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Permit D17-0156 - SPRINT - ANTENNA SHROUD REPLACEMENT
SPRINT 10400 MARTIN LUTHER KING JR WAY S D17-0156 Parcel No: Address: 1.--J City of Tukwila a Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 0323049026 Permit Number: 10400 MARTIN LUTHER KING JR WAY S Issue Date: Permit Expires On: Project Name: SPRINT D17-0156 7/24/2017 1/20/2018 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: SEBCO INC 4020 E MADISON #320 , SEATTLE, WA, 98112 JUSTIN ABBOTT 870 ORAVETZ RD SE , AUBURN, WA, 98092 SAC WIRELESS LLC 540 MADISON ST 16th FLOOR, CHICAGO, IL, 60661 SACW I W L852J 2 SPRINT 15395 SE 30TH PL, BELLEVUE, WA, 98007 Phone: (206) 790-4655 Phone: (847) 944-1600 Expiration Date: 7/1/2019 DESCRIPTION OF WORK: REPLACE AN EXISTING ANTENNA SHROUD ON THE BUILDING ROOFTOP WITH A NEW ANTENNA SHROUD. INSIDE SHROUD IS 3 REPLACEMENT PANEL ANTENNAS AND OTHER ASSOCIATED EQUIPMENT. NO GROUND WORK OR ELECTRICAL Project Valuation: $14,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $636.85 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical. Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Walk Date: i -'61-11- I T I hearby certify that I have read and examined this permit and kno‘Xv-fhe same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Date: —7 (7-4 / 17 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: 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 on satisfactory completion of this requirement. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. • • PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 4 CITY OF TUKILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. troop Project No. Date Application Accepted: t (6. 11 Date Application Expires: 0� 111 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION i O p i O O Mar+i h L ,,�-�-I.� cr Iti 7 f. Wet_ Site Address: 10 40 0 M Lk Tv-. 4.‘) ay Tenant Name: Sp r i +- King Co Assessor's Tax No.: Suite Number: New Tenant: PROPERTY OWNER CONTACT Name: 3-�s 4... h A,6 b a i-$ .ce v Sp r, v`$ Name: SE eCO T,ic Phone: Fax: 206-'790-4(055 Address: 4 c 2- o E. /cLt.4, S a h s+. 32,0 City: 5 e4.... ` State: i.J Ar Zip: $ t 1 Z 1810 - CONTACT PERSON - person receiving all project communication Name: 3-�s 4... h A,6 b a i-$ .ce v Sp r, v`$ Address: $ 7 0 0 re, uc+z. lack S E City: Au-bkrn State: w 6 Zip:9809Z Phone: Fax: 206-'790-4(055 Email: 1 .S+tV . 4.66o -N -'E S eitc+si+t acq. corp U GENERAL CONTRACTOR INFORMATION Company Name: TBI) e ISSftce Address: Engineer Name:... o s c P C-4 j u -s q Architect Name: Dav; d i4- pea h S -l -c '2_0 D City: State: City: Ts S.c1 µa, i^ State:4. Zip: Phone: Fax: Email: oks., i clt 1n alea., . ri4-S n . c e 04 Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line\20] 2 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Floor: ❑ Yes 0 ARCHITECT OF RECORD Name: Company Name: b t+b 4. rck. +ec+.art Engineer Name:... o s c P C-4 j u -s q Architect Name: Dav; d i4- pea h S -l -c '2_0 D Address: 13 u Z4 .Z,4 64'4' (}vt S E City: Ts S.c1 µa, i^ State:4. Zip: 9 8 0 24 Phone: 4 LS - 6 5 7- o 5 f Z Fax: Email: oks., i clt 1n alea., . ri4-S n . c e 04 ENGINEER OF RECORD Name: Company Name: c cr, . ,,%..t iKtt r i k 5 Engineer Name:... o s c P C-4 j u -s q Address: 2 5 0 44 4.4... A.ae.. S . S -l -c '2_0 D City: Ecl o „,..dS State:w Zipq 802.0 Phone: Fax: +-I.2.S - -17 a- 8Sao Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: c Address: 1 53 9 S 5e 3 Ork p{ City: 13 c `,t J wt_ State: i.JR..Zip: 9 800-7 Page 1 of 4 BUILDING PERMIT INFORMATICL 206-431-3670 0 Valuation of Project (contractor's bid price): $ 1 1}) O O 0 Describe the scope of work (please provide detailed information): rOw4J �f oh -(-k {� itOlr,r1.. rokt_d, a -44—e✓ S e ? la etc _Co ,Le.„+ .- [ g Will there be new rack storage? ❑ ....Yes O .i v S dl L s t% r0 w o i s 3 SSS 0 C.%04- e1 v. -i poke Existing Building Valuation: $ Qef, La-Gt... et." e_X %S �; IA.? 0.K.+C.hvt4 o +-o ♦ w -4--:- e....0 ari.-rt. re_e1ace-04tvv`l— P&r.e_(-I-trtt1a-S h.