV DESIGN EFFECTWENESS AND INTEG1OY RESIDES MTh THE FOR Al All TIMES. THE MI INSPECTOR SHALL 45PEC1AND NOTE CONFORMANCE/NONCONFORMANCEMO PROVIDE TO THE CROWN PONTOF CONTACT CROWN POCI FOR EVALUATION. AIL M55HA1 BE CONDUCTED BY A CROWN APPROVED MI INSPECTOR, WORM FOR ACROwN APPROVED M' 14NGUR SEE CROWN CEORST10110 'APPROVED 4I VENDORS'. TO ENSURE THAT THE REOUPEMENTS OF THE NI PAE MET, If 6 VITAL THAT ME GENERAL COERRACIOR IGC) AND THE MI INSPECTOR BEGIN COMI4LN5ATING AND COORDINATING AS SOON AS A PURCHASE ORDER I POI IS RECE0EO, If 6 EXPECTED THAT EACH PARTY Wlll BE PROACTIVE IN REACHING OL5 TO ME 01NER PART. P CONTACT INFCRMAIKSN 6 NOT 1410WN 1r6 GC MOOR i1SPECBOR SHALL CONTACT ME C90w4 POINT OF CONTACTIFOC( REFER TO CROWN CE050W15101,140DIFICATION INSPECTION SOW", FOR FURTHER DETAILS AND REQUIREMENTS. SERVICE LEVEL COMMITMENT THE FOLLONING AECOKNFNDATONS AA'0 9JOGES11pd ARE OFFERED TO ENHANCE THE EFFICPNCY AND EFFECTIVENESS OF SEVERING AN MI REPORT: • 11E GC 31ALL RRONOE A MINIMUM OF 5 BUS'4ESS DAYS NOTICE, PREFERABLY 10, TO ME YY 4SPEC10R AS 10 WHEN ME 511E 5E1 BE READY FOR THE MI10 BE CONDUCTED. • ME GC AND MI INSPECTOR COORDINATE Cl05ELY1M10UGN0UT ME ENTIRE PROJECT. • NHFN IO5S151E, R R PREFERRED IC HAVE ME GC AND MI INSPECTOR ONS1E SIMULTANEOUSLY FOR ANY GUY WIRE IENSONMG 0R RETE NSUBNING OPERARON 5. ��Yy • W16N POSSIBLE, IT 5 PREFERRED TO HAVE ME GC AND MI INSPECTOR ON -SEE DUPING EMIT ,1 DURING ME ERR MI. THEREFORE, THE GC MAY CHOOSE TO COGRDRIATE ME MI CARA y45 AT THEIR DISPOSAL WHEN 116 MI INSPECTOR 50NSRE COD OR REQUIRED PHOTOS CODE BETWEEN THE GC AND MI INSPECTOR ME FOLLOWING PHOTOGRAPHS, AT MINIM1IUM,ARE,OBE TAKEN ANO INCIWE PtWi: • PREGOV5IRUCT10N GENERAL SITE CONDITION • PHOTOGRAPHSWRMG THERENFORCE4IENT MODIFICATION CON5TRUC110N6REC110N DINSPECigNS[P 24 964l •• RAREMATERWIS •• PHOTOS OF ALL CM11CAl DE1A15 •• FOUNDATO MODIFIFA11C1S •• WELUFRPAANT1ON • BOLT INSTALLATION ,• FINAL INSTALLED CONDITION •• SURFACE C0A1NCREP4R • POST CONSTRUCTION PHOTOGRAPHS •• FINAL INFIELD 60ND5ON City of Tukwila BUILDING DIVISION PH0105 OF ELEVATED MOOFICAIONS TAKEN ONLY FROM THE GROUND SHALL BE C0N6DERED IMADEWAIE, 111615 NOIACOMPLETE L51OF REQUIRE() PHOTOS, PLEASE Rff4110CROWN DOCUMENT P CEDS01.1.10001. A GPD GROUP PsafisimalCogaalioo Stinc..544S12.61t 41,00441, 3105R2'M 1451010' NO. DATE DESCRIPTION BY GPO PROJECT NUMBER REVISIONS 2019711.82599991 RECEIVED CITY OF TUKIVILA 00139 n. RP 01/16/19 SITE NAME: MILITARY 27TFVCHURCHMP BD NUMBER:825999 WONUMBER:1677673 SITE ADDRESS: 3116 SOUTH 140TH STREET SEATTLE, WA 99168 KING COUNTY, USA 645000BY',ES DATE:129119 DFT BY: TAN DATE: N29119 DFTIOABY: CB DATE:19119 APRVD BY: PIK DAZE 1Q9119 SCALE: N.T.S. MODIFICATION INSPECTION CHECKLIST REV S2 0 R GENERAL NOTES: 1. ALL WDR4 PRESENTED ON THESE DRAWINGS MIDST BE CGAIRETED BY THE CONTRACTOR UNLESS NOTED OTHERWISE THE CONTRACTOR MUST BE EXPERIENCED W THE PERFORMANCE OF WORN SA AR TO THAT DEEMED HEREIN BY ACCEPTANCE 0F THIS 4S51GNMENI, THE CONTRACTOR IS ATTESTING THAT IS DOES HAVE SUFF101EN1 EXPERIENCE AND MILOY, THAT FE S KNOWLEDGEABLE OF THE WORT TO BE PERFORMED, THAT HE S PROPERLY UCEISEO, AND THAT HE IS PROPERLY REGISTERED TO D0 THIS WORK IN THE STATE MOOR COUNTY IN WHICH I IS TO BE PERFORMED. 2. THE GENERAL. NOTES AND TYPICAL DETAILS ARE APPUCABLE TO ALL PARTS OF IRE STRUCTURE MD SHALL BE READ N CONJUNCTION WITH THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS. 3. NE CONTRACTOR IS RESPONSIBLE FOR OBTAINING APPROVALS FROM ALL AUTHORITIES HAVING JURISDICTION FOR IRS PROJECT AND SHALL NOTIFY THE APPLICABLE JURISDICTIONAL (STATE, COUNTY, OR CITY) ENGINEER 24 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION, 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ABIDING BY ALL CONDITIONS AND REQUIREMENTS OF THE PERMITS. 5, ERECT GUARDS AND BARRIERS PERAFPLCABLE LABOR AND CONSTRUCTION SAFETY REGULATIONS, 6, THE CONTRACTOR SHALL FIELD VERFY ALL EXISTING CONDITIONS, POSSIBLE INTERFERENCES, AND DIMENSIONS BEFORE PROCEEDING WTH THE WORK, REPORT ANY AND All DISCREPANCIES TO THE ENGINEER OF RECORD IEOR) AND FIELD PERSONNEL IMMEDIATELY, ANY AND ALL FIELD CHANGES SHALL BE APPROVED AND DOCUMENTED BY THE FOR PRIOR TO FIELD IMPLEMENTATION. 1, ALL MAIERNS AND WORKMANSHIP SHALL BE WARRANTED FOR 1W0 )2) YEARS FROM THE DATE OF COMPLETED CONSTRUCTION. B USE CNLY THE LATEST ISSUES OF ANY APPLICABLE CODES, STANDARDS, OR REGULATIONS MENTIONED IN THE FOLLOWING NOTES AND SPECIFICATIONS, LINO. 9. ALL WORKMANSHIP SHALL BE IN ACCORDANCE 1MTH ANSI, ASTM, ACT, TA AND RISC STANDARDS AS REFERENCED IN THE APPUCABLECODE, 10. STRUCTURAL ELEMENTS SHOWN ON THESE DR4W1NG5 ARE DESIGNED N ACCORDANCE WTH APPLICABLE BUILDING CODE5SIANDARDS. ALL CONSTRUCTION, EXCEPT WHERE NOTED OTHERWISE, SHALL COMPLY WITH THOSE CODEBSIANDAROS. 11, ALLFMTEA14IS AND EQLIPMENI FURHSHED SHALL BENEWAND OF GOOD DUALITY, FREE FROM FAULTS NO DEFECTS, AND IN CONFORMANCE WTH THE DRAWINGS ANY AND ALL SUBS11M10N5 MUST BE DULY APPROVED ANTI AUTHORED N WING BY THE OWNER AND ENGINEER OF RECORD PRIOR TO FABRICATION AND INSTALLATION. THE CONTRACTOR SHALL FURNSH SATISFACTORY EVIDENCE AS TONE IMOANDOUALIIY OF THE WTERMLS AND EQUIPMENT BEING SUBSTITUTED. 72 ALL MANUFACTURERS HARDWARE ASSEMBLY INSTRUCTIONS SHALL BE FEIGNED EXACTLY AND SHALL SUPERSEDE ANY CONFLICTING NOTES ENCLOSED HEREIN. 13, THE CONTRACTOR SHAH BE RESPONSIBLE FOR NFRTING, NWMAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS N CONNECTION WITH THE WOK(. THE CONTRACTOR IS ALSO RESPONSIBLE FOR ENSURING THAT ALL CONSTRUCTION PROCEDURES MEET THE REQUIREMENTS OF OSHA THE CANER, ANC All OTHER APPLICABLE LOCAL STATE, AND FEDERAL SAFETY REGMA110N5. 14. ALL CONSTRUCTION MEATS AND METHODS; INCLUDING BUT N01 LIMITED 10, ERECTION PLANS, RIGGING FANS, CLIMBING PLANS, AND RESCUE FANS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR RESPONSIBLE FOR TIE EXECUTION OF THE WORT CONTAINED 1EPEN AND SHALL MEET ANSVASSE A10.46 41416ST ELATION); FEDERAL, STATE, AND LOCAL REGULATIONS; AND ANY APPUCABLE'NDUSTRY CONSENSUS STANDARDS RELATED TO THE CONSTRUCTION AC/TRIES BEING PERFORMED. ALL RIGGING PLANS SHALL ADHERE TO ANS1WSSE A10.48 (WEST EDITION) AND CROWN STANDARD CEAS10.10253 INCLUDING THE REARED 4VIX4EMEN1 OF A CUAIIFED ENGINEER FOR CUSS N CONSTRUCTOR TO CERTIFY THE SUPPORTING STRUCTURES) IN ACCORDANCE WITH THE ANNTl4.322 LATEST ED1TIOv) 15. ACCESS TO THE PROPOSED W0R4 SITE MAY BE RESTRICTED. THE CONDUCTOR SHAH COCR01N41E MENDED CONSTRICTIORACTIVIIY, INCLUDING WORK SCHEDULE AND MATERIAL ACCESS, WM THE RE530ENT LEASING AGENT, 16. 11 SHALL BE THE RESP0N516W1Y OF THE CONTRACTOR TO SAFEGUARD All EXISTING STRUCTURES OR BURIED SERYICES AFFECTED BY IRIS CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR TEMPORARILY RELOCATING ANY LINES OR STRUTS AS NECESSARY TO COMPLETE THE REQUIRED WORK, 17, STRUCTURAL DESIGN IS FOR THE COMPLETE CONOIIION ONLY. THE CONTRACTOR MUST BE COGNIZANT THAT THE REMOVAL OF ANY STRUCTURAL COMPONENT OF AN EXISTING TOWER HAS THE POTENTIAL TO CAUSE 144E PARTUL OR COMPLETE COURSE OF THE STRUCTURE, ALL NECESSARY PRECAUTIONS MUST BE TAKEN TO ENSURE STRUCTURAL INTEGRITY, INCLUDING, BUT NOT UNITED TO, ENGINEERING ASSESSMENT OF CONSTRUCTION STRESSES NM INSTALLATION MAXMUM WIND SPEED ARDOR TEMPORARY BRACING AND SHORING. 18. DO NOT SCALE DRAWINGS, 19. THE DRYINGS AND SPEC6ICATIONS ARE THE PROPERTY OF CROWN CASTLE THEY MAY NOT BE REPRODUCED N ANY FORM LMTHOUT THE EXPRESSED WRITTEN CONSEHf4ERMISSON OF CROWN CASRE 20. FOR THIS ANALYSIS AND DEIFICATION, THE TOWER HAS BEEN ASSUMED TO BE IN GOOD CONDITION WTHQU1 ANY DEFECTS. IF THE CONTRACTOR DISCOVERS ANY NEGATION OF AN FXISTMG STRUCTURAL DEFECT, CONTACT THE ENGINEER OF RECORDIMMEOATELY, 21. MODIFICATION WORK SHALL Li COMPLETED IN CALM LAND CONDITIONS OR APPROPR147E RIND SPEED FOR THE TYPE OF MODIFICATION WORK 'MBE INSTALLED, 71. THE CLIMBING FACILITIES, SAFETY CLIMB AND ALL PARTS THEREOF SHALL N07 BE IMPEDED, MODIFIED OR ALTERED WITHOUT THE EXPRESS MITTEN APPROVAL OF YOUR CROWN ROC. ALL ALTERATIONS TO A SAFETY CLIMB'S ORIGINAL M4MJFACTURERS CONFIGURATION MUST BE DESIGNED BY THE ENGINEER OF RECORD. IF THE GENERAL CONTRACTOR FINDS THAT THE CLIMBING FACADES ARE IMPEDED, EITHER DURING ADDING, WRING PREFABRICATION MAPPING OR RIME ONSIIE, THE GENERAL COMPACTOR SHALL CONTACT TE CROWN P0C TO DETERMINE AMETHOD OF RESOLUTION. 23. ANY WORK PERFORATED WITHOUT APREFABRICATION MAPPNG IS DONE AT THE RISK OF THE GC ANDDR FABRICATOR, 24, INPROFER AMP OF NEW BONED 6ARDW4RE DUE TO OVERSIZED, GOWNERUNCHED, OR SLOPED HOLES FOUND ON THE EXISTING STRUCTURE SHALL BE REPORTED TO GPO AND THE TOWER OWNER IMMEDIATELY, INSTALLATION OF SUCH HARDWARE WILL NOT BE ACCEPTABLE AND ALL C0515 ASSOCIATED WIN REMEDYING THE INSTALLATION Nu 6E THE RESPONSIBILITY OF TIE GC. GROUT NOTES: 1. THE GC SHALL BEGIN THIS PROCEDURE AS EARLY AS POSSIBLE DURING ME MODIFICATION PROCESS SO MATE IF ISSUES ARISE, THEY CAN BE RESOLVED WITHIN THE ANDCRAIED MODIFICATION TIMELINE. 2, IF ANY DETERIORATED GROUT EXISTS BEGIN AT THIS LOCATION, REMOVE DETERIORATED GROUT ANT/TIE GROUT AROUID THE NEAREST ONE 0R 1W0 ANCHOR R00510 FULLY EXPOSE THE LEVELING NO. IF THE GC DISCOVERS THAT A HAF NUT OR JAI NUT WAS USED AS A LEVELING NUT, 0R IF NO LEVELING NUTS PRESENT, IMMEDIATELY CONTACT CED AND THE CROWN POC (FOCALLY THE MOON FOR A RESOLUTION. 00 N01 REMOVE ANY ADDITIONAL GROUT UNTIL DIRECTED TO BY CROWN 3. 01HER1VSE, DECK THE LEVELING NUT FOR 11GHTFESS IN ACCORDANCE WITH SECTON 1,3.2.3 OF ENG•PRG12012'BASE PLATE GROUT REPAIR'.IF SEVERE CORROSKIN6MTERAL LOSS IS FOUND OR CORROSION EXISTS TO THE MI WHERE THE LEVELING NUTS UNABLE 10 BE TIGHTENED WHEN OBVIOUSLY LOOSE MMEDUTELY NOTIFY THE CROWN PDC (TYPICALLY THE MOD PM) REFERENCE ENGBUL.10114 'RUST CLASSIFICATION' FOR EXAMPLES OF MATERIAL LOSS. 00 NOT REMOVE ANY ADDITIONAL GROUT UNTIL DIRECTED TD BY CROWN. 4 IN THE EVENT THAT SEVERE CORROSION IS NOT ENCOUNTERED, AND BEING SURE TO GREG4 EACH ANCHOR ROD FOR CORROSION PER ENGEUL.10114 RUST CIASSIFICAl10N', REMOVE ALL EXISTING BASE PLATE GROUT WN,LE CHEC4NG EACH LEVELING NUT FOR TIGHTNESS IN ACCORDANCE WITH SECTION 132,5OF ENGPRC•10012'BASE PLATE GROUTREPAIR', 5 CONSISTENT WITH SECTION 1.3.2,4 OF ENGPRP10012 'BASE PLATE GROUT REPAIR', HAND TOOL CLEAN TO SSPCSP2 AND SOIIEM CLEAN TO SSPGSPI, ALL EXPOSED STRUCTURAL STEEL ELEMENTS, INCLUDING ANCHOR RODS, LEVELING NUTS, AND UNDERSIDE OF BASE PLATE TO THE GREATEST EXTENT POSSIBLE, ENSURE THAT All 0L0 GROUT IS REMOVED 10 ALLOW COLD GALVANENG TO ADHERE TO THE STEEL. 6, APPLY BY BRUSH TWO COATS OF A CROWN,1PPROVEO COLDGALVANQING COMPDJNO TO ALL EXPOSED STRUCTURAL STEEL ELEMENTS BENEATH THE BASE PLATE, AND ALLOW CURING IN ACCORDANCE WITH THE M4NUFAg1URER5 RECOMMENDATION. A UST OF CROWN•APPROVED DIRECT APPUCA110N COLOGALVANQING COMPOUNDS CAN BE FOUND IN EN3ST419149 TOWER PROTECTNE COATINGS GUIDELINES' SECTION 2.1.1, 1. THE GC SHALL PROVIDE PHOTOS OF EACH N4OSCR ROD WTH LEVELING NUT AFTER CLEANING BUT EEPoRL COL0GALV4NL2ATION, AND ALSO AGAIN AFTER COLDGALVA52ATON, FOR INCLUSION N THE MI REPORT. WELDING NOTES: 1. All WELDING S1LMl BE IN ACCORDANCE WITH THE AW501J,D1,1M'SIRUCNRAL WELDING CODESTEEL'.. 2, THE CERTiED WELD INSPECTOR SHALL MOICATE, W A WRITTEN CAI REPORT, THAT ALL WELDING OPERATIONS, PRE-00RNGPOST, WERE CONDUCIO0IN ACCORDANCE WITH ANS DI,I WITH PHOTO/RAP/IS AND DOCUMENTATION SUPPORTING THE ACCEPTANCE 0R REJECTION OF ALL WELTING. FOR WFORMATON, SEE ENGSi410069: GC INSFECTKIN STANDARD FOR FABRICATION AND FIELD WELDING OF S1RUCT1,RA1 STEEL AND ENGS0W-I9007 POST MODIFICATION INSPECTION SOW. AIL CAI CO INSPECTION DOCUMENTATION AND PHOTOS SHALL BE SLMMITTEO TO THEPMIINSPECTOR, 3, ALL NOE SHALL 6E IN ACCORDANCE WITH AWS 01.1. 4. FOR NEW BASE STIFFENERS )INCLUSNE OF TRANSITION STIFFENERS} AND ANCHOR ROD BRACKETS, COMPLETE JOINT PENETRATION CDS SHILL BE 100%INSPECTED BY U, ALL PARTIAL JOINT PENETRATION AND FILLET WELDS SHALL BE IN% INSPECTED BY MT. 5. FOR NEW RAT RATE REINFORCEMENT AT THE BASE OF Tiff TOWER COMPLETE JONI PENETRATION WELDS SHALL BE 10045 NSPECTED BY UT ALL PARTIAL JDIM PENETRATION ANTI FILLET WELDS SHALL I IN% INSPECTED BY MT BUT MAY 6E LIMITED TO A HEGM OF10'-P. 6. FOR NOE OF THE EXISTING BASE PLATE 040L1'EREM44l WELD. GC SHALL REFERENCE ME MI CHECKLIST FOR APPLICABILITY, PLEASE SEE FNGSOW19T933: TOMER BASE PLATE NDE,AD 540-M I I00ST: ADE REWIREMENTSFOR MONOPOLE B45EPIAFE TO PREVENT CONNECTION PRISE, NOTIFY ME E0R AND CROWN ENGINEERNG IMIMEDATELY IF ANY CRACKS ARE SUSPECTED OR HAVE BEEN IDENTIFIED. THE NOE SHALL INCLUDE ALL EXISTING MODIFICATIONS THAT HAVE BEEN'WELDED T01HE BASE PLATE, 7. All TESTING LIMITATIONS SHALL BE FEINTED IN THE NDE REPORT, 8. ALL WELDING SHALL BE PERFORMED BYANS CERTIFIED WELDERS, 9. ALL ABC WELLING ON CROWN STRUCTURES SHALL BE DONE IN ACCORDANCE WIN THE CROWN ENG-RA.10915, 'CUTTING AND WELDING SAFETY PLAN' AND AWS DI.1)LATEST E01➢0N1. THIS SHALL INCLUDE A CERTIFIED WELDING INSPECTOR (CW11 FOR ACCEPTANCE OR REJECTOR OF ALL WELDING OPERATIONS, PREWRWGPOSI, USING THE ACCEPTANCE CALTERIA OF AWS 01,1. THE CW SHALL WORK WITH THE GC ON THE LEVEL OF INTERACTION NEEDED TO CONDUCT THE WELDING INSPECTION. THE CERTIFIED WELDING INSPECT ON IS THE RESPONSMIUIY OF ME GC. 19. FOR ALL WELTING, USE E72XX ELECTRODES FOR SM4'14 PROCESS AND E7XTA ELECTRODES FOR FLAW PROCESS, 340. i1. SURFACES TO BE WELDED SHALL BE FREE FROM SCALE, STAG, RUST, MOISTURE, GREASE 0R Mt' ODER FOREIGN MATERIAL. THAT WOLLD PREVENT PROPER WELDING. GRAD ME SURFACE ADJACENT 10 THE WELD FORA DISTANCE OF Z MINIMUM ALL AROUND. ENSURE BOTH AREAS ARE 109%FREE OF ALL GALVANIZING. 