+, !Vo 9rocoa ("Mirk' ov e.Le..ci-rira,i tvo If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: 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 `4 No Handicap: If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 21 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor 2nd Floor - 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck • Uncovered Deck PLANNING DIVISION: 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 `4 No Handicap: If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 21 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 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. SEPTIC SYSTEM ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Wpplications\Forms-Applications On Line \2012 Applications'Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 2 of 4 —a PUBLIC WORKS PERMIT INFQMA TION — 206-433-0179 Scope of Work (please provide detailed information): Al 1 A Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ .. Tukwila ❑ ...Water District #125 ❑ .. Water Availability Provided Sewer District ❑ .. Tukwila ❑ .. Sewer Use Certificate ❑... Highline ❑...Valley View ❑...Renton ❑ ...Sewer Availability Provided ❑... Renton ❑... Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) ❑ .. Bond 0... Insurance 0... Easement(s) Proposed Activities (mark boxes that apply): 0 .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance 0 .. Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ .. Total Cut ❑ .. Total Fill cubic yards cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities 0 .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water O ... Geotechnical Report O ...Maintenance Agreement(s) 0 .. Traffic Impact Analysis ❑ .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) 0...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone ❑ ... Storm Drainage 0...Abandon Septic Tank 0... Curb Cut 0...Pavement Cut 0...Looped Fire Line 0 .. Permanent Water Meter Size (1) " WO # ❑ .. Temporary Water Meter Size (1) " WO # 0 .. Water Only Meter Size > 5WO # ❑ .. Sewer Main Extension Public 0 Private 0 0 .. Water Main Extension Public 0 Private 0 0... Grease Interceptor ❑ ... Channelization 0... Trench Excavation ❑ ... Utility Undergrounding (2) " WO # (3) " WO # (2) " WO # (3) " WO # 0 .. Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 .. Water ❑ .. Sewer 0 .. Sewage Treatment Monthly Service Billing to: Name: Mailing Address: Day Telephone: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 3 of 4 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: a4A.A. Print Name: 3 -"-S'E'A "Lfiti7b o `J 4-o v S P n ►ti`F- Mailing Address: $ % 0 0 r art! et T2- d • SE H:Wpplications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Date: 6/e /17 Day Telephone: 20 6- 7 `i D 146 SS Awb(xrh t�� 9SoyZ City State Zip Page 4 of 4 CITY OF TUKWILA Department of Community Development 6300Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS RECEIVED PERMISSION TO ENTER PROPERTY CITY 0 F TUKWILA STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 10400 Martin Luther King Jr Wav, Tukwila. WA for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the Toss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at 5/0A- tale JUN 072017 PERMIT CENTER (city), (.state), on. >1` t % 20 lw`i ' As/ IIrL�ctMt� U.P (Print Na e) �� 'Y2217 4 AVAall ©l 5/. #32 7 (Address) Set--fttetunti-98//Z Zola -313 -76-a7 (Phone Number) (Si On this day personally appeared before me J a7 13114' Since " .. to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ONTHIS I1.1.'1DAY OF ' l (r''� C , 20 1 7 1'r NOTARY PUBLIC in and for the State of Washington residing at $$-r A- E't` 1-G My Commission expires on 1 ' 1' ! 1 b Adeptstore\City Common Ten1Rcvisions In Progress.Wireless Communication Facility-Jan20I Ldocx P11' O1le Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PermitTRAK I PAID $395.07 D17-0156 Address: 10400 MARTIN LUTHER KING JR WAY S Apn: 0323049026 $395.07 DEVELOPMENT $376.47 PERMIT FEE R000.322.100.00.00 0.00 $371.97 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $18.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 TOTAL FEES PAID BY RECEIPT: R11978 $18.60 $395.07 Date Paid: Monday, July 24, 2017 Paid By: SELECT SITE ACQISITION Pay Method: CHECK 2047 Printed: Monday, July 24, 2017 10:25 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $241.78 D17-0156 Address: 10400 MARTIN LUTHER KING JR WAY Apn: 0323049026 $241.78 DEVELOPMENT $241.78 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11672 R000.345.830.00.00 0.00 $241.78 $241.78 Date Paid: Thursday, June 08, 2017 Paid By: SELECT SITE ACQUISITION LLC Pay Method: CHECK 2037 Printed: Thursday, June 08, 2017 3:00 PM 1 of 1 cSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: SPP%IN7` Type of Inspection: DLJ11LO)I G- FINAL Address: /ay519771VL Iil'jk, Date Called: I,jpy 51 Special Instructions: Date Wanted: d/ -le) -1/23 a.m.' p.m. Requester: Y 14,"' Phone No: 4762.5-7?) - /.. Approved per applicable codes. 