12. DO NOT WELD IF THE TEMPERATURE OF THE STEEL IN THE VICIN7Y OF THE WELD AREA S BELOW5'F. WHEN THE TEMPERATURE IS BETWEEN 9° F ANTI S2' F, PREHEAT AND MANIAIN THE STEEL IN THE VICRMIN OF THE WELD AREA AT 70° F DURING THE WELDING PROCESS. 13. DO NOT WELD ON WET 0R FR05T4COVEAEO SURFACES 6 PROVIDE ADEQUATE PROTECTION FROM NIGH VANOS. 14. WELDING CERTIFICATES MUST BE PROVIDED TO OM AND GPD PRIOR 10 WELDING CONTRACTOR BEGINNING WORK ON S0E CERTIFICATE WILL BEAMED FOR AS PART OF INSPECTION PROCESS. ALL WELDING SHOULD BE PERFORMED BY AN AIVS QUALIFIED WELDER WHO HAS EXPERIENCE WITH GALVAFNIED SURFACES AND IN ACCORDANCE WTH ANSIIAWS D1.1 AND ANSI Z49.10R LATEST EDITIONS. IS. OXY FUEL GAS WELDING OR BRAZING S STRICTLY PROHIBITED. SPECIFICALLY. NO TORCH CURING S PERMITTED ON SITE. All HOLES SHAH BE CUT WITH A GRINDER 16, INSTALL EST )NFPA 791) FIRE BLAT KETAROUNDALLCOAX. ti. MORE SPLATTER AND SPARKS STALL BE ANTICIPATED GIVEN THE PREVIOUSLY GP1V.SURFACE. 18. COAX IS FLAMMABLE AND CAN CATCH FIRE IF PROPER PRECAUTIONS ARE NOT MADE TO SHIELD COAX FROM ALL WELDING PROCEDURES ALL COAX SHALL BE SHIELDED AT AND BELOW EACH WELDING PROCEDURE AJI! ELEVATION. IN WANTON, COAX SHALL BE PUSHED AWAY FROM TOWER FACE WHERE WELDING IS BEING PERFORMED. 19. FUMES CREATED FROM WELOiRIG ON APRESOUSLY GALV. SURFACE CAN BE HAZARDOUS. 20. PRIOR TO WELDING,ALL SURFACES SHALL BE PROPERLY GROUND TO REMOVE GALVANIZING. 21. ALL FIELD WELDS SHALL BE TOUCTED UP WITH A GALVANIZING PANT REPAIR INC OR APPROVED EQUIVALENT). 22. WATER SHALL BE ON GTE, OF ADEQUATE AMOUNT, ND AVAILABLE AT SHORT NOTICE Ai AIL TIMES DURING WELDING ACTIVITY. A MINIMUM OF SN GAl OF WATER SNAIL BE PROVIDE.), WATER SHALL BE CAPABLE OF REACHING HEIGHT WHERE 6ELITTA iS9EING PERFORMED. W ADDITION, A ARM UM OF SIX I6)10 LB. CLASS ABC MUIT1URPOSE FIRE EXTINGUISHERS FULLY CHARGED AND CAPABLE OF DISCHARGE WITHIN 39 SECONDS OF DETECTING A FIRE SHALLBE PROVIDED. FRE EXTINGUISHERS SARI BE STRATEGICALLY LOCATED AROUND COMPOUND AND IN 144E AIR (LE. ON THE MAN LIFT WHERE WELDING IS BEING PERFORMED) 23 FABRICATION NOE SHALL BE REQUIRED FOR ALL FILLET WELDS BETWEEN THE MAST PIPE AND FLANGE STIFFENERS. THESE WELDS SHALL BE 1N43 INSPECTED BY MT. 23. FABRICATION NDE SHALL BE REQUIRED FOR ALL FILLET AEU/5 BETWEEN FLANGE STIFFENERS AND FLANGE PLATES. THESE WEDS SHALL BE 100%ASPECTED BY ND. 24, FAB4CADON NDE SHALL BE REQUIRED FOR ALL C.IP WELDS BETWEEN THE POLE AND FLANGE PLATES, THESE WELDS SHALL BE 1N%INSPECTED BY MT AND UT, 25. FABRICATION NDE SHALL BE REQUIRED FOR ALL FILLET WELDSBEIWEEN THE MAST PIPES ANS FLANGE PLATES. THESE WEL05 SHALL BE 1N%INSPECTED BY MIT. STRUCTURAL STEEL NOTES: L DESIGN, FABRICAIFO4 ERECTION, ALTERATION AND 6441411ENANCE SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTIERMSEIUN01. A 1142224H'. STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS B. ANSI 164d22 INSTALLATION, ALTERATION, AND MAINTENANCE OF ANTENNA SUPPORTING STRUCTURES MO ANTENNAS C. AISC: AKA. OF STEEL CONSTRICTOR 2 ALL STRUCTURAL ELEMENTS SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, 00. A RATE A61MA.512GRADE 59 8, PIPE, ASTIAS3 GRADE 01F4,435 KSIl C. NUTS (ANCHOR RODS), ASIA A194 GRADE 2H D. Al BOLTS, A51M A325 TYPE 1 EALVA412E0 HIGH STRENGTH BOLTS E. ALL NUTS, ASTM A863 CARBON AND ALLOY STEEL WE F ALL WASHERS, ASTM FAN HARDENED STEELWASNERS G. LOCKING DEVICE, SPLITWASHERLPAL NUT 3, HOLES SHALL NOT BE FLAME CUTIHRI STEEL UNLESS APPROVED BY THE ENGINEER OF REC0R0. 4. ALLFASTENERS SHALL NOT BE REUSED, 9. A NO LOCKNG DEVICE SHALL BE INSTALLED ON ALL PROPOSED An86R REPLACED ASIM A72S BOLTS. fill BOLTS,, INCLUDING UBOLTS, SHA11 BE TIGHTENED IN ACCORDANCE WITH AISC SNUG TIGHT' REQUIREMENTS, U N.0, 5. ALL PROPOSED ARDOR REPLACED BOLTS SNAIL BE OF SUFFICIENT LENGTH SUCH THAT THE END OF THE BOLT BE AT LEAST FLUSH WITH THE FACE OF ME NUT, 11 N NOT PERMITTED FOR THE BOLT EN0108E BELOW THE FACE Of THE NUT AFTER TIGHTENING IS COMPLETED. 7. FIO10P GWVAH0E ALL MI5, 1140., GALVANIZE PER A3119 A103, AS7M AI55A155341 CR AS7M A88D GN, AS APPLCABLE. FOR RGH. STRENGTH STEEL FASTENERS' WHERE 1g10PPE0 GALVANIZING S NOT PERMTED MAGNI 565 COATING (0R ENGINEER APPROVED EQUIVALENT/SHALL BE USED, 8. FORA LIST OF CROWN APPROVED COLD GALVANIZING COMPOUNDS, REFER TO CROWN ENGSOU10149, TOWER PROTECINE COATINGS RUILETIM, 9. AFTER FINAL INSPECTION, ALL EXPOSED S7RUCNRA1 STE SA .8" F W06X W11U01NG WELDS, FIELD DRILLED HOLES, AND SHAFT INIERIDRS ( EANEU ANTI coo BULLETIN'. PHOTO APPLIEDDO BY BRUSH INS REQUIRED DT M TjICRQ'jl� kU 1)tgg'[OWER_PRATECTWE COATINGS BULLETIN'. PH010DJCUMFMAiIONISREgUIREDTOE1:6lIBp"JEjj�PANCE 10, All NEW STEEL SHALL BE PANTED 10 MATCH EON P41MEOr >Yn i:i,. _ 'OWN APPROVED PANT C0A1NC5, REFE4T0 CROWN ENGSUL-10149, TOWEA4ROTE RECEIVED CITY OF TUKWILA AU6 01 NI PERMIT CENTER SEP 24 P019 City of Tukwila BUILDING DIVISION NO DATE DESCRIPTION REVISIONS BY GPD GROUP ProhssioNICapordan ,anSMunl ZatIW SW:N3N'. I)XP 01/16/19 GPD PROJECT NUMBER 2019777.825999.11 SITE NAME: MILITARY 27TMCHURCH MP BU NUMBER:825999 W0 NUMEER:1677673 SITE ADDRESS: 3116 SOUTH 140TH STREET SEAITLE, WA 96168 KING COUNTY, USA ENGIOA BY: ES DATE:129119 DPI BY: TAN DATE:129119 DFTIOABY: CB DATE:129119 APRA) BY: JNK DATE:129119 SCALE: N.T.S. NOTES REV S-3 61.63 FT 51.0 FT 51.83 FT 49.0 FT 43.83 FT 41.83 FT 39.83 FT DOPY TOP OF BASE PLATE POLE ELEVATION E F G MANUFACTURER POLE SPECIFICATIONS POLE SHAPE TYPE: ROUND TAPER: NIA SHAFT STEEL: ASTMAS3GRADE B )fr35KSI) BASE PL STEEL: ASTM A36 )Fy=36 KS) ANCHOR RODS: 1.1170 ASTM 61554 )Fp5S KSI) POLE MOD FICATION SCHEDULE ELEVATION )FT) MODIFICATION REFERENCE SHEET ® 4363 6183 INSTALL NEW CONCEALMENT CANISTERS AND MAST ASSEMBLIES, SS,Sb,S•1,8SS INSTALL CROWN CASTLE CONCEALMENT REINFORCEMENT SOLUTX3NS OPSPRG10121 J9.83•S1.B3 REMOVE EXISTING CONCEALMENT CANISTER MAST ASSEMBLY, 6 HORIZONTAL CROSS ARMS, © 39.83.43.83 INSTALL NEW TOWER SECTION WITH HORIZONTAL CROSS ARMS TO THE TOP OF THE DUSTING TOWER, S•5 30'83 INSTALL DECORATIVE CAP TAPERING BETWEEN NEW FLANGE AND EXISTING TOWER SHAFT. S-5 Q 0.0 INSTALL NEW ANCHOR RODS TO THE EXISTING BASE PLATE, S98S-10 Op CONTRACTOR TO REMOVE EXISTING STEEL INTERFERENCES AS REQUIRED TO INSTALL THE NEW MODIFICATIONS. S•9 OA REMOVE EXISTING BASE PLATE GROUT, SEE BASE PLATE GROUT REMOVAL NOTES. SJ © VARIES PAINT NEWIEXJSIING MATERIAL IN THE MODIFIED REGIONS TO MATCH THE EXISTING TOWER FINISH, FOR PARTS NOT DETAILED W THIN THE DRAWINGS AND STARTING WITH'CC1•°, S E THE FOLLOWING CATALOG FOR DETAILS: CED.CAT•10360, MONOPOLE STANDARD DRAWINGS AND APPROVED REINFORCEMENT COMPONENTS. NOTE: 1. ALL EXISTING MATERIAL REMOVED FROM THE TOWER SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE, )PROPOSED EQUIPMENT CONFIGURATION) )18) 716' 1057 FT LEVEL )OTHER CONSIDEREO EQUIPMENT) (BIT TO 49 FT LEVEL ORIGINAL MANUFACTURER SHAFT SECTION DATA DIAMETER ACROSS FIATS SHAFT SECTION LENGTH POLE THICKNESS IAPSPLICE )IN) SECTION IF) (IN) 9NI @TOP @BOTTOM 1 8.00 0.437 4.5000 4.5000 2 4.00 0375 26.0000 26.0000 3 39.833 0.375 26.0000 26.0000 NOTE: DIMENSIONS SHOWN D0 NOT INCLUDE GALVANIZING TOLERANCES RECEIVED CITY OF TUKWILA AL6 011019 gRt iT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP 241019 City of Tukwila BUILDING DIVISION NO. DATE DESCRIPTION BY GPD. GROUP PALcanolCommatloo MtAn41UI * .wsml�n snmsm+ REVISIONS GPD PROJECT NUMBER 2019777&393901 OXP 01/16/19 SITE NAME: MILITARY 27TWCHURCH6N BU NUMBER:625999 WONUMBER:1617673 SITE ADDRESS: 3118 SOUTH MOTH STREET SEATTLE, WA 98165 KING COUNTY, USA ENGIQA BY: ES DATE:1QW19 OF BY:TJW DATE:1/29119 097/04 BY: CB DATE V39119 APRVD BY: JNK DATE:14B19 SCALE: N.T.S. TOWER ELEVATION S-4 REV 0 ELEV.61.830 FT ELEV. 51.83 FT ELEV. 4303FT ELEV, 43.17 FT PORT HOLE ELEV.41.33 FT ELEV.40,5 FT PORT HOLE ELEV.39.83 FT P. NEW P4 XSTRONG CONCEALMENT MAST PIPE REINFORCE THE (2) NEW CONCEALMENT CANISTERS. SEE SHEET OPSPRC•10127 AND REFERENCE OPS•SOW10127 REV. C FOR MORE INFORMATION (2( NEW 32'0 CONCEALMENT CANISTERS TO BE DESIGNED BY OTHERS, DELIVERY AND INSTALLATION COORDINATED BY CONTRACTOR NEW P4 XX•STRONG CONCEALMENT MAST PIPE NEW P32 STD CROSS ARM (TYP.OF 2 AT 180° APART) INSTALL NEW 61A9' PORT HOLES AT 405 AND 43.11) (SITEPRO PM: HHR69 G, OR ENGINEER APPROVED EQUIVALENT) TYP. OF 2 PER ELEVATION AT I80' APART))) TOTAL INSTALL TAPERED DECORATIVE CAP DESIGNED BY OTHERS (DELIVERY AND INSTALLATION COORDINATED BY CONTRACTOR( 0 T ( ELEVATION SCALE:114`1'U NEW 31.170xll4'THICK RAN CAP, NEW RPLN CAP SHALL BE INSTALLED ON TOP OF THE NEW FLANGE PLATE, SEE DETAIL 3157 NEW 12 04' THICK FLANGE PLATE, SEE SECTION E•EIS6 NEW 31.112"0K112' THICK BULKHEAD ASSEMBLY. NEW BULKHEAD SHALL BE INSTALLED BETWEEN THE NEW FLANGE PLATES, SEE SECTION D•a6.6. NEW 12'041HICK FLANGE PLATES, SEE SECTION DOS-6 NEW 31.112'O.W"THICK FLANGE PLATE, SEE SECTION C-CS6 NEW 33'0014' THICK FLANGE PLATE, SEE SECTION B-BIS•6 6 NEW P32 STD PPE NEW 33"Ox3/4" THICK FLANGE PLATE, SEE SECTIONA-ANS5 EXISTING 26.12°04/4' THICK FLANGE PLATE EXISTING MONOPOLE SHAFT INSTALL NEW 6109' PORT HOLES AT40S'AND 43.1T (SREPRO PM: HHR69.G, OR ENGINEER APPROVED ECVNALENT TYP. OF 2 PER ELEVATION AT 180° APART, 4 TOTAL 10112'0CENTER HOLE PORT HOL TO SHAFT F1P. ND E NEW CAP (i0P.( SEEENDSECTION F•FI&7 NEW 33'00114'THCK FLANGE PLATE NEVV P32 STD PIPE SECTION NEW 1'0 FLANGE BOLTS (FP, OF 12, LENGTH AS REQUIRED( F.V.AND MATCH EXISTING 16 SMAW TC•U4a PIPE TO FLANGE DRILL I.11160 HOLES IN NEW FLANGE PLATES (TYP, OF 12, ON A 270 BOLTCIRCLE,F.V.AND MATCH EXISTING( A q TOWER SEC EVIEVED i01 FOR CODE COMPLIANCE APPROVED SCALE NOTE: 1, FABRICA➢ON NDE SHALL BE REUIRED FOR ALL CJP WELDS BETWEEN THE POLE AND FLANGE PLATES. THESE NSPECTEDBYMT03001, lDSO AllBE10Bs� 24 2019 City of Tukwila BUILDING DIVISION GPD GROUP Pthsio gorpaMfon 28,0wmme,$)/u, ix«,a)01 1818)uu wsnmm NO. DATE DESCRIPTION BY GPO PROJECT NUMBER REVISIONS 2019777.82599931 6XP 01/16/19 SITENAME:MILITARYB 27TW'CHURCH MP BU NUMBER:825999 WO NUMBER:1677673 SITE ADDRESS: 3118 SOUTH 140TH STREET SEATTLE, WA 98168 KING COUNTY, USA ENGIOABY: ES DATE:10819 DFT BY: TAN DATE: IR9119 DFTIOABY: CB DATE:129119 APRVD BY: JNK DATE:1129119 �Y5 G SCALE: U.S. RECEIVED s�oNA�E' 1129,19 TOWER CITY OF TUKWILA SECTIONS AI 011010 S-5 EHMIT CENTER REV I O INSTALL NEW 649' PORT HOLES AT435 AND43.111 (SITEPRO PM; HHA69 G, OR ENGINEER APPROVED EQUNALENT) TYP.OF 2 PER ELEVATION AT 18O' APART, 4 TOTAL) 260 CENTER HOLE PORT HI TO SHA NEW COAX OPENING (TYP.OF 4) NEW5/6'0 FLANGE BOLTS PP. OF 6, ON A 9'0 BOLT CIRCLE), LENGTH AS REQUIRED NEW 12'0x2" THICK FLANGE PLATE NEW 31.1121x11r THICK BULKHEAD ASSEMBLY. NEW BULYHEAD SHALL BE INSTALLED BETWEEN THE NEW FLANGE PLATES. SEE DETAIL 2JS7 51 TOWER SECTION SCALE: 314' 61'0' NOTE: 1. FABRICATION NDE SHALL BE REQUIRED FOR ALL CJP WELDS BETWEEN THE POLE AND FLANGE PLATES. THESE WELDS SHALL BE 100°I INSPECTED BY !VIAND UT. D D TOWER SECTION 2 SCALE:P=1'A' NEW 3'x1/4'THICK CANISTER CONNECTION RIM. SEE SECTION GGISB NEW P4XXSTRONG WELD NUT FOR 12'0 CONCEALMENT MAST BOLT ASSEMBLY TO PIPE INSIDE OF CANISTER DRILL 111161 HOLE IN RIM, SEE SECTION NEW FLANGE PLATE GG5•8 FOR MORE (TYP.OF 6ON A 260 INFORMATION BOLT CIRCLE) 25'0 CENTER VIO,E NEW 518'0 RASE BOLTS (TYP. OF 6, LENGTH AS REWIRED) DRILL 11116"0 HOLE IN NEW FLANGE PLATE NEW33'04314'TNCK (TY'P,OF6ONA2B'BOLT FLANGE PLATE. CIRCLE) NEW P32STD PIPE SECTION SMAW TGUOa PIPE TO FLANGE DRILL 111160 HOLES IN NEW RANGE PLATES (16P,OF6,ONA9'OBOLT CIRCLE) WELD NUT FOR 1120 BOLT ASSEMBLY TO INSIDE OF CANISTER RIM, SEE SECTION 1-4011S0 FOR MORE INFORMATION NIEW3'x174"THICK CANISTER CONNECTION RIM. SEE SECTION H•H5.8 NEW CONCEALMENT MAST PIPE. SEE DETAIL415.7 FOR CONNECTON INFORMATION DRILL 9116' HOLES IN CANISTER RIM IN U1NE WITH NEW WELDED NUT (10P.) NEW 314' THICK FLANGE PIATESTIFFENERS (TYP.OF 6). SEE SECTIONJ.058 DRILL 11116'0 HOLES IN NEW FLANGE PLATE (TYP. OF 6, ON A 60 BOLT CIRCLE) NEW 64114' THICK CANISTER CONNECTION RIM. SEE SECTION GGS0 NEW P4NSTRONG CONCEALMENT MAST PIPE, SEE DETAIL 45.7 FOR CONNECTION INFORMATION TOWER SECTION TOWER SECTION CALE; 314' 6I'8' NEW31.12'Ox2 THICK FLANGE PLATE NEW P4 KN•STRONG CONCEALMENT MAST PIPE NEW 5181 FLANGE BOLTS (TYP. OF 6, LENGTH AS REQUIRED) DRILL 9116' HOLES 60 CANISTER RIM IN LINE WRH NEW WELDED NUT (IYP.) NEW 3141Y0x114'THICK RAIN CAP. NEW RAIN CAP SHALL BE INSTALLED ON TOP OF THE NEW RANGE PLATE. SEE DET44l31S-7 WELD NUT FOR 12"0 BOLT ASSEMBLY TO INSIDE OF CANISTER RIM, SEE SECTON GBIS-B FOR MORE INFORMATION NEIN 561 FLANGE BOLTS (TYP. OF 3). LENGTH AS REWIRED NEW 121)2' THICK FLANGE PLATE DRILL 9116 HOLES IN CANISTER RIM IN UNE WITH NEW WELDED NUT pp.) RECEIVED CITY OF TUKWILA Al 011019 PERMII CENTER REVIEWED FOR CODE COMPLIANCE APPROVED SEP24/019 City of Tukwila BUILDING DIVISION A GPD GROUP Prohsskaoltppaadea smxsun,swxwawi kxnNuMt sa:nnw 371111+ NO. DATE DESCRIPTION BY GPO PROECTNUMBER REVISIONS 2019177200599901 IN 01/16/19 SITE FLAME: MLITARY 27TWCHURCH MP BU NUMBER; 825999 WO NUMBER:1671613 STFEADDRESS: 311850UTH 140TH STREET SEATTLE, WA 98166 KING COUNTY, USA ENGIOA BY: ES DATE:12019 OFT VIM DATE: 129119 DETIOABY: CB DATE:129/19 APRVD BY: JNK DATE: 129119 SCALE: N.T.S. ADDITIONAL SECTIONS REV S6 0 BULKHEAD DETAIL SCAtE:314'%1'S' NOTE: I. DETAIL ISTYPIC.AL FOR THE NEW BULKHEAD PLATE AT THE 51.83' ELEVATION. NEW 73"0x114' THICK END CAP NEW Pit STD HORIZONTAL CROSS ARM E TO ND CAP ON DRILL 11116'0 HOLES IN NEW BULKHEAD (0Y'13, OF 6, ON A 9'0 BOLT CIRCLE) ITO OUTER DIAMETER 25.1I2'0INNER DIAMETER 4 58'0 CENTER HOLE NEW Tx114'THICK CANISTER CONNECTION RIM, SEE SECTION H.HIS8 NEW 31.I0P0x112' THICK BULKHEAD PLATE DRILL 9116"0 HOLES IN CANISTER RIM IN LINE WITH NEW WELDED NUT (1YP, OF 6) RAIN CAP DETAIL SCALE:1':1.0' 1. DETWL IS TYPICAL FOR THE RAINCAP Al THE 61,83' ELEVATION. 2. NEW TRUCK AND BALL CONNECTION NOT SHOWN FOR CLARITY. CONTRACTOR SHALL DETERMINE CONNECTION HARDWARE AND NECESSARY ADJUSTMENTS TO RAIN CAP GEOMETRY PRIOR TO FABRICATION. SOCKET DETAIL SCALE: N.T.S. NOTE: 1. FABRICATION NDE SHALL BE REQUIRED FOR ALL FILLET WELDS BETWEEN THE FLANGE PLATES AND PIPE MASTS. THESE WELDS SHALL BE 199% INSPECTED BY MT. MAST SIZE FILLET SIZE (A) P4&STR 5'16' P445161R 518' NEW CONCEALMENT MAST PIPE NEW FLANGE PLATE DRILL 111161 HOLES IN NEW RAIN CAP (PIP. OF 3, ON A 9'0 BOLT CIRCLE) NEW 314114' THICK CANISTERCONNECTION RIM. SEE SECTION G.GIS6 NEW 311210114'THICK RAIN CAP DRILL 91161 HOLES IN CANISTER RIM IN LINE WITH NEW WELDED NUT (TYP, OF 6) REVIEWED FOR CODE COMPLIANCE APPROVED SEP242019 City of Tukwila BUILDING DIVISION N0. DATE DESCRIPTION BY A GPD GROUP PriastonalCaporeion sssuxwnv 01.8Cal ..an4um E512 0 St910, REVISIONS GPD PROJECT NUMBER 2919717.82599E01 RECEIVED CITY OF TUKwIL, AU6 01 /0 PERMIT CENTER I?XP 01/16/19 SITE NAME: MILITARY 8 27TH'CHURCHMP BU NUMBER:825999 WO NUMBER:1677673 SITE ADDRESS: 3118 SOUTH 140TH STREET SEATTLE, INA 98103 KING COUNTY, USA ENGIQABY:ES DATE:129119 OFT BY: TAN DATE:1R9119 DFVOABY: CB DATE;1129'19 APRVD 6Y: 046 DATE t29119 SCALE: N.T.S. ADDITIONAL SECTIONS S-7 REV 0 NEW Tx114' THICK CANISTER CONNECTION RIM, NUT TO CANISTER RIM (PYP. RIM TO BULKHEAD PLATE/ RAIN CAP 4►2 fi" NEW 2'0MIN. (GRADE FB44) PLATE WASHER (TYR) NUT T CANISTER RN 8► NEW 3'x119'THICK (PPP. CANISTER CONNECTION RIM. NEVV 112.0 A307 BOLT ASSEMBLY WI LOCK NEW CONCEALMENT WASHER CANISTER NEW 11T0 A307 BOLT ASSEMBLY WI LOCK WASHER NOTE: 1. CANISTER CONNECTION ALTERNATIVE MUST BE APPROVED PRIOR TO FABRICATION. 2 DETAIL IS TYPICAL FOR THE BULKHEAD PLATE AT 43.83, THE RAIN CAP AT 61.83' IS SIMILAR BUT OF OPPOSITE HAND. INSTALL NEW Ex9' PORT HOLES AT40.SAND 43.1T (SITEPRO PM: HHR69.G, OR ENGINEER APPROVED EQUIVALENT) TYP. OF 2 PER ELEVATION AT 180' APART, 4 TOTAL) INSTALL TAPERED DECORATIVE CAP DESIGNED BY OTHERS IDELIVERY AND INSTALLATION COORDINATED BY CONTRACTOR) CROSSARM DETAIL SCALE: 112'=1'0' RIM TO BULKHEAD SECTION CALE: N.T.S. NEW 2'0 MIN. )GRADE F844)PLATEWASHER (T P•) NEWCONCEALMENT CAMSTER NEW3'x1I4'THICK CANISTER CONNECTION RIM, NOTE: 1. CANISTER CONNECTION ALTERNATIVE MUST BE APPROVED PRIOR TO FABRICATION. 2. DETAIL IS TYPICAL FOR THE BULKHEAD ASSEMBLY AT THE 51.83 ELEVATION. NEW 31-12.0x2'THICK FLANGE PLATE, SEE SECTION CCIS 6 NEW 23"0x714'THICK FLANGE PLATE, SEE SECTION 6B(S•6 HORIZONTAL PI ORI2ONTAL PIPE TO VERTICAL PIPE TO VERTICAL PIPE (TYP. P.) TRIM SIDES OF NEW M SIDES OF NEW CROSS ARMS AS SHOWN CROSS ARMS AS SHOWN IrWP.) P) UT NEW CROSS ARMS TO TCH NEW PIPE SECTION P.) NEW P32 STD CROSS ARM (TYP. OF 2 AT 180' APART) NEW P32 STD PIPE NEW P32 STD PIPE NEW 33'0x714' THICK NEW P32 STD CROSS ARM FLANGE PLATE, SEE (TYP. OF 2 AT 180' APART) SECTIONA-AS-5 EXISTING 26.112"0x314' THICK FLANGE PLATE EXISTING MONOPOLE SHAFT NEW CONCEALMENT MAST PIPE STIFFENER TO MAST STIFFENER N1 TOFLANG M16 0 SCALE: N.T.S STIFFENER TO MAST PROPOSED STIFFENER (SEE TABLE FOR DETAILS) NEW FLANGE PLATE STIFFENER 0ESCRIPTR LEASUREEMEN14N.I STIFFENER (EIGHT 9 FRONTHEIGHT 1 5101H 11.112 1HKIWESS 314 WRY 6 NOTES: 1. ALL SIZES AND QUANTITIES SH41L BE VERIFIED PRIOR TO FABRICATION. CONTRACTOR IS REQUIRED 10 PROVIDE FINAL SHOP DRAWINGS TO ENGINEER FOR APPROVAL. 2, All DIMENSIONS46EASUREMENTS ARE SHOWN IN INCHES, STIFFENER 916 ► TD FLANGE NOTE: 1. FABRICATION NDE SHALL BE REQUIRED FOR ALL FILLET WELDS BETWEEN 1HE STIFFENERS AND PIPE MAST. THESE WELDS SHALL BE 100%INSPECTED BY MT. 2 FABRICATION NDE SHALL BE REQUIRED FOR ALL FILLET WELDS BETWEEN THE FLANGE PLATE AND STIFFENERS. THESE WELDS SHALL BE 100%INSPECTED BY MT. SECTION SC E: REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City of Tukwila BUILDING DIVISION GPD GROUP Proh¢GnalCapaafioa 03S01411sre0..221 IMMIX& �nm1Iaro0 N0. DATE DESCRIPTION BY GPD PROJECT NUMBER REVISIONS 2019111.82699901 RECEIVED 4': T-0' CITY OF TO WILA AIG 01 09 EXP 01/16/19 SITE NAME: MLITANY 6 21THOCHURCHMP BDNUMBER:326999 W0 NUMBER:1697673 SITE ADDRESS: 3118 SOUTH 140TH STREET SEATTLE, WA 9816B KING COUNTY, USA ENGQA BY: ES DATE:12919 OFT BY: LW DATE:129I19 DFTIOA BY: CB DATE:129119 APRVD BY: INK DATE:129/19 SCALE: N.T.S. ADDITIONAL SECTIONS REV R S8 0 PERMIT CENTER EXISTING MONOPOLE SHAFT NEW 1.12°0 ANCHOR RODS (TYP.OF 4, ON A 32°0 BOLT CIRCLE), SEE SECTION L US9 FOR MORE INFORMATION EXISTING38"0x1.12' THICK EASE PLATE EXISTING MONOPOLE SHAFT FIELD DRILL RSV HOLES THROUGH THE EXISTING BASE PLATE FOR NEW ANCHOR RODS hN III III III 11 III ink NOTE: ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED NC ZINC RICH COLD GALVANIZING PAINT. EXISTING 1.112"0 ANCHOR RODS ON A321 BOLT CIRCLE (TYP, OF 4) REMOVE EXISTING GROUT (REFER TO NOTES ON SHEET S3) EXISTING CONCRETE FOUNDATION GRADE EXISTING38'0x1(12' THICK BASE PLATE EXISTING 1.12'0 ANCHOR RODS ON A 320 BOLT CIRCLE (TYP. OF 4) NEW 1•172.0 ANCHOR ROOS (HP. OF 4, ON A 321 BOLT CIRCLE), SEE SECTION M•MIS.10 FOR MORE INFORMATION REMOVE EXISTING INTERFERENCES AS REQUIRED MALLOW FOR INSTALLATION OF NEW ANCHOR RODS III REVIEWED FOR CODE COMPLIANCE APPROVED S& 24 2019 City of Tukwila BUILDING DIVISION NOTE: 1. CONTRACTOR SHALL TAKE CARE NOT TO DAMAGE THE EXISTING TOWER DURING THE REMOVAL OF EXISTING TOWER STEEL 2. ALL EXPOSED STEEL SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH 2 COATS OF BRUSH APPLIEDORC ZINC RICH COW GALVANIZING PAINT. N0. DATE DESCRIPTION BY A GPD GROUP P/desskralCapanti� a/kulIaStoKittatIt Ak:, uosnas :amain REVISIONS RECEIVED( ‘1r CITY OF TUKWILA AV6 01 a019 PERMIT CENTER GPD PROJECT NUMBER 2019777.625969.91 SITE NAME: MILITARY 6 27TH4CHURCH MP BU NUMBER:82S999 W0 NUMBER:1677673 SITE ADDRESS: 3118 SOUTH 1IOTH STREET SEATTLE, WA 96168 KING COUNTY, USA ENGOABY: ES DATE:1%19 DR BY: TLW DATE:129119 1710ABY: CB DATE:11319 APRVD BY: JNK DATE:12619 SCALE: N.T.S. ADDITIONAL SECTIONS REV S9,o 44, EXISTING TOWER EXISTING BASE PLATE PROPOSED ANCHOR ROD (SEE TABLE FOR DETALS) DOUBLE HEAVY HEX NUT TOP CONNECTION NEW CUSTOM SPLIT NUT BY ALLFASTENERS OR ENGINEER APPROVED EQUIVALENT WRAP 17IN ELECTROTAPE 706B BOND BREAKER TAPE OR APPROVED EQUAL EPDXY SHALL BE NNSTALLED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS TO THE FULL DEPTH OF THE DRILLED HOLE HOLE FOR NEW ANCHOR ROD,SEE TABLE FOR MORE INFORMATION CONCRETE FOUNDATION ANCHOR ROD NOTES I. REFERENCE GO APPROVED COMPONENTS (CURRENT VERSION) FOR ANCHOR ROD DIMENSIONS. 2. RODS MUST BE GALVANIZED FROM 111E TOP OF THE PROJECTION TO 15" BELOW THE CONCRETE SURFACE AT A MINIMUM. 3, CORED HOLES MUST BE MECHANICALLY ROUGHENED USING A CARBIDE HOLE ROUGHENER OR EQUIVALENT, BRUSHING WITH A NYLON OR WIRE BRUSH SHALL BE USED IN THE PROCESS OF HOLE CLEANING, BUT DOES NO1 SATISFY THE HOLE ROUGHENING REQUIREMENT. 4. FOLLOW EPDXY MANUFACTURERS RECOMMENDATIONS FOR HOLE CLEANING. 5. All HOLES MUST BE DRY PRIOR TO PLACING EPDXY. 6. FOLLOW EPDXY MANUFACTURERS RECOMMENDATIONS REGARDING HANDLING OF THREADED ROD AND EPDXY, AS WELL AS ALL INSTALLATION INSTRUCTIONS AND REQUIREMENTS. 7. TAKE ALL MEASUREMENTS NECESSARY TO AVOID DAMAGING EXISTING REINFORCING BARS DURING CORING OPERATIONS. NOTIFY FOR IMMEDIATELY IF EXISTING REINFORCING BARS ARE ENCOUNTERED AND INTERFERE WITH PLACEMENT OF NEW ANCHORS. MINOR ADJUSTMENT TO PROPOSED LOCATION OF NEW ANCHORS MAYBE REQUIRED. B. IF BASE PLATE GROUT REPAIR IS REQUIRED FOR ANCHOR ROD INSTALLATION, SEE ENGPRG100120 EASE PATE GROUT REPAIR, FOR PROCEDURES AND RECOMMENCED MANUFACTURERS. CONTRACTOR TO DETERMINE THE QUANTITY REQUIRED, 9. ONCE ALL RESIN AND GROUT HAVE CURED NEW ANCHOR ROO REINFORCING SHALL BE TARGET TENSIONED TO THE VALUE LISTED IN THE TABLE ON THIS SHEET. SEE ENG•PRGI0119; PULL-OUT TESTING POST -INSTALLED ANCHOR RODS, FOR SPECIFICATIONS. 10. CONTRACTOR TO VERIFY THAT A PULL TESTIS ABLE TO BE PERFORMED USING THE ANCHOR ROD PROJECTION SHOWN. 11. CONTRACTOR SHALL INSTALL RODS AND BRACKETS AT LOCATIONS INDICATED ON DRAWINGS. 12. CONTRACTOR SHALL VERIFY THAT TOWER IS PLUMB PRIOR TO THE INSTALLATION OF ANY TOWER MODIFICATIONS, 13. PULL TESTING RESULTS SHALL BE SUPPLIED TO THE TOWER OWNER AND THE MODIFICATION INSPECTOR FOR REFERENCE IN THE POST INSTALLATION OBSERVATION REPORT. 14. INSTALLATION OF GROUT ANDIOR BOTTOM NUT FLUSH TO BASE PLATE IS PROHIBITED PRIOR TO COMPLETION OF WHOA ROD FULL TEST, 15. THE ADHESIVE ANCHOR SYSTEM USED FOR ROST INSTALLED ANCHORAGE TO CONCRETE SHALL CONFORM TO THE MOST RECENTLY PUBLISHED ACI355.A, ACCEPTANCE CRITERIA FOR QUALIFICATION OF POST -INSTALLED ADHESIVE ANCHORS IN CONCRETE AND COMMENTARY. THE ANCHOR SYSTEM SHALL BE AS LISTED WITHIN THE ANCHOR ROD SPECIFICATIONS OR AN ENGINEER APPROVED EQUAL MEETING ACI 355.4 AND THE MINIMUM BOND STRESS VALUES BELOW. BULK MIXED ADHESIVES ARE NOT PERMITTED. 16. THE ADHESIVE ANCHORS SELECTED FROM THE PARAGRAPH ABOVE SHALL BE SUPPLIED AS AN ENTIRE SYSTEM. THE SYSTEM SHALL INCLUDE BUT NOT BE LIMITED TO THE NEW ADHESNE CARTRIDGE, ETO, ALL MANUATURRECOMNDEDU S FOR PROPERLY THE HOLE. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EQUIPMENT REQUIRED FOR INSTALLATION OF THE ADHESIVE ANCHOR SYSTEM, 17. ANCHORAGE DESIGN IS IN ACCORDANCE WITH APPENDIX D OF ACI 318.11. FOR ADHESIVE ANCHORS THE FOLLOWING MINIMUM VALUES FOR BOND STRESS WERE ASSUMED FOR THE DESIGN USING THE ABOVE ADHESIVE ANCHOR ASSEMBLIES: A UNCRACKED CONCRETE BOND STRESS (BASED ON HAMMER DRILLING): T =1762 PSI 1B. ANCHOR ROD THREADS SHALL BE UNC COARSE THREADS, UNLESS NOTED OTHERWISE. COMPATIBLE NUTS AND WASHERS SHALL BE FURNISHED WITH ALL THE ALL THREAD ROD AND CONSIDERED PART OF THE ASSEMBLY. THE COST OF HARDWARE SHALL BE CONSIDERED INCIDENTAL TO THE ADHESIVE ANCHOR ASSEMBLY. 19. NUTS, WASHERS, AND OTHER HARDWARE USED WITH AN ALL -THREADED BAR ADHESIVE ANCHOR SYSTEM SHALL HAVE A MATERIAL DR AN ALLOY DESIGNATION THAT MATCHES THE ALL,THREAD MATERIAL/ALLOY. GALVANIZED ASSEMBLIES SHALL BE HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM AI53 CLASS C. ELECTROPLATE GALVANIZING IS NOT ACCEPTABLE. DISSIMILAR METAL ASSEMBLIES SHALL BE SEPARATED BY NYLON, EPDM, OR OTHER APPROVED NONMETALLIC WASHERS. 20. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL ADHESIVE ANCHORS IN ACCORDMICE WITH THE SPECIFICATIONS. POST -INSTALLED ADHESIVE ANCHORS SHALL BE INSTALLED AND CLEANED IN ACCORDANCE WITH THE MANUFACTURERS PRIMED INSTALLATION INSTRUCTIONS (MPII), 21, INSTALLATION OF ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY THE ACV'CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM. THESE ANCHORS ARE DESIGNATED WITH A (CERT) AFTER THE ANCHOR CALL -OUT. THESE ANCHORS SHALL BE CONTINUOUSLY INSPECTED DURING INSTALLATION BY AN INSPECTOR SPECIALLY APPROVED FOR THAT PURPOSE BY THE BUILDING OFFICIAL 22. THE INSTALLERS QUALIFICATIONS SHALL BE SUBMITTED AND APPROVED IN ACCORDANCE WITH THE SPECIFICATIONS. 23. INSTALLED ADHESIVE ANCHORS SHALL BE SECURELY FIXED INPLACE TO PREVENT DISPLACEMENT WHILE THE ADHESIVE CURES. UNLESS SHOWN OTHERWISE WITHIN THE DRAWINGS, ANCHORS SHALL 65 INSTALLED PERPENDICULAR TO THE CONCRETE SURFACE. ANCHORS DISPLACED PRIOR TO ADHESIVE CURING SHALL BE CONSIDERED DAMAGED AND ARE THE RESPONSIBILITY OF THE CONTRACTOR. 24. REINFORCING BARS OR ALL -THREADED BARS SHALL NOT BE BEM AFTER BEING ADHESIVELY EMBEDDED IN HARDENED, SOUND CONCRETE, UNLESS PERMITTED BY THE ENGINEER. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 24 2019 City of Tukwila BUILDING DIVISION DATE DESCRIPTION BY A GPD GROUP Prod ICorpwMo6 C aw,«wr. 31051136 IDSYctNf REVISIONS GPD PROJECT NUMBER 2019111.625999A1 ANCHOR ROD SPECIFICATIONS CCIPART I DIAMETER)IN.) QUANTITY INSTALLED LENGTH)IN.)5 MATERIAL EMBEDMENT DEPTH (NJ' HOLEOIAMETER )IN.) EPDXY TARGET TENSION LOAD(KIPS) CCI•AR-0150 1112 4 78 419381 B0 1314 43361.0E 82 NOTES: . ALL All SIZES AND QUANTITIES SRC. BEVERIFIED PRIOR TO FABRICATION. CONTRACTOR IS REWIRED TO PROVIDE FINAL SHOP DRAWINGS TO ENGINEER FOR APPROVAL. 2. ALL DIMENSIONS/MEASUREMENTS ARE SHOWN IN INCHES. 