0ya Corrections required prior to approval. COMMENTS: - 80/L-D6NG Irl Nli Inspector: i4. Date: l REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CALL FOR UNDERGROUND UTILITIES 2 DAYS PRIOR TO DIGGING, CALL 811 TO SPEAK TO WASHINGTON 811 STAFF OR BYPASS CALL CENTER AND COMPLETE PROCESS ON LINE: www.woshington811.com FMFRIFNCY. CALL 911 Know what's below. ca,,, before you dig. Sprint WA CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL COVERNING AUTHORITIES. NOTHING IN THESE SHEETS IS TO BE CONSTRUCTED TO PERMIT WORK NOT CONFORMING TO THESE CODES: 2015 IBC, STANDARDS AND AMENDMENTS -WAC 51-50 2015 IMC, STANDARDS AND AMENDMENTS -WAC 51-52 2015 IFC, STANDARDS AND AMENDMENTS -WAC 51-54 2015 IPC, STANDARDS AND AMENDMENTS -WAC 51-56, 51-57 ACCESSIBLITY REQUIREMENTS: FACILITY IS EXISTING AND UNMANNED AND NOT FOR HUMAN HABITATION - HANDICAPPED ACCESS REQUIREMENTS ARE NOT REQUIRED 114 ACCORDANCE WITH THE 2015 IBC BUILDING CODE. PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY THE EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY: • REMOVE (3) 1900 ANTENNAS. REUSE EXISTING 1900 RRU • INSTALL (3) MULTI BAND PANEL ANTENNAS IN UPDATED RADOM SHROUD • INSTALL (6) NEW 800 MHz RRU'S 0 TOWER & REINSTALL EXISTING 1900 RRU ON TOWER • INSTALL (3) FILTER CYLINDERS, (1 PER SECTOR) • INSTALL (1) SAMSUNG TYPE 2 UNE ANTENNA & PIPE NOTE: VERIFY THAT ALL EXISTING ANTENNA PIPES ARE 3 -INCH DIAMETER. IF NOT. REPLACE EXISTING ANTENNA PIPE WITH 3 -INCH DIAMETER PIPES OF SUFFICIENT LENGTH PRIOR TO INSTALLING THE 800 MHZ EOUIPMENT. SIGNATURE BLOCK APPROVAL SIGNATURE AAE SITE ACQUISITION MANAGER CONSTRUCTION MANAGER A&E MANAGER PLANNING CONSULTANT RF MANAGER RF ENGINEER PROPERTY OWNER SPRINT REPRESENTATIVE MV MANAGER THIS IS AN EXISTING SPRINT WIRELESS TELECOMMUNICATION FACILITY EQUIPMENT UPGRADE 800 MHZ UPDATE MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR WAY • TUKWILA, WA 98178 KING COUNTY LATITUDE: 47.50880833 / 47° 30' 31.709" (NAD 83) (GPS READING) LONGITUDE: —122.2791444 / —122° 16' 44.92" (NAD 83) (GPS READING) ROOFTOP (TRI -POD TOWER) SEATTLE MARKET ScPARATE PERMIT REQUIRED FOR: 12(Mechanical lec2ncal 2.1 Plumbing l`_1 Gas Piping City of Tukwila BUILDING DIVISION VICINITY MAP DRIVING DIRECTIONS FROM SEA TAC INTERNATIONAL AIRPORT: TO SITE: HEAD SOUTH ON DEPARTURES DR 0.4 MI CONTINUE ONTO AIRPORT EXPRESSWAY 1.3 MI KEEP RIGHT AT THE FORK AND MERGE ONTO WA -518 E 1.5 MI TAKE THE INTERSTATE 5 N EXIT ON THE LEFT TOWARD SEATTLE 0.6 MI MERGE ONTO 1-5 14 2.5 MI TAKE EXIT 157 FOR ML KING WAY 0.4 MI MERGE ONTO MARTIN LUTHER KING JR WAY S DESTINATION WILL BE ON THE RIGHT 0.4 MI 10400 MARTIN LUTHER KING JR WAY S SEATTLE, WA 98178 SHEET INDEX SHEET DESCRIPTION T-1 TITLE SHEET N-1 GENERAL NOTES N-2 GENERAL NOTES A-1 SITE PLAN A-2 ENLARGED PLAN A-3 ENLARGED EQUIPMENT PLANS A-4 ANTENNA PLANS & SCHEDULES A-5 EXTERIOR ELEVATIONS A-6 EOUIPMENT DETAILS RF -1 ANTENNA & CABLE COLOR CODING DETAILS G-1 SCHEMATIC GROUNDING PLAN G-2 GROUNDING RISER DIAGRAM G-3 GROUNDING DETAILS PROJECT SUMMARY APPLICANT: SELECT SITE ACQUISITION, LLC ON BEHALF OF SPRINT 870 ORAVETS ROAD SE AUBURN, WA 98092 CONTACT: JUSTIN ABBOTT PHONE: 206-790-4655 PROPERTY INFORMATION: PROPERTY OWNER: PROPERTY OWNER ADDRESS - SEBCO, INC. 4020 E MADISON, SU SEATTLE, WA 98112 TOWER OWNER: N/A/ SETE ID: SE25XC333 ZONING CLASSIFICATION: CONSTRUCTION TYPE: OCCUPANCY: UGHT INDUSTRIAL (U) EXISTING JURISDICTION: CITY OF TUKWILA VELE Ci PROJECT DIRECTORY 1 pC�r lat CVQg b) ARCHITECT: DHD ARCHITECTURE PLLC 13424 246TH AVE SE ISSAQUAH, WA 98027 CONTACT: DAVID H DEAN PHONE: 425-657-0552 NAIL davidhdeonmmsn.com Approval of Corl:1 : :. ion coc SITE ACQ. PROJECTNAG R: the solation of any adopted c of approved FL:,id Copy and c LEASING CONSULTANT: Plan revia7.1 subj SPRINT CORPORATION CONTACT: KEVIN FOY 206-427-5856 SELECT SITE ACOUISITION, LLC P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: TOM SPAULDING PHONE; 650-380-3140 CONSTRUCTION MANAGER: SPRINT CORPORATION CONTACT: JIM GOETTSCHE PHONE: 206-387-5657 M PHONE: 