3. ALL CORE DRILLED HOLES SHALL BE MECHANICALLY ROUGHENED PRIOR TO INSTALLATION OF THE NEW ANCHOR RODS. 4, AFTER ANCHOR ROD PROOF TESTING IS COMPLETE, INSTALL NUTS TO SNUG TIGHT PLUS 114 TURN BEFORE INSTALLING SECOND NUT FOR TOP CONNECTION 5, CONTRACTOR SHALL FIELD VERIFY THE TOTAL REQUIRED LENGTH PRIOR TO INSTALLATION RECEIVE CITY OF TUk Atli 01 D MLA OOXP 01/16/19 SITE NAME: MILITARY & 27TIVCHURCHMP HUNUMBER:825999 WO NU,MBER:1677613 sir EADDRESS: 3118 SOUTH 140TH STREET SEATTLE, WA 98168 KING COUNTY, USA ENGIOABY: ES DATEIR9119 DFTBY: TXW DATE:1R9119 DFTI0ABY: CB DATE: i/9119 APRVD BY: 4NK DATE:18919 SCALE: N.T.S. ADDITIONAL SECTIONS S-1a REV 0 PERMIT CENTER STRUCTURAL STEEL (IBC 17052.1,1705,11,1, & 1705,12,2) VERIFY N+EtONGPROCEOJRESIWPSI ANOCONSUNASIECERTPICATES ®COMMUOl6 0PENEDO MATERIAL IDENTMCATOY a CONTINUOUS ® PERIDOIC VERIFY TYPE FNOGR40EOFM41EAbLL. *EIDER NTFICATON 000NTINUOS ®PERIODIC ASYSTEMSNALLSEMMNTAMEODYWNICNA WELDER MORASS NELDEDJOINTORMEMBER CANBEOENTIFED PoTLPGROWEWEIOS aCON11NU0i5 0PERIDDIC VERIFY JOM PREPARATgN, AENgOS, CL.EWIB&SStACWNG,AABAGgNG. ACCESSNOLES 0 OMINUOUS ® PERIDDM VERIFY CONFIGURAIONANOFINER *TOP OFFGETE S 000MICS,�I {�I PERIODIC VERIFYAUGN'dEM,GAPSATft00i, MA/GRESSOPSTEEL SUPFACES,ANDTACR WflD OUALIn AND LOCATION USEOFOUALIFEDWELDERS 000NTIN000S PER IODIC VEAG'Ti1MriWEl. OER5AREAPP,iCPAN1ElY MIMED. COMROlAN7NAt NGOF WE LDINGCONSUMSLES CONTINUOUS 0 0 PERCOC VERGYPACIt4GINGANDE%POSURECONTROL. CRACNEDTACNWELOS 000NN,N000S 0PERIDC 4ERGYWELONG DOESigiOCCUflOVEA CRACNEDTACNWELDS. ENVIRONMENTALCONDMONS 000NTN'JOUS �pERIOpC bEAIFYWNOSPEEDISVATs L TSASWEII ASPRECEIiATO ANDTEMPERATURE, VPSFOLLO'NED aCOMiNU0us ElPERimc VERIFYITEMSSICNASSSTTNGSONWELDING ECM*,,TRAVEt SPEDO,WEDING MATERALS, SINELOING GAS TYPEINLOW NEE, PRENFATAPPIED,IMERMSS TENEGGATURE MEITAINGO,ANDEEPERPOSMON. WELONGTECHNOIES a CONMFIO6 VEROYINTERPASSANDENASCLOWNG,SACN PASS E WITNN PROALE UMITATONS. AND WAINYOFPASS s7?M� iN.,. dE *SLUMMED ID 000NTiNU US ® PEp001C VERIFY WEEDS NAuiBEENPAOPYICLFANED. SIZE, IENGiN,ANOLOATONOF WELDS ® CON1INUOl5 0PERIODIC WELOSAL4l7,EEINSUNACCEPTANCE CgiE R71,,NTINUOUS ICI 0PERggC ARCSTRNES 0ON1INIJOUS aPEROOC RARER ® CONTINUOUS a PERODIC EACENGANOWELDTASSIENOVEO 0 CONNNuKK6 0 PEROOC REPMRACTMTES El CONTINUOUS 0 PERIODIC OCCUMENTACCEPTANCEOR REJECTCNOF DEMO JO TAAEMBER ®WNTNWUS aPERtm, .u'A a NMNI.!i {:s 'S* 0 CRWELOSDNSNCAT.Ill 000DIN000S PERIODIC ULTRAS= TESNMi SHFtl BE PERFORMED ON ID OFCPGA00YEYVftOSIN@UTILAND CORNER JWMS EMOT TO TRANSVERSELY APPLIED TENSION LOADING MATERIALS CIWNCN iNICN OR GREATER, TESTING RATE METE WORMED G.S%OF 1'lEIDS TESTED NAVE OM CCGMASLEOEPECTS. CJPWEIASIMSNCAT.BIORI4) COMIMgUS aPSflIDpC AREDUCTONINTIERATEOFULWR45ONIC TESTING M ALEOE'ED PER SECTION IAA. ACCESS FKKESIFWtGE>2? ®O JOUS 0PERIODIC WEWEDJOINTSSUBECTTOFATNYE CONNNU%5 0PERODE Wlil N{�r+Ip l ;'0 N O.rtfD*J CERTRCATONOFFASTENERS M?Ad ®CONTMJOUS ; t ''s ',44R.Fik.',�', 0PENOOC �N JU S tP'i FASTENERSMAREO 000NTIN000S 0PERIOCIC vEAIFYTXAiFASiENER$NAVENEENMAANF➢&V ACCOABANCEWITNASTMIEgIIelENTS PROFEAFASTENERSFORJONT aCONRNCUS ®PERIODIC VERGYOWdE,ttPE,A10BOCLUOLTLENGiHG THREADSAREE&EDFROMT SHEAR PANE. PROPERsaw PROCEDJAE 0C0MIN1MIU5 0PENODO VERJONTGE7NEGSPROPERPROCENANEISUSEOFORDE CONNECTINGEEMENTS a corms VEAGYAPPROPANI6 FAYNN48UAFACE CONDMON AND HOLE PREPARMION, IF SPECIFIED, MEET REOUREMENTS. PRENNSTELMIONVERGiCATION TESTING 000NTUMlOJS ®PERCDC MERrEMEDOCUMENTVflIFOATION TESTING BYINSTELATIONPERSONNELFOR FASTENERASSEMOMANDME AMUSED PROPER91ptg0E aC0.411NUWS 0PEROdO OOE 9NU15, WASHEVERIFYRSPRAPERNDOIHERSTORAGEFPSTE04T5.NERCOMPONENTS. DOCUMENT ACCEPTANCE ON REJECTCNOFBOiEO CONNECTIONS ®CONTINUOUS C1 PA C l^I STRUCTURE SiEELDE hS 000NTINUOUS 0PERIDIC FUMES lElFA3UCAT�SNEEl OVERGYCOMPUAN 9EALlBE!NS7ECIEOTOVERGY COWUANCE TINT THE DETAttS SNON INTHE CO'ST CTONDOCUMENTS,SUCHASBRAGS, STEFENERS,MEMEERLOCATONS.ANDPROPER PPpIIGiTONOFJWMDEIPESATEACN CONNECTION. ANCORRODSANDOTER EEMBEDMENTSSUPPORTING STRUCTURAL STEEL 000NTNm ®PERODIC PtAB4MCELBEONMEPREMUSAESDI06AND0iSZTTNE MENiOFANCNORAlER EMBEDMENISSUPPORTING STRUCTURAL STEEL FORCOMPUANCEWNRCONSTBUCTON DOCUMENTS.VERINTHEDE ETERGRADE, TYPE, ANO SENGTM OF THE ANCHOR ROD OR EMBFADEDITEM,AUDTHE E%IENTORDEPTNOF EMSEOAENTPRORTOPLACEMMITF CONCIET. FABRICATORS (IBC 17042.5) 0 APPIEVEDFABROATOR I Si N0 ( 0 tROPEROtEDFAgCATOEI YES, ND „I FAERICATORSNAME PABRCATORSPLANTIOCATCN REQUIRED N1 AT: 0 STEEL CONSTRUCTION 0 COMTE CONSTRUCTION 0 WOODCONSTRUCTION INSPECTIONS 0 COLOFORMEOCONSTRUCTON 0 OTHER: 0 OD ER CONCRETE CONSTRUCTION (IBC 1705.3 & 1705,12,1) POST INSTALLEDANMOAt OR DOWELS 0 OJNIIMMLG gPERODIC uI FOSTINSTALLEDA'ARSO0WELSSHALL BE SPECIALLY %PECiEDAS*COPED BYTE APPROVED ICCESP.PORT. REVIEWED FOR CODE COMPLIANCE APPROVED SEP 212019 City of Tukwila BUILDING DIVISION Na DATE DESCRIPTION BY A REVISIONS RECEIVED CITY OF TUKWILA AL 01n 11XP 01/16/19 GPO PROJECT NUMBER 2019171E25999.01 SITE NNE MILITARY 6 21TNCHURCNMP BU NUMBER:82S993 WO NUMBER:1611613 SITE ADDRESS: 3118 SOUTH 140TH STREET SEATTLE,WA9B168 KING COUNTY, USA ENGIOABY: ES DATE 1/119119 OFT BY: TJW DATE' 129119 DFTIOA BY: CB DATE 159119 APRVD BY: JNK DATE 129119 SCALE N.T.S. SPECIAL INSPECTIONS CHECKLIST PERMIT CENTER 0 " r' CONCEALMENTREINFORCEMENTSOLUTION - PARTS LIST N0, MANUFACTURER DESCRIPTION SIZE PRODUCT N0, (1 USA STRAPPING MCNETT GEAR MD WOVEN POLYESTER STRAPPING DUAL -ADJUST BUCKLE 3 4'x250 FT, COIL 34'SIZE 2700-34 80355 BUNKER INDUSTRIES HURRICANE TAPE Yx60 YD, ROLL 00101 RUST-OLEUM GLOSS CLEAR SPRAY 12 OZ, 249117 < 10'-0" CONCEALMENT COVER LEVEL HEIGHT NOT TO SCALE TOP WOO $OL000N TO BE !PPE BOA NE TOP HORQONIAL 901.T RING 0 0 G1 BOTTOM NM SOLMON TO BE APPUED ABOVE THE BOTTOM HORIZONTAL BOLT MNG > 10'-0" CONCEALMENT COVER LEVEL HEIGHT NOT TO SCALE NOTES: 1,) THE REINFORCEMENT SOLUTION ISONLY TO BE APPLIED TOVERTICALLYFASTENED MULTI -PANEL OR 1SECTOREZEIT CONCEALMENT COVERS, SOLID ONE-PIECE CONCEALMENT COVERS ARE NOT TO BE TREATED WITH THIS SOLUTION, 2.) FOR CONCEALMENT COVER LEVELS MEASURING 10 FT. IN HEIGHT 0R LESS, (3) EQUALLY -SPACED BANDING APPLICATIONS ARE TO BE INSTALLED AT THE TOP, MIOSPAN, AND BOTTOM REGIONS, FOR LEVELS GREATER THAN 10 FT. IN HEIGHT, (4) EQUALLY -SPACED BANDING APPLICATIONS ARE TO BE INSTALLED, AT THE TOP, UPPER MIDDLE, LOWER MIDDLE, AND BOTTOM REGIONS 3.) FOR CONCEALMENT COVERS OF ALL HEIGHTS, THE TOP BANDING APPLICATIDN15TOBE POSITIONED DIRECTLY BELOW THE TOP CONCEALMENT COVER HORIZONTAL BOLT RING AND THE BOTTOM BANDING APPLICATION DIRECTLYABOVE THE BOTTOM HORIZONTAL BOLT RING, 4.) BANDING APPLICATION SHALL NOT COVER ANY VERTICAL OR HORIZONTAL FASTENERS. INSTALLATION: 1.) STRAPPING IS TO BE LCOPED AROUND THE CONCEALMENT COVER AND EACH CUT END OF THE STRAPPING FED AROUND ACROSS BARON EACH END OF THE DUAL ADJUST BUCKLE. 2,) STRAPPING IS TO BE HMO -TIGHTENED USING THE BUCKLESUCH THAT THE STRAPPING LIES FLAT, UNTWISTED, AND SQUARE TO THE CONCEALMENT COVER 1) AT LEAST (2) CONTINUOUS LAYERS OF HURRICANE TAPE ARE TO BE APPLIED ON TOP OF THE TIGHTENED STRAPPING SUCH THAT NO TAIL OF THE STRAPPING IS SHOWING OUTSIDE THE LAYERS OF TAPE, 4,) THE CURRENT DATE IS TO BE MARKED WITH PERMANENT INK ON THE TOP LAYER OF TAPE TO RECORD INSTAI1ATION DATE, 5,) ENSURE THAT THE SURFACE OF THE CANISTER IS FREE FROM Olt GREASE, SOILDIRT, AND OTHERFOREIGN MATTER THE SURFACE SHALL BE CLEAN, DRY AND SMOOTH TO RECEIVE THE STRAPPING AND THE TAPE, B) HURRICANE TAPE SHALL BE TACKED DOWN BY APPLYING (2) COATS OF NONYELLOWING CLEAR COAT SPRAY OVER THE TAIL END OF THE TAPE AFTER ITISSECURELY TAPED DOWN. SECOND COAT SHALL BE APPLIED ONCE THE FIRST COAT IS DRY TO TOUCH PAINTING HU90ICANE TAPE )F REQUIRED] 1,) AFTER FULL INSTALLATION OF THE THE REINFORCEMENT SOLUTION, THE TAPE SHALL BE COATED TO MATCH THE COLOR OF THE EXISTING CONCEALMENT CANISTER 1,1) AS AN EXAMPLE, IF THE EXISTING CONCEALMENT CANISTER'S WHITE, PAINTING WOULD NOT BE REQUIRED SINCE THE TAPE COLOR IS ALSO WHITE, HOWEVER IF THE CANISTER IS BLACK, PAINT THE TAPE TO MATCH THE CANISTER COLOR, 2.) PAINT SHALL BE APPLIED WITH A BRUSH FOR ACIEAN EDGE ON THE TAPE, SPRAY PAINT IS PERMISSIBLE PROVIDED THAT PAINTERS TAPE ISUT1LIZEOTOAVOID PAINTING THECANISTER SECOND COAT SHALL BE APPLIED AFTER THE FIRST COAT IS DRY, THE SHEEN OF THE PAINT SHALL MATCH PIE CANISTER 1) THE INSTALLATION DATE SHALL BE MARKED ON TOP OF THE COATED SURFACE. aCROWNw :CASTLE CORPORATEUMVE CA404SBURGPA,1S1l MGM RNMOTSFAK SEAS 0 0 <0 STRAPPING INSTALLATION DETAIL TAPE INSTALLATION DETAIL (3) RECEIVED CITY OF TUKWILA CROWN CASTLE CONCEALMENT REINFORCEMENT SOLUTION PLOT DATE: PLOTDATE FILE N/JdE F;IEN eV6 01201 PERMIT CENTER SUM REV jiti WED FOR r r COMPLIANCE APPROVED SP 24 2019 City of Tukwila BUILDING DIVISION TYPE SHEET NUMBER On-PRC.10127 ` Date: January 29, 2019 SaleamDooh Crown Castle 2O558.GteonnanDrive Chandler, AZ8528S Subject: Carrier Designation: Crown Castle Designation: REVIEWED FOR CODE COMPLIANCE � .' APPROVED ��P�� , ^�� /�-��w+a City of Tukwila BUILDING Engineering Firm Designation: Site Data: Dear Sa|aemDnnh. K��»K� ��D� ��" �� "~��"" Professional Corporation 520 South Main Street Suite 2531 Akvun, Ohio 44311 (216)927-8663 Structural Modification Report VerizunWireless Co -Locate Carrier Site Name: Crown Castle BUNumber: Crown Castle Site Name: Crown Castle JOEJob Number: Crown Castle Work Order Number: Crown Castle Order Number: GPD Project Number: Disc golf 825999 Military &27d1/ChurchK8P 549849 1677673 472825Rev. 1 2019777.825899.01 3118So. 14OthSt, Seattle, King County, WA98168 Latitude 47"28'42.13~'Longitude 'f22"Y7"32,5G^ 51.83Foot -EBConcealment Tower m/Prop. 1U'Extension We are pleased to submit this "Structural Modification Repnrt" to determine the structural integrity ofthe above mentioned tower. The purpose of the analysis is to determine acceptability of the bower 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: LC4.5:Modified Structure w/Proposed Equipment Configuration Sufficient Capacity This analysis utilizes an ultimate 3-second gust wind speed of 110 mph as required bythe 201G International Building Code, Applicable Standard references and design nrkaha are listed in Section 2 ' Analysis Criteria. All modifications designed byCSPO(Project #: 2D19777.825999.01.dated 1C29/2019'see Appendix D)and equipment proposed in the reports shall be installed in accordance with the attached drawings for the determined structural capacity tobmeffective. Structural analysis prepared by: Eric Gchnaua Respectfully submitted by: John N.Kobnk.G� 1/2g/20l8 RECEIVED CITY OF TUKWIU A v � AUG� � �� u�� PERMIT CENTER 520South Main Street .nuite 2531 . Akron, Ohio 44311 330-572-2100 , Fax 330- opoomup,pmfeawvmucomuraom r2-co1 51.83 ft Concealment Tower Structural Analysis Project Number 2019777.825999.01, Order 472625, Revision 1 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Equipment Configuration Table 2 - Other Considered Equipment 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 — LC4.5 4.1) Recommendations 5) DISCLAIMER OF WARRANTIES 6) APPENDIX A tnxTower Output 7) APPENDIX B Base Level Drawing 8) APPENDIX C Additional Calculations 9) APPENDIX D Modification Drawings January 29, 2019 CCI BU No 825999 Page 2 tnxTower Report - version 8.0.5.0 5t83ftConcealment Tower Structural Analysis Project Number 2018777,8350A001.Order 472O25, Revision 1)INTRODUCTION January 29, 2019 CC 8UNoO25Q0g Page 3 The existing tower consists of major sections connected by bolted flanges, The bottom section consists of 2S"diameter pipe. The middle section isa26' diameter pipe with welded horizontals members. The top tower moohon in e 4.5" diameter mast pipe surrounded by concealment canisters. The tower is painted and does not have aviation lighting, This tower ksa51.83ft mMonopole tower designed byEngineered Endeavors, Inc. in Septemberof2UUG.The tower was originally designed for a wind speed of 80 mph per TIA/EIA-222-F. Modifications designed by GPD (Project#: 2019777.825009.01. dated 1/29/2019. see Appendix C), consisting of removing and replacing the existing concealment canister and cross ermn, adding a 10Y tower extension to bring the overall tower height hoS1''1O". and installing four new anchor rods through the existing bosep/ato. have been considered inthis analysis. 2)ANALYSIS CRITERIA T|A-222 Revision: Risk Category: Wind Speed: Exposure Category: Topographic Facto Ice Thickness: Wind Speed with Ice: Seismic Ss: SaisnmioS11: Service Wind Speed: TIA-222'H U 11Omph C 1 O.6in 3Qmph 1.499 0.562 SOmph Table 1-Proposed Equipment Configuration Mounting -- Level (f Center Lin-- Elevation (ft) Number 0 f Antennas Antenna ManufacturerLines Antenna Model N.umber of Feed Feed Line Size (in) | 57.0 | 57O | 3 | Cnmmncope | NHH-65C'R3B 18 70 5&8 56.8 1 32'0x10yCanister 478 | 478 / � 1 | | 3ZYDx8'h Cmnioa =�' | | | | Table 2-Other Considered Equipment Mounting Lavml(fN Center' Ur� Elevation (ft) i Number ' of U Antenna" Manufacturer8Antennas Antenna Model Number o�Feed Lines Feed Line Size (in) 49.0 49�O O Cnmmocnpe E15GU8P50 ---- 8 7/8 | 2 Andrew TK8B}0(-6516-A2yW tnxTnwerReport ' version 8,0,5.0 51,88ftConcealment Tower Structural Analysis Project Number 2010777,825000.DtOrder 472025 Revision 3)ANALYSIS PROCEDURE Table 3 - Documents Provided January 29,2019 CC/ 8UNo82bQ0Q Page 4 Owcunnwmt Rmnnarhm Reference Source Tower Drawings B Project i4�7 dated E' -- OSV12/2O0G 3580199 CC|8|TEG Foundation Drawings � ' PGYNJob #�C0G224 doted 09/12/2006 3894770 CC|G|TEG Gontachnica|Ropo� � Adapt Project #� VVA06'13855' GEO.dated U4/25/2O0G 3588198 CC|S|TEG Tower Mapping TEP Project .' ect#� �83405�884O dated 11/27/2O17 3580199 CC|8|TE8 Modification Drawings GPDProject #: 2018777.825999.01.dated 1/29/2O1Q O.Pa|hovi�o GPD 3.1)Analymis Method tnxTower(vsraion 8.0.5.0). acommercially available analysis software packmgm, was used tncreate a three-dimensional model of the tower and calculate member stnaaaeo for various loading oases. Selected output from the analysis inincluded inAppendix A. 3.2) Assumptions 1) Tower and structures were built and maintained in accordance with the monuhaouna/m specifications. 2) The configuration of antennas, transmission oab|eo, 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. GP0 should be notified to determine the effect on the structural integrity of the tower 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) Section No. swvouvnVq Component rvo» Size o swm�mma - p(m) — `,'—c�pa«uv � Pass /puo L/ 61.833 51.833 Pole pwx'aTn 1 � 'ooz � ��orn oos � pvon | | �� s�mo' 41833 Pole p*xx-STR 2 -1u4 267�95 59.3 Pass co * ��' 39,833 Pole � pozxnnrn n � -n 10 1��e � zn Pan` L4 39,833'0 Pole pznxn.nro ^ '11.41 e98.49 31.1 Poax Summary pole(o) 59.3 Puno naooS~ 593 P^vo 51.83ftConcealment Tower Structural Analysis Project Number 2010777825Q00OtOrder 472825,Revision Y Table 5'Tower Component Stresses vs. Capacity -LC4.5 January 29,2O10 CC/BUNn82590S Page Notes Conm %Capaoity Pass /Fail 1.3 Anchor Rods | O 72/0 | Pass 1,3 Base Plate O 337 Pass 1 3 ' Base Foundation (Reinforcement)� O 82 Pnan 1 3 ' Base Foundation (Soil Interaction) O � 381 Pans 1.3 Flange Plate 38.83 427 Pass 1.3 Flange Bolts 51.83 337 Pass Structure Rating (max from all components) = Notes: 1) See additional documentation in"Appendix C—Additional Calculations" for calculations supporting the %oupucity consumed. z) Capacities per Tm'uz2'HSection 1nz a) Seismic controls 4.1) Recommendations All modifications designed by<3PD(Project #: 2O19777.825S9SO1.dated 1/2yCl01S.see Appendix [) and equipment proposed in the reports shall be installed in accordance with the attached drawings for the determined structural capacity to be effective. mxTnwerReport vorsiontiO.5.O 5Y.83ftConcealment Tower Structural Analysis Project Number 20Y0777.8250000tOrder 472025,Revision 1 S)DISCLAIMER OFWARRANTIES January 29,2010 CC 8UNo825000 Page 6 GPD has not performed a site visit to the tower to verify the member sizes oranhenmm/coox loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately toevaluate the significance ofthe discrepancy. This ionot acondition assessment ofthe tower or foundation. This report does not replace a full tower inspection. The tower and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Structural Analysis are limited to a computer analysis of the bower structure and theoretical capacity of its main utrudmno| members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing tower standards and code. Wind forces resulting in tower vibrations near the stmduo/o resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under otime-domain based fatigue analysis. GPDdoes not analyze the fabrication ofthe structure (including wmlding). |tianot p000i�b|otohave all the very detailed information needed to perform athonouAh analysis ofevery structural sub -component and connection of an existing tower. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied bytransmission lines tothe structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are oschematic representation of the analyzed tower. Ifany material isfabricated from these akeb:hes, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance inthe field. Any mentions ofstructural modifications are reasonable estimates and should not be used as n precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope ofthis report. Miscellaneous items such as antenna mounts, etc..have not been designed or detailed as a part ofour work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. Towers are designed hocarry gravity, vind, and ice loads. All mombeno, lego, diagonals, otruts, and redundant members provide structural stability to the tower with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbnaned lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to o higher unbraoed length that immediately reduces its load carrying capacity. If diagonal is also removed in addition to the connection, the unbneoed length of the leg is greatly inon*aoed, jeopardizing its load carrying capacity. Failure of one leg can result in o tower collapse because there in no redundancy. Redundant members and diagonals are critical tothe stability ofthe tower. GPD makes no warranties, expressed end/or imp|ied, in connection with this report and disclaims any liability arising from material, fabrication, and erection ofthis tower, E>PDwill not beresponsible whatsoever for, oron account of, consequential or incidental damages sustained by any penson, finn, or organization as o result of any data or conclusions contained in this report. The maximum liability ofGPO pursuant tothis report will be limited to the total fee received for preparation of this report. tnxTuwerRoport vomionO.O.5.O 51,83 ft Concealment Tower Structural Analysis Project Number 2019777.825999,01, Order 472625, Revision 1 APPENDIX A TNXTOWER OUTPUT January 29, 2019 CO BU No 825999 Page 7 tnxTower Report - version 8.0.5,0 to x ,r n ci to N a ci P 4 XX-STR 8.00 o P32x0.375 o d g c Section Length (ft) Weight (K) 5.0 51 BIt 51 B It 43 eft 398ft o.oft ALL REACTIONS ARE FACTORED AXIAL 15K MATERIAL STRENGTH GRADE A53-B-35 135 ksi Fy 63 ksi Fu GRADE J Fy Fu TOWER DESIGN NOTES 1. Tower designed for Exposure C to the TIA-222-H Standard. 2. Tower designed for a 110 mph basic wind in accordance with the TIA-222-H Standard. 3. Tower is also designed for a 30 mph basic wind with 0.50 in ice. Ice is considered to increase in thickness with height. 4. Deflections are based upon a 60 mph wind. 5. Tower Risk Category II. 6. Topographic Category 1 with Crest Height of 0.00 ft 7. TOWER RATING: 25.6% MOMENT 14 kip-ft 30 mph WIND - 0.5000 in ICE AXIAL 13K SHEAR 4Kf MOMENT 137 kip-ft REACTIONS - 110 mph WIND GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 ob: BU #: 825999 - Military & 27th/Church MF Project: 2019777.825999.01 Client Crown Castle Drawn by: eschnaus App'd: Code: TIA-222-H Date:01/24/19 scale: NTS Path: Dwg No. E-1 MiNosgaeo.comlra.LEcoavcw.v M82l999o,11 mommov.44moosn,o, Round Fla( Feed Line Distribution Chart 0' - 61'9-31/32" APO in Face p Out Face Truss Leg Face A 57.00 49.00 4.00 Face 13 Face C 57.00 4.00 61.83 51 63 0.00 GPD 520 South Main Street Suite 25 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job: LI II: 825999 - Military & 27th Chu c MF Prcnect 2019777.825999.01 1.`eet: Crown Castle jorawn by: eschnaus Cede T1A-222-H a 01/24/19 e NT Path: %KfO1 qvic.p.conWr EL ECOHRCeown.251399,0 I knods,Rev ONnoesil No.E7 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job BU #: 825999 - Military & 27th/Church MP Page1 of 5 Project 2019777.825999.01 Date 08:22:10 01/24/19 ClientDesigned Crown Castle by eschnaus Tower Input Data The tower is a monopole. This tower is designed using the TIA-222-H standard. The following design criteria apply: Tower base elevation above sea level: 355.00 ft. Basic wind speed of 110 mph. Risk Category II. Exposure Category C. Simplified Topographic Factor Procedure for wind speed-up calculations is used. Topographic Category: 1. Crest Height: 0.00 ft. Nominal ice thickness of 0.5000 in. Ice thickness is considered to increase with height. Ice density of 56 pcf. A wind speed of 30 mph is used in combination with ice. Temperature drop of 50 °F. Deflections calculated using a wind speed of 60 mph. A non -linear (P-delta) analysis was used. Pressures are calculated at each section. Stress ratio used in pole design is 1.05. Tower analysis based on target reliabilities in accordance with Annex S. Load Modification Factors used: Kes(F,x) 0.95, Kes(ti) = 0.85. Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios A/ 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) SR Members Have Cut Ends SR Members Are Concentric Distribute Leg Loads As Uniform Assume Legs Pinned q Assume Rigid Index Plate '/ Use Clear Spans For Wind Area \I Use Clear Spans For KL/r Retension Guys To Initial Tension V Bypass Mast Stability Checks Al Use Azimuth Dish Coefficients \I Project Wind Area of Appurt, Autocalc Torque Arrn Areas Add IBC .6D+W Combination Ai Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Ignore KL/ry For 60 Deg. Angle Legs Use ASCE 10 X-Brtwe 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 Feed Line Torque Include Angle Block Shear Check Use TIA-222-H Bracing Resist. Exemption Use TIA-222-H Tension Splice Exemption Poles "4 Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets \I Pole Without Linear Attachments Pole With Shroud Or No Appurtenances Outside and Inside Corner Radii Are Known Pole Section Geometry Section Elevation ft Section Length ft Pole Size Pole Grade Socket Length ft Li 61.83-51 /13 10.00 L2 51.83-43.83 8.00 P4 X-STR P4 XX-STR A53-B-35 (35 ksi) A53-B-35 (35 ksi) tnxTawer GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job BU #: 825999 - Military & 27th/Church MP Page2 of 5 Project 2019777.825999.01 Date 08:22:10 01/24/19 Client Crown Castle Designed by eschnaus Section Elevation Section Pole Length Size ft ft Pole Socket Length Grade L3 43.83-39.83 4.00 P32x0,375 A53-B-35 (35 ksi) L4 39.83-0.00 39.83 P26x0.375 A53-B-35 (35 ksi) Tower Elevation ft LI 61.83-51.83 L2 51.83-43.83 L3 43.83-39.83 L4 39.83-0.00 Gusset Area (per face) ft' Gusset Gusset Grade Adjust, Factor Adjust, Thickness A j Factor A, in 1 1 0 0 1 Weight Mult, Double Angle Double Angle Double Angle Stitch Bolt Stitch Bolt Stitch Bolt Spacing Spacing Spacing Diagonals Horizontals Redundants in in in Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Exclude Component Placement or Shield From Type Leg Torque Calculation ft Total Number CAAA ft2/ft Weight plf I.DF5-50A(7/8) C No No Inside Pole 57.00 - 4.00 18 No Ice 0.00 1/2" Ice 0.00 AVAS-50(7/8) C No No Inside Pole 49.00 - 4.00 8 No Ice 0.00 1/2" Ice 0.00 0.33 0.33 0.30 0.30 Discrete Tower Loads Description Face Offset Offsets: Azimuth or Type Horz Adjustment Leg Lateral Placement Vert ft ft ft ft CAAA Front CAAA Side ft2 Weight K Canister Load I C None 0.0000 61.83 No Ice 6.00 6,00 0.08 1/2" Ice 6.19 6.19 0.18 Canister Load2 C None 0.0000 51.83 No Ice 10.80 10.80 0.21 1/2" Ice 11.14 11.14 0.39 Canister Load3 C None 0.0000 43.83 No Ice 4.80 4.80 0.30 1/2" Ice 4.95 4.95 0.38 16' Long x 32" Dia. Cross Arm A From Face 8.00 0.0000 41.83 No Ice 25.60 6.70 2.03 0.00 1/2" Ice 28.00 7.50 2.35 0.00 16' Long x 32" Dia, Cross Arm B From Leg 8.00 0.0000 41.83 No Ice 25.60 6.70 2.03 0.00 1/2" Ice 28.00 7.50 2.35 0,00 NH -65C-R2B w/ Mount Pipe A From Leg 1.00 0.0000 57.00 No Ice 0.00 0.00 0.10 0,00 1/2" Ice 0.00 0.00 0.19 0.00 NHH-65C-R2B w/ Mount Pipe B From Leg 1.00 0.0000 57.00 No Ice 0.00 0.00 0.10 0.00 1/2" Ice 0.00 0.00 0.19 0,00 NHH-65C-R2B w/ Mount Pipe C From Leg 1.00 0.0000 57.00 No Ice 0.00 0.00 0.10 0,00 1/2" Ice 0.00 0.00 0.19 0,00 'FMBXX-6516-A2M w/ Mount Pipe A From Leg 1.00 0.0000 49.00 No Ice 0,00 0.00 0.05 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 JobBU #: 825999 - Military & 27th/Church MP Page of 5 Project 2019777.825999.01 Date 08:22:10 01/24/19 Client Crown Castle Designed by eschnaus Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustment Leg Lateral Vert ft ft2 fi CAAA Front CAAA Side ft2 Weight 0.00 1/2" Ice 0.00 0.00 0.10 0.00 TmBXX-6516-A2M w/ Mount Pipe C From Face 1.00 0.0000 49.00 No Ice 0.00 0.00 0.05 0.00 I/2" Ice 0.00 0.00 0.10 0.00 (4) E15S09P50 A From Leg 1.00 0.0000 49.00 No Ice 0.00 0.00 0.01 0.00 1/2" Ice 0.00 0.00 0.02 0.00 (4) E15S09P50 C From Face 1.00 0.0000 49.00 No Ice 0.00 0.00 0.01 0.00 1/2" Ice 0.00 0.00 0.02 0.00 (2) ATM200-001 A From Leg 1.00 0.0000 49.00 No Ice 0.00 0.00 0.00 0.00 1/2" Ice 0.00 0.00 0.00 -4.00 (2) ATM200-001 C From Face 1.00 0.0000 49.00 No Ice 0.00 0.00 0.00 0.00 1/2" Ice 0.00 0.00 0.00 -4.00 Maximum Tower Deflections - Service Wind Section Elevation Horz. Gov. Tilt Twist No. Deflection Load ft in Comb. ° LI 61.833 - 51.833 1.2 51.833 - 43.833 L3 43.833 - 39.833 L4 39.833 - 0 1.619 0.910 0.571 0.494 43 43 43 43 0.3680 0.2796 0.0925 0.0919 0.0001 0.0000 0.0000 0.0000 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance 61.83 Canister Load I 57.00 NHH-65C-R2B w/ Mount Pipe 51.83 Canister Load2 49.00 TMBXX-6516-A2M w/ Mount Pipe 43.83 