208-672-6402 W BUILDING DEPARTMENT: CITY OF NEWCASTLE 12835 NEWCASTLE WAY. SUITE 200 P 49-4444 No chances sh `►I r rf �P SCOOP of work withio1WGilrieg8 "#�2 r7€val nf— CF VED rr��Tuk,voa Ii3kbalgO AiSIa l yn TUKVIVILA PHOT,-. fevLs on,J v. I IP ire a nsv n+ r . ubR !al TE 32Ir~nt1 may i .;.1 :'..c.,_,.2 ;�( , J' , --0 7 I201PEVIEWE PE By: qf ct t CI c JIE orld Date: —7— -2-44 WOO Cityof BUILDING CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACIUTY NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS FACILITY THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. NAME ADDRESS ADDRESS CONTACT PHONE RF ENGINEER: NAME ADDRESS ADDRESS CONTACT PHONE EMAIL CODE COW PERMIT CE TERAPPRC JUN 2 E prJ City of 1 BUILDING Tt li DI DF IV L 10 u Spri nt Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY flV ' 01511 ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT errors and II)zns. REV. ATE Df SCRIPTION INITIALS 4//��LLCw(p1�{ +{+ banze AWB error :LT e.UC Al rs ED AWB if ons D -is -ac -.d: . a 4 ' a T' _ -7 Wu -1 !I I T FOR CONSTRUCTION UNLESS LABELED AS NOT CONSTRUCTION SET tih 7473 REGISTERED ARCHITECT O p114 AVID TATE OF WASHINGTON N D ;LET TIT E. TITLE SHEET /Ha ismBER: V REVISION: DHD PRO0. NO. 2014-002 • GENERAL CONSTRUCTION NOTE$ 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. 4. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS & GROUNDS AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. 11. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHERS AS IT MAY RELATE TO RADIO EQUIPMENT, ANTENNAS AND ANY OTHER PORTIONS OF THE WORK. 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 14. IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH AND BLEND IN WITH ADJACENT SURFACES. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL 8E IN ACCORDANCE WITH CABLE MANUFACTURERS RECOMMENDATIONS. 19. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF THE ENGINEER. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REOUIRED FOR THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION AUTHORITIES. ELECTRICAL NOTES 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED. ANY/ALL CONSTRUCTION SHALL BE IN ACCORDANCE W/DRAWINGS AND ANY/ALL APPLICABLE SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED T0: A. UL -- UNDERWRITERS LABORATORIES B. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT E. IBC -- INTERNATIONAL BUILDING CODE F. NFPA -- NATIONAL FIRE CODES 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT LOCATIONS OF ALL EOUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES AND AND LOCATIONS WHEN NEEDED. 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE GDIT. 6. CONTRACTOR SHALL PAY FOR ANY/ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING EQUIPMENT. 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE CONTRACTOR SHALL FURNISH AND INSTALL. 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS. SCHEDULED DOWNTIME FOR THE OWNERS' CONFIRMATION, ETC. ANY/ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 9. MINIMUM WIRE SIZE SHALL BE 1112 AWG, NOT INCLUDING CONTROL WIRING, UNLESS NOTED OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 10. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. 11. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY SPECIFICATION, SET FORTH BY SPRINT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 15. CONTRACTOR SHALL GUARANTEE ANY/ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD OF NOT LESS THAN TWO YEARS FROM DATE OF CUSTOMER'S ACCEPTANCE. 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN WITHIN 48 HOURS. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND REQUIREMENTS, EXCAVATION, AND BACKFILLING. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE REOUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 22. ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. 25. ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF N ANTI -OXIDE COMPOUND SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO SUBSTITUTIONS. 26. REACEWAYS: CONDUIT SHALL 8E SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. COAT ALL THREADS WITH 'BRITE ZINC' OR 'GOLD CALV. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 987 CONDUCTIVITY COPPER WITH TYPE THWN INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE N0. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 30. SERVICE 240/120V, SINGLE PHASE, 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. OWNER OR OWNERS AGENT WILL APPLY FOR POWER. 31. TELEPHONE SERVICE CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS INDICATED ON DRAWINGS. 32. ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE ATAPTH OF 12" BELOW GROUND D AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM". 34. ALL BOLTS SHALL BE STAINLESS STEEL. ANTENNA & COAX NOTES 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ON SHEET A-4. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GDIT. 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: A. NEAR ANTENNA RAD CENTER ELEVATION, B. MIDDLE OF TOWER (MID-HEIGH OF ANTENNA), IF CABLE RUN I5 OVER 200', C. BOTTOM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMES-BBU CABINET 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 AND IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF -1 AND AS FOLLOWS: A. MAIN LINE COLOR BANGS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. E. START SELECTOR COLOR NEXT TO END CONNECTORS. 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL 85 DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. ANTENNA & HYBRID CABLE NOTES 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING, DIAMETER, COLOR CODING AND ALL APPURTENANCES WITH GDIT. 2. THE HYBRID CABLE AND DIAMETER LENGTH 15 SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GDIT. CABLES CANNOT BE CUT TO FIT. 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOP AND BOTTOM PER SAMUSUNG'S (SPRINT) SPECIFICATIONS. 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN A MANNER APPROVED 85 GDIT, CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS.. 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 & IN ACCORDANCE WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF -1. A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN. 8. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED 8Y SAMSUNG RF ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET RF -1, BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GDIT. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IMPROVEMENTS SHALL BE ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENERAL CONTRACTOR AND ISSUED TO ARCHITECT/ENGINEER AT COMPLETION OF PROJECT. 4. ALL EXISTING UTILITIES, FACILITIES, CONDITIONS AND THEIR DIMENSIONS SHOWN ON PLANS HAVE BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OWNER ASSUME NOT THE NFORU.UATIOKI RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY 0 SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJU MENT. SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EX TING L FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL AL OBTA UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHED REMOVING OR ADJUSTING EXISTING UTILITIES. tWED FOR ECODECOMPLIAN( 5. CONTRACTO STARTTOR SHALL VERIFY ALL OF CONSTRUCTION. ANYXDISC REUTILITIES OR DOUBTSBOTH ZASTTOL END NTERPR �F�OVED PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER OR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL T DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO CURE SUCHIW�IA.1C{ItS0 �IO17 MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND E PENSE. u1v �y (� L 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY LOCATI S 48 HOURS PRIOR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TI BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO WORK. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINUOU FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. AL INSPET'WOfTukwila 'BUILDING DIVISI 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS. UTILITIES, ETC., SIJAII C E � BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY v V AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. Y OF TUK�v 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 957 OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11 NEW GRADES WITH APPROVEDOT IN CLEAN FILLING AND AND COMPACTEDYTO 95%EMENT AREA OF STANDARDOBE PROCTORIEVED BY DENSITY. FIJV • 0 2017 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT CAN BE EQUIPMENT HAVAILABLE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH. THE_ MIT CENT � T 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN 10 HORIZONTAL TO 1 VERTICAL SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRECTED BY A GEOTECHNICAL ENGINEER. 