Canister Load3 41.83 16Long x 32" Dia. Cross Arm Gov. Load Comb. 43 43 43 43 43 43 Deflection in 1.619 1.253 0.910 0.760 0.571 0.528 Tilt 0.3680 0.3501 0.2796 0.2056 0.0925 0.0854 Twist 0.0001 0 .000 1 0.0000 0.0000 0.0000 0.0000 Radius of Curvature ft 6366 6366 3402 3005 3408 5111 Maximum Tower Deflections - Design Wind Section No. Elevation fi Horz. Deflection in Gov. Load Comb, Tilt Twist LI 61.833 - 51.833 5.799 10 1.3190 0.0009 L2 51.833 - 43.833 3.256 10 1.0021 0.0006 L3 43.833 - 39.833 2.042 10 0.3310 0.0000 IA 39.833 - 0 1.766 10 0.3288 0.0000 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job BU #: 825999 - Military & 27th/Church MP Page 4 of 5 Project 2019777.825999.01 Date 08:22:10 01/24/19 Client Crown Castle Designed by eschnaus Critical Deflections and Radius ot Curvature - Desi n Wind Elevation Appurtenance Gov, Deflection Tilt Twist Radius of fi Load Curvature Comb. in 0 0 ft 61.83 Canister Loadl 10 5.799 1.3190 0.0009 1776 57.00 NHI-1-65C-R213 w/ Mount Pipe 10 4.487 12551 0.0009 1776 51,83 Canister Load2 10 3.257 1.0021 0.0006 949 49.00 TM13)0{-6516-A2M w/ Mount Pipe 10 2.719 0.7368 0.0004 838 43.83 Canister Load3 10 2.042 0,3310 0.0000 950 41.83 16Long x 32" Dia, Cross Arm 10 1.887 0.3057 0.0000 1425 Compression Checks Pole Design Data Section Elevation No. ft Size L ft ft Kl/r A in 2 K K Ratio 4P. L1 61.833 - 51.833 (1) L2 51.833 - 43.833 (2) L3 43.833 - 39.833 (3) L4 39.833 - 0 (4) P4 X-STR P4 XX-STR P32x0.375 P26x0.375 10.00 0.00 0.0 4.4074 -0.92 138.83 0.007 8.00 0.00 0.0 8.1013 -1.84 255.19 0.007 4.00 0.00 0.0 37.2573 -7.34 1173.61 0.006 39.83 0.00 0.0 30.1887 -12.62 950.95 0.013 Pole Bending Design Data Section Elevation No. ft LI 61.833 - 51.833 (1) L2 51.833 - 43.833 (2) L3 43.833 - 39.833 (3) L4 39.833 - 0 (4) Size P4 X-STR P4 XX-STR P32x0.375 P26x0.375 kip-ft kip-ft 2.16 15.36 Ratio M, 41211i. 0 141 M, kipft 0.00 15.36 Ratio M, 0.000 6.84 26.17 0.261 0.00 26.17 0.000 13.43 917.90 0.015 0.00 917.90 0.000 137.28 624.25 0.220 0.00 624.25 0.000 Pole Shear Design Data Section Elevation No. ft Size LI 61.833 - P4 X-S'1R 51.833 (1) Actual K 0,59 6V, 41.65 Ratio V, 0,014 Actual T, kip-ft 0.00 OT„ kip-ft 15.24 Ratio T 6T, 0.000 L2 51.833 - P 4 XX-STR 0.74 76.56 0.010 0.00 25.75 0.000 43.833 (2) L3 43.833 - P32x0.375 2,56 352.08 0.007 0.00 978.93 0.000 39.833 (3) L4 39.833 - 0 (4) P26x0.375 3.60 285.28 0.013 0.00 64172 0.000 tnxTower GPD 520 South Main Street Suite 2531 Akron, Ohio 44311 Phone: (330) 572-2100 FAX: (330) 572-2101 Job BU #: 825999 - Military & 27th/Church MP Page 5 of 5 Project 2019777.825999.01 Date 08:22:10 01/24/19 Client Crown Castle Designed by eschnaus Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. No. P„ M„,T M V„ T„ Stress ft OP„ tpV„ OT Ratio LI 61.833 - 51.833 (1) 0.007 0.141 0.000 0.014 0.000 0.148 L2 51.833 - 0.007 0.261 0.000 0.010 0.000 43.833 (2) L3 43.833 - 0.006 0.015 0.000 0.007 39.833 (3) L4 39,833 - 0 (4) 0,013 0.220 0,000 0.013 0.000 Allow. Stress Ratio 1.05Q 0.269 1.050 0.000 0.021 1.050 0.233 1.050 Criteria 4.8.2 4' 4.8.2 d 4.8.2 ✓ 4.8.2 ✓ Section Capacity Table Section No. Elevation fi Component Type Size Critical P Element K 0Palbw Pass K Capacity Fail LI 61.833 - 51.833 Pole L2 51.833 - 43.833 Pole L3 43.833 - 39.833 Pole L4 39.833 - 0 Pole P4 X-STR P 4 XX-S7R P32x0.375 P26x0.375 1 -0.92 145.78 14.1 Pass 2 -1.84 267.95 25.6 Pass 3 -7.34 1232.29 2.0 Pass 4 -12.62 998.49 22.2 Pass Summary ELC: LC5 Pole (L2) 25.6 Pass Rating = 25.6 Pass 51.83 ft Concealment Tower Structural Analysis Project Number 2019777.825999.01, Order 472625, Revision 1 APPENDIX B BASE LEVEL DRAWING January 29, 2019 CCI BU No 825999 Page 8 tnxTower Report - version 8.0.5.0 FEMME KEY CIATUIPINKCCOFONVI MonwErcual m®ruIMET#MM4 • comcautEffows,, IbitglOotmote.E9Akmcome BASE LEVEL DRAWING BUSINESS LEdT; 925999 TONER ID C_BASE]iiEl, PROPOSLD EOUPIIEM COIIIO O I5) 7/5" TO 57 FT LES (OMER CONSIOPAED EOUP$AT) (5) 7/5" TO 49 PT LLWL r•ra CROWNAEGION ADDRESS USA DRAWN BY: MN CHECKED BY: AAB DRAWING DATE iSI06/17 SITE NUMBER: SITE NAME: SITE NAME MILITARY S 2TTHJCMIACM MP BUSINESS UNIT NUETBER 525999 SITE ADDRESS 711E SO.14STH ST SEATTLE,WASSIEE KING COUNTY USA SHEEr TNLE BASE LEVEL I SHEET NUMBER Al.0 51,83 ft Concealment Tower Structural Analysis Project Number 2019777.825999.01, Order 472625, Revision 1 APPENDIX C ADDITIONAL CALCULATIONS January 29, 2019 CCI BU No 825999 Page 9 tnxTower Report - version 8.0.5.0 CCI Flagpole Tool Site Data BUS: 825999 Site Name: Military & 27th/Church MP Order #: 472625 Rev. 1 Code Code: TIA-222-H Ice Thickness: 0.425 in Windspeed (V): 110 mph Ice Wind Speed (V): 30 mph Exposure Category: Topographic Feature: Risk Category: N/A Tower Information Total Tower Height: Base Tower Height: Total Canister Length: Number of Canister Assembly Sections: 61.833 ft 43.833 ft 18 ft 2 CROWN __CASTLE FLANGE PLATE (TYPE 1: SOUD1TY PATO OAS) Canister ction Se Number *: Canister Assembly Length (ft): Canister Assembly Diameter (in): Number of Sides Canister Section plate Mating Flange Plate Thickness (in): Mating Flange Plate Diameter (in): Solidity Ratio Plate i Weght (Kip): Canister Weight (Kip) 'Din 1 10 32 - Round 1 2,00 12 0 45 0.058 0.168 2 , 8 32 Round 1 1.38 .,. 31.5 0.45 0.273 0.134 Sections are numbered from the top of the tower down •• Mating Flange Plate Thickness at the bottom of canister section Flag on Tower: No Truck Ball on Tower: No Geometry : Base Tower + Spine 825999.eri last saved 01/14 10:22 am) Pole Height Above Base (ft) Section Length (ft) Lap Splice Length (ft) Number of Sides Top Diameter (in) Bottom Diameter (in) Wall Thickness (in) Bend Radius (in) Pole Material 61.833 10 0 4.5 4.5 0.337 n/a A53-B-35 51.833 6 0 4.5 4,5 0.674 n/a A53-B-35 43.833 4 0 32 32 0.375 n/a A53-B-35 39.833 39.833 0 26 26 0.375 n/a A53-B-35 Discrete Loads : CnAn for Canister Assembly Canister Loading Apply C,A, at Elevation(z) (ft) CFAF No Ice (ft') CFA, 1/2" Ice (fit2) CFA, 1" Ice (ft2) CA, 2" ice (f-tz) CFA, 4" Ice (ft2) Canister A.ssembly Weight No Ice (Kip) Canister Assembly Weight 1/2" Ice (Kip) Canister Load 1 61.833 6.000 6.188 6.375 6.750 7.500 0,084 0.183 Canister Load 2 51.833 10.800 11.138 11.475 12,150 13500 0.209 0.387 Canister Load 3 43.833 4.800 4.950 5.100 5.400 6.000 0,340 0.420 Deflection Check Required: Yes Jrnoort Deflection Resulti 3% Spine Deflection Check Allowable (3%) Horizontal Spine Deflection (inches) Actual Deflection • **(inches) Sufficient/ Insufficient 6.480 1.048 Sufficient ". Relative deflection under senate tevel wind speed Page 1 of 2 CCIFIagpole Tool (2.1.0) Monopole Flange Plate Connection BU p 825999 Site Name litary & 27th/Church r Order 8 472625 Rev. 1 TIA-222 Revision H Top Plate - External Elevation = 51.8.33 ft. Applied Moment (kip-ft) Loads 2.16 Axial Force (kips) 0.92 Shear Force (kips) 0.59 *TIA-222-H Section 15..5 Applied Connection Properties Bolt Data CROWN CILIk CASTLE Bottom Plate - External (6) 5/8" 0 bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 9" BC Top Plate Data 12" OD x 2" Plate (A572-50; Fy=S0 ksi, Fu=65 ksi) Top Stiffener Data N/A Top Pole Data 4.5" x 0.337" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Bottom Plate Data 12" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Bottom Stiffener Data N/A Bottom Pole Data 4.5" x 0.674" round pole (A53-B-35; F y=35 ksi, Fu=60 ksi) Analysis Results Bolt Capacity Max Load (kips) Allowable (kips) Stress Rating: Top Plate Capacity Max Stress (ksi): 0.77 (Flexural) Allowable Stress (ksi): 45.00 Stress Rating: 1.6% Pass Tension Side Stress Rating: 1.4% Pass 1.77 20.34 8.3% Pass Bottom Plate Capacity Max Stress (ksi): 0.77 (Flexural) Allowable Stress (ksi): 45.00 Stress Rating: 1.6% Pass Tension Side Stress Rating: 1.4% Pass CClplate -version 3.5.0 Analysis Date: 1/24/2019 Monopole Flange Plate Connection BU # 825999 Site Name litary & 27th/Church Order # 472625 Rev. 1 TIA-222 Revision Top Plate - External Elevation = 43.833 ft. Applied Moment (kip-ft) Loads 6.84 Axial Force (kips) 184 Shear Force (kips) 0.74 •TIA-222-14 Section 15.5 Applied am:CROWN CASTLE Bottom Plate - Internal Connection Properties Bolt Data (6) 5/8" 0 bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 28" BC Top Plate Data 31.5" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Top Stiffener Data N/A Top Pole Data 4.5" x 0.674" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Bottom Plate Data 25" ID x 0.75" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Bottom Stiffener Data N/A Bottom Pole Data 32" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Analysis Results Bolt Capacity Max Load (kips) Allowable (kips) Stress Rating: Top Plate Capacity Max Stress (ksi): Allowable Stress (ksi): Stress Rating: Tension Side Stress Rating: 1.43 (Flexural) 45.00 3.0% Pass 7.6% Pass 1.65 20.34 7.7% Pass Bottom Plate Capacity Max Stress (ksi): 3.67 (Flexural) Allowable Stress (ksi): 45.00 Stress Rating: 7.8% Pass Tension Side Stress Rating: N/A CClplate - version 3.5.0 Analysis Date: 1/24/2019 Monopole Flange Plate Connection BU p 825999 Site Name litary & 27th/Church Order 0 472625 Rev. 1 TIA-222 Revision H Top Plate - Internal Elevation = 39.833 ft. Applied Moment (kip-ft) Loads 13.43 Axial Force (kips) 7.34 Shear Force (kips) 2.56 *TIA-222-H Section Applied CROWN Crit4 CASTLE Bottom Plate - Internal Connection Properties Bolt Data (12) 1" 0 bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 22" BC Top Plate Data 19.5" ID x 0.75" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Top Stiffener Data N/A Top Pole Data 32" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Bottom Plate Data 19.5" ID x 0.75" Plate (A36; Fy=36 ksi, Fu=58 ksi) Bottom Stiffener Data N/A Bottom Pole Data 26" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Analysis Results Bolt Capacity Max Load (kips) Allowable (kips) Stress Rating: Top Plate Capacity Max Stress (ksi): Allowable Stress (ksi): Stress Rating: Tension Side Stress Rating: 12.27 (Flexural) 45.00 26.0% Pass 5.7% Pass 1.83 54.54 3.2% Pass Bottom Plate Capacity Max Stress (ksi): 5.33 (Flexural) Allowable Stress (ksi): 32.40 Stress Rating: 15.7% Pass Tension Side Stress Rating: 2.2% Pass CClplate- version 3.5.0 Analysis Date:1/24/2019 Monopole Base Plate Connection CROWN CASTLE Site Info BU 82 999 Site Name litary & 27th/Church Order # 472625 Rev. 1 Analysis Considerations TIA-222 Revision H Grout Considered: No (in) 1.75 Applied Loads Moment (kip-ft) 137.28 Axial Force (kips) 12.62 Shear Force (kips) 3.60 "TIA-222-H Section 15.5 Applied Connection Properties Analysis Results Anchor Rod Data GROUP 1: (4) 1-1/2" 0 bolts (F1554-55 N; Fy=55 ksi, Fu=75 ksi) on 32" BC GROUP 2: (4) 1-1/2" 0 bolts (A193 Gr. B7 N; Fy=105 ksi, Fu=125 ksi) on 32" BC Base Plate Data 38" OD x 1.5" Plate (A36; Fy=36 ksi, Fu=58 ksi) Stiffener Data N/A Pole Data Anchor Rod Summary GROUP 1: Pu_c = 27.3 Vu = 0.45 Mu = 0.51 GROUP 2: Pu_c = 27.3 Vu = 0.45 Mu = 0.51 26" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Base Plate Summary (units of kips, kip -in) ct)Pn _c = 77.55 Stress Rating 4/n = 23.27 36.0% efoMn = 19.84 Pass cIpPn _c 148.05 Stress Rating 4Vn= 44.42 18.9% 41Mn = 37.89 Pass Max Stress (ksi): Allowable Stress (ksi): Stress Rating: 8.55. 32.4 25.1% (Flexural) Pass CClplate - version 3.5.0 Analysis Date: 1/24/2019 GPD eschnaus 2019777.825999.01 BU #: 825999 - Military & 27th/Church MP SK - 1 .tan 24, 2019 at 9:06 AM testi ,rt3 GPD eschnaus 2019777.825999.01 BU #: 825999 - Military & 27th/Church MP SK - 2 Jan 24, 2019 at 9:06 A test1.rt3 Company GPD Jan 24,cmo N�N�N� � oouhnauo eo7Am � �� Job Number � �o1sn7x��u.u1 Ch��s� ----ANEMETSCHEKOOMPAly Model Name BU#:825SSB'Military &27|h/ChumhMP (Global) Model Settincis Display Sections for MemberCalcs 5 Max Internal Sections for Member Calcs 87 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load EkvvnIntersecting Wood Wall? Yes Area Load Mesh (in ^2) 144 Merge Tolerance (in) .12 P'Do|taAnalysis Tolerance 0.50% Include P'De|tafor Walls? Yes Automatically Iterate Stiffness for Walls? No Max Iterations for Wall Stiffness D Gravity Acceleration (ft/seo^2) 32.2 Wall Mesh Size (in) 24 Eigonoo|utionConvergence Toi(1.E') 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Standard Solver Hot Rolled Steel Code /USC14th(3GO'1O):LRFO Adjust Stiffness? Yes(Iterative) Cold Formed S��lCode ---- — — None --- -- -- VVoodCodo None Wood Temperature <1OOF Concrete Code None Masonry Code AC|53O-13:ASO Aluminum Code AAADW11'15:ASD - Building Stainless Steel Code A|8C 14th(360'10):A8D Adjust Stiffness? Yes(Iterative) Number ofShear Ragions Region Increment (in) Biaxial Column Method Exact Integration ParmeBeta Factor (PCA) .65 Concrete Stress Block �Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? No Bad Framing VVarninAs7 No Unused Force Warnings? |Yes Min 1Bar Diam.Spacing? No Concrete RobarSet REBAR 8ET`AJSTPWA615 Min% Steel for Column 1 Max% Steel for Column 8 R|6A-3DVersion 17.O.O [l'LJTELECDM\Cnuwn\8250QO\01 K4oda\Re«O\tnx\too1.r3 Page Company : GPD Jan 24, 2019 : eschnaus 9:07 AM IhhiRisA JobNumber : 2019777.825999.01 Checked By: A NEMETSCHEK COMPANY Model Name : BU #: 825999 - Military & 27th/Church MP (Global) Model Settinas, Continued Seismic Code ASCE 7-10 Seismic Base Elevation (ft) Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X (sec) .762 T Z (sec) .762 R X 1.5 R Z 1,5 Ct Exp. X .75 Ct Exp. Z .75 SD1 .562 SDS .999 Si .562 TL (sec) 6 Risk Cat I or II Drift Cat Other Om Z 1 Om X 1 Cd Z 4 Cd X 4 Rho Z 1 Rho X Hot Rolled Steel Design Parameters Label Sha e Lenath[ftl Lbwlf Lbzz ft Lcom 3 tooFftl Lcomo bot ftL-tor u... K Kzz Function 1 M1 ANT_LEG_... 10 10 10 10 10 10 2.1 2,1 Lateral 2 M2 ANT_LEG...— 8 8 8 8 8 8 2.1 2.1 Lateral 3 M3 ANT_LEG_... 4 4 4 4 4 4 2.1 2.1 Lateral 4 M4 ANT_LEG_... 39.833 39.833 39.833 39.833 39.833 39.833 2.1 2.1 Lateral Joint Loads and Enforced Displacements Joint Label L D M No Data to Print ... Directi n ViNftitiide (k k-ft) (in rad) (k*s^2/ Member Point Loads (BLC 1 : Dead) Member Label Direction Ma nitud k k-ft Location ft % 1 M1 Y -.084 10 2 M1 Y -.209 .00033 3 M2 Y -.299 .00033 4 M3 Y -2.027 2 5 M3 Mv 9.46 2 6 Mz 16,386 7 _M3 M3 Y -2.027 2 8 M3 My -9.46 2 9 M3 Mz -16.386 2 10 M1 Y -.1 5.167 11 M1 Mv .119 5.167 12 M1 Y 5.167 13 M1 JAY -Q9 5,167 14 • Mz -.103 5.167 _1_ 16 _W M1 Y -.1 5.167 M1 Mv -.059 5.167 RISA-3D Version 17.0.0 [\...\...\TELECOM\Crown\825999\01 Mods\Rev. 0\tnx\test1.rt31 Page 2 Company : GPD A Job bsipinuemrber : eschnaus IIIRIS : 2019777.825999.01 A NEMETSCHEK COMPANY Model Name : BU #: 825999 - Military & 27th/Church MP Jan 24, 2019 9:07 AM Checked By: Member Point Loads (BLC 1 : Dead) (Continued) r Label Direction nitude k k-ft Locationlft.% M1 z .103 5.167 2 Y -.05 5.167 19 M2 Mv .059 5.167 20 M2 Y -.05 5.167 21 M2 Mv -.059 5.167 M2 Y -.04 5.167 23 M2 Mv .048 5.167 24 M2 Y -.04 5.167 ral M2 My -.048 5.167 FM M2 Y -.001 5.167 27 M2 My .001 5.167 28 M2 Y -.001 5.167 29 2 M -.001 5.167 Member Distributed Loads (BLC 1 : Dead) Directionni f End Ma nit de k/ft F L nf % End L i n ° 1 Mi Y -.003 -.003 Q 10 2 M2 Y -.007 -.007 0 8 3 M3 Y -.008 -.008 0 4 4 M4 Y -.008 -.008 0 39.83 Basic Load Cases BLC Description Dead Category DL X Gravity Y Gravity Z Gravity -1 Joint Point Distributed Area(Me... SurfacLF... 29 4 Load Combinations Description Sol..PD..SR...BLC Fact.. BLC Fact.. BLC Fact.. BLC Fact.. BLC Fact...BLC Fact...BLC Fact...BLC Fact.. BLC Fact.. BLC Fact.„ 1 DL Yes y DL 1 2 0.2+0.2S... Yes Y DL 1.2 DL .2 SX.. 1 Joint Reactions L oint Label X Ik Y Fk Z Ek MX k-ft MY k-ft MZ fk-ft 2 N24 , -4.4 14.727 0 0 0 - $5. 2 2 Totals; -4.4 14.727 0 3 2 COG (ft): X: 0 i Y: 34.075 Z: 0 Member Section Forces I Sec Axialfkl v ShearFklz Shear[kl Tor ue k-ft -v Moment k-ft z-z Moment k-ft 1 8 ;82 0 • • • 2 .727 .848 0 . 24 • • , .804 1 4 4 8 . 0 0 . • 5 5 .117 .214 0 0 Q 0 6 2 M2 1 2.149 1.297 0 0 0 15.197 7 2 1.632 2:4 0 12. 1 1. 34 1.25 0 1 8 11.14 •4 1.181 1.1 0 I I : . • :: 11 2•T1T g1i.c 0 • 2 71 RISA-3D Version 17,0.0 [\...1...\TELECOM\Crown\825999\01 Mods\Rev. 0\tnx\testl .rt3] Page 3 IRIS I Company : GPD " Job urnber Designer : eschnaus : 2019777.825999.01 A NEMETSCHEK COMPANY Model Name : BU #: 825999 - Military & 27th/Church MP Jan 24, 2019 9:07 AM Checked By: Member Section Forces (Continued) LC Member Label Sec Axiallkl y Shear k z ShearFkl T ue k-f Mom t k-ft z-z Moment k-ft 12 2 8.391 3.553 0 0 0 20.746 13 3 8.202 3.487 0 0 0 18.025 14 4 2.338 1.494 9 0 0 16.588 15 5 2.149 1.44 0 0 0 15.197 16 2 M4 1 14.727 4.4 0 0 0 185.329 17 2 13.19 4.379 0 0 0 142.112 18 3 11.654 4.263 0 0 0 99.73 19 4 10.117 4.028 0 0 5 .366 2Q 8.581 3.637 0 0 0 23.715 Member AISC 14th(360-1()): LRFD Steel Code Checks LC Member Sha e UC Max Loc[ttl Shear UC Loc[ftt Dir hi*Pnc k ohi*Pnt[kl ohiMnvv..ohi*Mnzz b E n 1 2 1 M1 P4 X-STR .386 0 .021 0 34.189 138.834 15.365 15.365 1 H1-1b 2 2_ M2 P 4 XX-STFI .59$ 0 .017 84.954 255.191 26.167 26.167 1 H1-1 b 3 2 M3 P32x0.375 .029 0 .010 ___ 0 1168.735 1173.606 920.123 920.123 1 H1-1 b 4 2 M4 P26x0.375 .311 0 .015 0 507.395 950.945 626.045 626.045 1 H1-1b Response Spectra Data X Direction Spectra ASCE 2010, Para e ic Desi n S ec a Modes Used All 100 modes Mode No. for Signs Modal Combination Method C C Damping Ratio 5 Percent Y Directon Spectra ASCE 2010, Parametric Design Spectra Modes Used All 100 modes Mode No. for Signs Modal Combination Method CQC Damping Ratio 5 Percent Z Direction Spectra ASCE 2010, Parametric Design Spectra Modes Used All 100 modes Mode No. for Signs Modal Combination Method ' CQC Damping Ratio 5 Percent Frequencies / Participation Mode Number Frequency Hz Period (Sec) Percent Modal Participation X Soectra Y S ectra Z Soectra 1 1.312 .762 64.851 2 1.312 .762 64.851 3 2.455 .407 14.312 4 2.455 .407 14.312 5 10.591 .094 1.137 6 10.591 .094 1.137 7 17.442 .057 9.802 8 17.442 .057 9.802 9 26.044 .038 .271 10 26.044 .038 .271 11 47.279 L .021 86.662 RISA-3D Version 17.0.0 [\.„\...\TELECOM\Crown\825999\01 Mods\Rev. 0\tnx\test1.113] Page 4 Company QPD IIIRISAO ��Job Number 2019777.825899.01 ANEMETSCHEK COMPANY Model Name BU #: 825999 - Military & 27thiChurch MP Jana4, 2018 S:07 AN Checked By: Frequencies / (continued) Mode Number Frequency Percent Modal Participation 12 51/K08 .019 3.134 13 51.408 .019 3.134 14 60.585 .017 .885 15 80.585 ,O17 .385 18 102.485 .01 1701 17 102.485 � .01 1.701 18 128.281 .008 115 18 128.281 .00R .015 20 138.448 .007 1.269 21 161-384 .006 .891 22 161.384 .008 .891 23 185.867 .005 176 24 185867 .005 ,176 25 210.649 .005 6.516 26 225.66 .004 .235 27 225.66 .004 .235 28 239.691 .004 .382 29 239.691 .OD4 .392 30 297.826 .008 .358 31 297.826 .003 .358 32 332.293 .003 .076 33 346.872 .003 .182 34 346.872 .003 .182 35 362.305 .003 .106 86 362.305 .003 .106 37 391.455 .003 .035 38 391.455 .803 .035 39 394.547 .003 1.868 40 423.737 .UO2 -244 41 423737 .244 43 490074 002 .205 45 558.51 .002 .007 46 558.51 .002 .007 47 576.251 .002 .146 48 575.251 ,002 .146 48 580.067 .002 .91 50 605.263 .002 .002 51 806.263 .002 .002 52 852.013 .002 .112 53 652.013 .002 .112 54 723.867 .001 .081 SS 723.867 .001 .081 SG 761.418 .001 .39 57 774.612 .001 ,118 58 776.052 .001 59 776.062 .001 60 790.839 .001 .OSQ 61 790.833 .001 .059 62 852.022 .001 .042 63 852.023 .001 .042 84 898.399 .001 65 898.399 .001 R|SA-3DVersion 17.O.O [l'LJTELECDM\C1 Modo\RoxO\tnx\tes1.rt3 Company GPD IIIRISAO ��Job Number 2019777.8e5999.01 A NEMETSCHEK COMPANY Model Name BU #: 825999 - Military & 27th/Church MP Jan 24, 2019 9:07/M Frequencies Mode Number Frequency Period Percent Modal Participation 66 906.936 .001 .029 67 906.936 l01 .029 68 944.879 .001 .312 69 955.16 .001 .02 70 955.16 .001 .02 71 978.286 .001 72 976.286 .001 73 998.64 .001 .013 74 996`84 .001 .013 75 1031.098 O .008 78 1031.098 O .008 77 1039.219 O 78 1039.219 O 78 1058.335 D .004 80 1058.335 O .004 81 1076,872 V .023 02 1078.059 O .002 83 1078.059 0 .002 04 1080.013 O 85 1090.013 0 86 1125.763 O .192 87 1268.576 O 88 1266.576 O 89 1285.748 O 90 1285.748 O 81 1292.088 O .145 92 1344.408 O 93 1353.836 O 94 1353.836 0 95 1453.613 O .104 38 1586.442 V 97 1606.832 O .075 98 1830.001 O 99 1644.87 U 100 1644,87 O Totals 98.957 1 98.763 98.957 R|SA-3DVersion 17.O.O [\l.I7ELECOM\C 1K8odaURov 0\tnx\Ies1.rt3 Page Monopole Flange Plate Connection BU # 825999 Site Name litary & 27th/Church I Order # 472625 Rev. 1 TIA-222 Revision Top Plate - External Elevation = 51.833 ft, Applied Moment (kip- Loads 5.69 . Axial Force (kips) 1.08 Shear Force (kips) . 0,88 *TIA-222-li Section 15.5 Applied .4 Bolt Data CROWN %„.• CASTLE Bottom Plate - External (6) 5/8" 0 bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 9" BC Top Plate Data 12" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Top Stiffener Data N/A Top Pole Data 4.5" x 0.337" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Bottom Plate Data 12" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Bottom Stiffener Data N/A Bottom Pole Data 4.5" x 0.674" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Analysis Results Bolt Capacity Top Plate Capacity Max Stress (ksi): Allowable Stress (ksi): Stress Rating: Tension Side Stress Rating: 1.92 (Flexural) 45.00 4.1% Pass 3.8% Pass Bottom Plate Capacity Max Stress (ksi): 1.92 (Flexural) Allowable Stress (ksi): 45.00 Stress Rating: 4.1% Pass Tension Side Stress Rating: 3.8% Pass CClplate - version 3.5.0 Analysis Date: 1/24/2019 Monopole Flange Plate Connection BU # 825999 Site Name litary & 27th/Church r Order # 472625 Rev. 1 TIA-222 Revision H IIP Top Plate - External Elevation = 43.833 ft. Applied Moment (kip-ft) Loads 15.20 Axial Force (kips) Shear Force (kips) 1.30 *TIA-222-H Section 15.5 Applied 0CROWN v CASTLE Bottom Plate - Internal Bolt Data (6) 5/8" 0 bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 28" BC Top Plate Data 31.5" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Top Stiffener Data N/A Top Pole Data 4.5" x 0.674" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Bottom Plate Data 25" ID x 0.75" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Bottom Stiffener Data N/A Bottom Pole Data 32" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Analysis Results Bolt Capacity Top Plate Capacity Max Stress (ksi): Allowable Stress (ksi): Stress Rating: Tension Side Stress Rating: 2.94 (Flexural) 45.00 6.2% Pass 18.4% Pass Bottom Plate Capacity Max Stress (ksi): 7.62 (Flexural) Allowable Stress (ksi): 45.00 Stress Rating: 16.1% Pass Tension Side Stress Rating: N/A CClplate - version 3.5.0 Analysis Date: 1/24/2019 Monopole Flange Plate Connection BU # 825999 Site Name litary & 27th/Church Order # 472625 Rev. 1 TIA-222 Revision H Top Plate -Internal Elevation=39.833 ft, Applied Moment (kip-ft) Loads 23.72 Axial Force (kips) 8.58 Shear Force (kips) 3.55 *TIA-222-H Section 15.5 Applied am:CROWN CASTLE Bottom Plate - Internal Bolt Data (12) 1" 0 bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 22" BC Top Plate Data 19.5" ID x 0.75" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Top Stiffener Data N/A Top Pole Data 32" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fo=60 ksi) Bottom Plate Data 19.5" ID x 0.75" Plate (A36; Fy=36 ksi, Fu=58 ksi) Bottom Stiffener Data N/A Bottom Pole Data 26" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Analysis Results Bolt Capacity Top Plate Capacity Max Stress (ksi): Allowable Stress (ksi)`: Stress Rating: Tension Side Stress Rating: 20.19 (Flexural) 45.00 42.7% Pass 11.2% Pass Bottom Plate Capacity Max Stress (ksi): Allowable Stress (ksi): Stress Rating: Tension Side Stress Rating: 8.78 (Flexural) 32.40 25.8% Pass 4.3% Pass CClplate - version 3.5.0 Analysis Date: 1/24/2019 Monopole Base Plate Connection Site Info BU # 825999 Site Name litary & 27th/Church Order # 472625 Rev, 1 Analysis Considerations TIA-222 Revision H Grout Considered: No 1.75 Applied Loads oment (kip-ft) 3 Asia! Force (kip 14.7 Shear Force (kips) 4.40 `TIA-222-H Section 15.5 Applied am:CROWN CASTLE Connection Properties Analysis Results Anchor Rod Data GROUP 1: (4) 1-1/2" 0 bolts (F1554-55 N; Fy=55 ksi, Fu=75 ksi) on 32" BC GROUP 2: (4) 1-1/2" 0 bolts (A193 Gr. 87 N; Fy=105 ksi, Fu=125 ksi) on 32" BC Base Plate Data 38" OD x 1.5" Plate (A36; Fy=36 ksi, Fu=58 ksi) Stiffener Data N/A Pole Data Anchor Rod Summary (units of kips, kip -in) 26" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Base Plate Summary Max Stress (ksi): Allowable Stress (ksi): Stress Rating: 11.45 32.4 33.7% (Flexural) Pass CCIplate - version 3.5.0 Analysis Date: 1/24/2019 Monopole Flange Plate Connection BU 825999 Site Name litary & 27th/Church f Order # 472625 Rev. 1 TIA-222 Revision H Top Plate - External Elevation = 51.8.33 ft. Applied Loads Moment(kip-) 8.5 Axial Force (kips) 1.62 Shear Force (kips) 1.32 Cf:CROWN CASTLE 97A-222-H Section 15..F Applied **A 1.5 overstrenght factor has been applied to the loads Bottom Plate - External o . • Bolt Data (6) 5/8" 0 bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 9" BC Top Plate Data 12" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Top Stiffener Data N/A Top Pole Data 4.5" x 0.337" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Bottom Plate Data 12" OD x 2" Plate (A572-50; Fy=50 ks, Fu=65 ksi) Bottom Stiffener Data N/A Bottom Pole Data 4.5" x 0.674" round pole (A53-B-35; F y=35 ksi, Fu=60 ksi) Analysis Results Bolt Capacity Max Load (kips) Allowable (kips) Stress Rating: Top Plate Capacity 7.30 20.34 34.2% Pass Bottom Plate Capacity CClplate - version 3.5.0 Analysis Date: 1/24/2019 Monopole Flange Plate Connection BU # 825999 Site Name litary & 27th/Church r Order # 472625 Rev. 1 TIA-222 Revision H Top Plate - External Elevation = 43.8.33 ft. Applied Moment (kip- ) Loads 22. 0 Axial Force (kips) 3.22 Shear Force (kips) 1.95 a.% CROWN CASTLE .TIA-222-H Section 15.5 Applied "A 1.5 overstrenght factor has been applied to the loads Bottom Plate - Internal Bolt Data (6) 5/8" 0 bolts (A325 N; Fy=92 ksi, Fu=120 ksi) on 28" BC Top Plate Data 31.5" OD x 2" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Top Stiffener Data N/A Top Pole Data 4.5" x 0.674" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Bottom Plate Data 25" ID x 0.75" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Bottom Stiffener Data N/A Bottom Pole Data 32" x 0.375" round pole (A53-6-35; Fy=35 ksi, Fu=60 ksi) Analysis Results Bolt Capacity Max Load (kips) Allowable (kips) Stress Rating: Top Plate Capacity 5.97 20.33 28.0% Pass Bottom Plate Capacity CCIplate - version 3.5.0 Analysis Date: 1/24/2019 Monopole Flange Plate Connection BU # 825999 Site Name litary & 27th/Church Order tl 472625 Rev. 1 TIA-222 Revision H NIP Top Plate -Internal Elevation = 39.833 ft. Applied Moment (kip-ft) Loads 35.57 Axial Force (kips) 12.87 Shear Force (kips) _C�:iC�11111 *TIA-222-H Section 15.5 Applied **A 1.5 overstrenght factor has been applied to the loads Bottom Plate -Internal CROWN CASTLE Bolt Data (12) 1" 0 bolts (A325 N; Fy=92 ksi, Fu=1.20 ksi) on 22" BC Top Plate Data 19.5" ID x 0.75" Plate (A572-50; Fy=50 ksi, Fu=65 ksi) Top Stiffener Data N/A Top Pole Data 32" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Bottom Plate Data 19.5" ID x 0.75" Plate (A36; Fy=36 ksi, Fu=58 ksi) Bottom Stiffener Data N/A Bottom Pole Data 26" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Analysis Results Bolt Capacity Max Load (kips) Allowable (kips) Stress Rating: Top Plate Capacity 5.39 54.54 9.4% Pass Bottom Plate Capacity CClplate -version 3.5.0 Analysis Date: 1/24/2019 Monopole Base Plate Connection Site Info BU 825999 Site Name litary & 27th/Church r Order # 472625 Rev, 1 AnalysisConsiderations TIA-222 Revision H Grout Considered: No la, (in) 1.75 Applied loads Moment (kip-ft) 277,99 Axial Force (kips) 22.09 Shear Force (kips) 6.60 91A-222-14 Section 15.5 Applied A 1.5 overstrength factor has been applied to all loads. al% CROWN CASTLE Connection Properties Analysis Results Anchor Rod Data GROUP 1: (4) 1-1/2" 0 bolts (F1554-55 N; Fy=55 ksi, Fu=75 ksi) on 32" BC GROUP 2: (4) 1-1/2" 0 bolts (A193 Gr. B7 N; Fy=105 ksi, Fu=125 ksi) on 32" BC Base Plate Data 38" OD x 1.5" Plate (A36; Fy=36 ksi, Fu=58 ksi) Stiffener Data N/A Anchor Rod Summary GROUP 1: Pu_c 54.84 Vu = 0.83 Mu = 0.94 GROUP 2: Put = 54.84 Vu = 0.83 Mu = 0.94 Pole Data 26" x 0.375" round pole (A53-B-35; Fy=35 ksi, Fu=60 ksi) Base Plate Summary (units of kips, kip -in) (1)Pn_c = 77.55 Stress Rating 4Vn = 23.27 72.0% diMn = 19.84 Pass 4Pn_c = 148.05 Stress Rating = 44.42 37.7% cl,)Mn = 37.89 Pass CClplate - version 3.5.0 Analysis Date: 1/24/2019 Drilled Pier Foundation BU#: Site Name: Order Number: TIA-222 Revison: Tower Type: 825999 Military & 27th/Church 472625 Rev. 1 H Monopole Applied Loads 0 p Moment (kip-ft) 185.329 Axial Force (kips) 14.727 Shear Force (kips) 4.4 Material Properties Rebar Strength, Fy: 60 ksi Pier Design Data Depth 12 ft Ext. Above Grade 0,5 ft Pier Section 1 From 0.5'above grade 1012'below grade Pier Diameter 5 ft Rebar Quantity 21 Rebar Size Clear Cover to Ties in Tie Size Analysis Results Soil Lateral Capaci Compression Uplift D,,o (ft from TOC) 3.82 Soil Safety Factor 5,37 • Max Moment (kip-ft) 201.43 • Rating" 23,6% Soil Vertical Capacity ompression Uplift Skin friction (kips) 84.82 - End Bearing (kips) 70.69 • Weight of Concrete (kips) 44,18 Total Capacity (kips) 155.51 Axial (kips) 58,91 - Rating" 36.1% • Reinforced Concrete Capacity Compression Uplift Critical Depth (ft from TOC) 3.78 Critical Moment (kip-ft) 201,43 Critical Moment Capacity 2352.50 Rating* 8.2% - Soil Interaction Rating* 36.1% Structural Foundation Rating" 8,2% 'Rating per TIA-222-H Section 15,5 CROWN cr. io CASTLE Check Limitation App y T A-222-H Section 15,5: Grouniwater iept nfa ft Soil Profile # of Layers 3 Layer Top (ft) Bottom Ift) Thickness (ft) ¥ I (Pcf) yconveee (pcf) Cohesion (ksi) Angle of Friction (degrees) Calculated Ultimate Skin Friction Comp (ksf) Calculated Ultimate Skin Friction Uplift (ksf) Ultimate Skin Friction Comp Override (ksf) Ultimate Skin Friction Uplift Override (ksf) Ult. Gross Bearing Capacity (ksf) SPT Blow Count Soil Type 1 0 2 2 110 150 0 ' 0 0,000 0.000 0.00 0.00 Cohesionless 2 2 5 3 110 150 0 37.4 0.000 0.000 0.30 0.30 Cohesionless 3 5 12 7 110 150 0 42.6 0.000 0.000 0.90 0.90 4.8 Cohesionless Version 2.0,2 ASCE 7 Hazards Report WmION SOCIMUCKmGINM Address: Standard: AGCE/SB7'1O Elevation: 354.61 ft(NAVD88) NoAddress otThis Risk Category: U Latitude: 47.478369 Location Soil Class: O-Stiff Soil K-ongltude:'122.292378 ITI III Nill La 31 AS Results: Wind Speed: 10-year[NR| 25-yearMRI 60-yearMR| 100'yoarN1R| Data Source: Date Accessed: 11OVmph 72Vmph 78Vmph 85Vmph 91Vmph AGCEASE| 7'10. Fig 2G.5-1/\and Figs, CC-1—CC-4, incorporating errata of March 12.2U14 Wed Jan 09 2019 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours, Wind speeds are interpolated in accordance with the 7-10 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability 0.00143. &1R| = 700yeom). Site is not in a hurricane -prone region as defined in ASCE/SEI 7-10 Section 26.2. Mountainous terrain, gorges, ocean promontories, and special wind regions should be examined for unusual wind conditions. Page I of Wed Jan 09 2019 AMERICAN SOCIE1Y OF CIVIL ENGINEERS Seismic ~°c Site Soil Class: Results: D - Stiff Soil 1.499 Soa 0.999 0.562 8m 0.562 1 TL G 1.5 PGA: 0.622 1.499 PGA0.622 0.843 FPGA 1 1 Seismic Design Category D Data Accessed: Date Source: I .. ' Design Response Spectrum _2a (g) vs -3� � � � / _�) ^ , Wed Jan OS2O1S USGSSeismic Design Maps based onASCE/GB74O.incorporating Supplement and errata ofMarch 31.2D13.and ASCEISB7-1OTable 1.G-2, Additional data for site -specific ground motion procedures in accordance with ASCE/SE|7'10Ch. 21are available from USGS. Ice Results: Ice Thickness: Concurrent Temperature: Gust Speed: Data Source: Date Accessed: U.25iu 25F 3Omph StandardASCE/SE| 7-10, Figs. 18'2thnough 10'8 Wed Jan 082019 Ice thicknesses on structures in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. Values provided are equivalent radial ice thicknesses due to freezing rain with concurrent 3-second gust speeds, for a 50-year mean recurrence interval, and temperatures concurrent with ice thicknesses due to freezing rain, Thicknesses for ice accretions caused by other sources shall be obtained from local meteorological studies, |uo thicknesses in exposed locations at elevations higher than the surrounding terrain and in valleys and gorges may exceed the mapped values. The ASce7Hazard Tool ioprovided for your convenience, for informational purposes only, and isprovided "as is" and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party pmvidom� o,has been extrapolated from maps incorporated in the ASCE 7 standardmmne ASCEhas made every effort muse data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, v,quality vfany data provided herein. Any third -party links provided by this Tool should not uoconstrued asanendorsement, affiliation, relationship, u,sponsorship orsuch third -party content uyn,from Ascc *3CEdoes not intend, nor should anyone interpret, the results provided uym/xTov|wreplace the sound judgment vfacompetent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard v,care required msuch professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from o,related ,oyour use of, o,reliance on. the Tool orany information obtained therein. Tvthe fullest extent permitted vy law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided uythe Aeos7Hazard Tool. Page nof» wed Jan 09 2019 51.83 ft Concealment Tower Structural Analysis Project Number 2019777.825999.01, Order 472625, Revision 1 APPENDIX D MODIFICATION DRAWINGS January 29, 2019 CC/ BU No 825999 Page 10 tnxTower Report - version 8.0.5.0 0 City of Tukwila Department of Community Development 3/5/2020 AMELIA MECKLER 1505 WESTLAKE AVE N - SUITE 800 SEATTLE, WA 98109 RE: Permit No. D19-0247 VERIZON 3118 S 140TH ST Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/19/2020. Based on the above, you are hereby advised to: I) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/19/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D (9-0247 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 a: CROWN CASTLE August 1, 2019 CITY OF TUKWILA, WA 630o Southcenter BLVD Suite 100 Tukwila, WA 98188 1505 Westlake Ave N Seattle, WA 98109 : Eligible Facilities Request to modify equipment on a communications tower located at: 3118 So. 14oth St, Seattle, WA, 98168 Crown Site Number: 825999 / Crown Site Name: Military & 27th/Church MP Customer Site Number: / Application Number: 472625 Phone: (206) 336-2863 Fax: www.crowncastle.com Crown Castle USA Inc. ("Crown Castle") on behalf of Verizon Wireless (VAW) LLC ("Verizon Wireless") is submitting the attached Eligible Facilities Request application to modify transmission equipment on a telecommunications tower located at 3118 So. 140th St, Seattle, WA 98168 in CITY OF TUKWILA, WA (the "Military & 27th/Church MP Tower"). Section 6409 of the Middle Class Tax Relief and Job Creation Act of 2012, commonly known as the "Spectrum Act" (Pub. Law No. 112-96,126 Stat 156), mandates that state and local governments "may not deny, and shall approve, any eligible facilities request for a modification of an existing wireless tower or base station that does not substantially change the physical dimensions of such tower or base station." Additionally, if "the reviewing State or local government determines that the application is incomplete" [they] "must provide written notice to the applicant within 3o days of receipt of the application, clearly and specifically delineating all missing documents or information." Under federal law, an Eligible Facilities Request is deemed granted with written notification in sixty (6o) days after an application is filed with a local jurisdiction, excluding tolling. Based on the submittal date of August 1st, 2019, 3o days will expire on August 3ist, 2019; 6o days will expire on September 3oth, 2019. Verizon Wireless proposes to modify the "Military & 27th/Church MP Tower" as follows: INSTALLATION OF (3) NEW PANEL ANTENNAS, ON EXTENDED STEALTH RELIGIOUS SYMBOL. (18) CABLES IN EXISTING DOGHOUSE AT GRADE LEVEL. ALSO PROPOSED IS THE INSTALLATION OF (2) EQUIPMENT CABINETS AND AN H-FRAME WITH RR US WTTHIN AN EXTENDED FENCED COMPOUND IN EXISTING LEASE AREA RECEIVED CITY OF TUKWILA Itemized list of submittal documents: Wireless Telecommunications Facility Application AUG 0 1 2019 Narrative Cover Letter (This Letter) (5) sets of Construction Plan Drawings Eligible Facilities Request Certification — Not substantial change as defined by FCC and compliant with TMC Section 18.58.200 Affidavit of Ownership Building Permit Application (3) sets of Construction Plan Drawings The Foundation for a Wireless World. PERMIT CENTER CrownCastle.com Cr% CROWN %,• CASTLE 1505 Westlake Ave N Seattle, WA 98109 (3) Structural Analysis with Modification Drawings Phone: (206) 336-2863 Fax: www.crowncastle.com Verizon Wireless is committed to working cooperatively with all jurisdictions around the country to secure expeditious approval of requests to modify existing personal wireless service facilities. If you should require more information regarding the Spectrum Act, please do not hesitate to contact me with your questions. Sincerely, Amelia Meckler Amelia.MecIder@crowncastle.com (206) 336-2863 The Foundation for a Wireless World. CrownCastle.com PERMIT COORD COPY CI PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D19-0247 PROJECT NAME: VERIZON SITE ADDRESS: 3118 S 140TH ST X Original Plan Submittal Response to Correction Letter # DATE: 08/01/19 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works kri Fire Preven ion Structural -Gs-(61 • Mnning Division Permit Coordinator II PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 08/06/19 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) Approved with Conditions Denied (ie: Zoning Issues DUE DATE: 09/03/19 P Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg E] Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 0 Hoine Espanol Contact 0 Search L&I SEARCH Safety & Health Claims & Insurance 414 Washington State Department of Labor & Industries ,A-Z Index Help My I..tr•cf Workplace Rights Trades & Licensing Owner or tradesperson Principals APPLE, ROBERT ERNEST, PRESIDENT DE CARDENAS, ALBERTO IGNACIO, VICE PRESIDENT Pita, George Louis, TREASURER CORPORATE CREATIONS NETWORK, AGENT CAMPBELL, CHARLES ROBERT, VICE PRESIDENT (End: 05/14/2015) Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 22263 68TH AVE S *SEE 011,664-01* KENT, WA 98032 866-545-1782 KING County Business type Corporation Governing persons ROBERT APPLE ALBERTO DE CARDENAS; GEORGE PITA; GEORGE L PITA; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active Meets current requirements. License specialties GENERAL License no. MASTENS876KN Effective — expiration 05/14/2013— 05/14/2021 Bond Travelers Cas and Surety Co of America Bond account no. 105848234 $12,000.00 Received by L&I Effective date 05/14/2013 04/26/2013 Expiration date Until Canceled Insurance Ace American Insurance Company $2,750,000.00 Policy no. XSLG71570526 Help us improve