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCTION SUCH THAT NO PAPERS, THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. ALL MATERIALS COLLECTED DURING CLEANING OPERATIONS SHALL BE DISPOSED OF OFF-SITE BY THE GENERAL CONTRACTOR. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONTRACTOR. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL CONTRACTOR WITH LOCAL UTILITY COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPANIES HAVING JURISDICTION OVER THIS LOCATION. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES I5 STRICTLY PROHIBITED. Sprint) . __ _.... _ Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT • AVID STATE OF . WASHINGTON AN SHEET TITLE: GENERAL NOTES SHEET NUMBER: N-1DHD REVISION: PROD. NO. 2014-002 FOUNDATION, EXCAVATION AND BACKFILL NOTES 1. ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE UNSUITABLE MATERIAL OR FROZEN SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF SOILS UNDER CONCRETE PAD FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL, IF USED, SHALL NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH A5 VEGETATION, TRASH, DEBRIS, AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED MATERIALS SUCH AS EARTH, LOAM SANDY CLAY, SAND AND GRAVEL., OR SOFT SHALE, FREE FROM CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN COMPACTED LAYERS. ' 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH ASTM 01557. 6. NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK FILLING. 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 INCHES ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH SPECIFIED ELEVATIONS WHERE REQUIRED. 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE FABRIC TYPE: TYPAR-3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1-800-239-3841" OR AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR GRAVEL AS SPECIFIED. I.E. FDOT TYPE No. 57 FOR FENCED COMPOUND; FDOT TYPE No. 67 FOR ACCESS DRIVE AREA. 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS. WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING/PREPARED SOIL SURFACE. 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, MOISTURE -CONDITION AND/OR AERATE THE SOILS AND RE -COMPACT TO THE REQUIRED DENSITY PRIOR TO PLACEMENT OF FILLS. 11. IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS BEFORE GRAVEL SURFACING IS PLACED AND/OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EOUIPMENT LOADS WILL OPERATE. . 15. DAMAGE TO EXISTING STRUCTURES AND/OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND/OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO THE CONTRACT. 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE 81D. EXCESS TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. ENVIRONMENTAL NOTES 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSUED PERMITS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEAN UP FOR AREAS IN VIOLATION. 2. CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCTION FOR PROTECTION OF ADJACENT PROPERTIES, ROADWAYS AND WATERWAYS AND SHALL BE MAINTAINED IN PLACE THROUGH FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE. 3. CONTRACTOR SHALL INSTALL/CONSTRUCT ALL NECESSARY SEDIMENT/SILT CONTROL FENCING AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR 70 CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR 15 RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE 0F SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED AT THE CONTRACTORS EXPENSE. 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. 8. SEEDING SAND MULCHING AND/OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 9. CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE PATHS LEAVING THE CONSTRUCTION AREA. THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, STRAW BALE SEDIMENT BARRIERS, AND CHECK DAMS. 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABLE, UNIFORM IN QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. STRUCTURAL STEEL NOTES 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUALL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCEASTM WITHAS INDICATED BELOW: W -SHAPES: ASTM 9992 50 KSI S ANGL AR CHANNELS: ASTM A E BARS C ELS36. 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53 -E, 35 KSI 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 3. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES SHALL BE TOUCHED UP. 4. NON-STURCUTRAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A 307 BOLTS UNLESS NOTED OTHERWISE.. 5. FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. CONCRETE MASONRY NOTES CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (115 PCF). 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL 8E FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 4'-0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 10. CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. HIGH LIFT GROUTED CONSTRUCTION MAY BE USED IN CONFORMANCE WITH PROJECT SPECIFICATIONS AND SECTION 2104.6,1 OF U.B.C. 15. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT. DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND JOINT TYPE. 18. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, SHALE. ALKAU OR ORGANIC MATERIAL. 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301-05, ACI 318-05 AND THE SPECIFICATION FOR CAST -IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc'=3,000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. )j5 AND SMALLER & WWF 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 6. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. 7. USE AND INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER ICBO & MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. WEATHERPROOFING NOTES STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: A. ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE PER THE FOLLOWING INSTRUCTIONS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2• AND EXTENDING PAST THE CONNECTION 8Y TWO INCHES AS DISCUSSED BELOW; OR 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF 1.5 INCH WIDE SELF -AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL TAPE AS DISCUSSED BELOW. 8. COLD SHRINK INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: COLD SHRINK TUBE, SPACERS AS NEEDED, BLACK ELECTRICAL TAPE -2 INCHES WIDE 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE-CONNECTORIZED END OF THE LARGER DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6: USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT OFF WITH A KNIFE. STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE: 1. REQUIRED MATERIAL: BLACK ELECTRICAL TAPE -2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 3 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS, STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT. WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE -2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR/GROUND KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP ROW SHINGLED TO PROMOTE WATER RUNOFF. STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. STEP 3: WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL RUBBER TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED, ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. D. SELF -AMALGAMATING TAPE INSTALLATION PROCEDURE: 1, REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -1.5 INCHES W - 2 INCHES WIDE. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAX! REMOVE ALL GREASE AND DIRT. STEP 2: START WRAPPING SELF -AMALGAMATING TAPE ON THE C THE CONNECTOR/GROUND KIT. MAKE SURE TAPE 15 STRETCHED STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TA SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONL STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GRO (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP T ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE AND APPLY THE LOOSE END TO THE UNDERLYING SELF-AMALGA PRESSURE. STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE AP ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAP STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYER INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TW WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WR IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TO MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE SELF-AMALGAMATIT NG TAPE ONTO THE PACKETSUNDERLYING ARECABLE. PRESENT. HEERS LASO WRAP TAPE OFSHALL TAPEBE SHALA 140T0 BEO ALE,D( RV T A(%LL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. a� V iii...... 4.. [J liiGT M.. L CABLE AND Zot CTO 9 D FOF CODE MPLIAN IGHT DURIN T /ED AROUND T ADHERE T I L . ND KIT USING HALF OVERLAP LEAST 2 I� E'F C TAPE AT N UL TAPE USING KNIFE OR SCISSORS TING TAPE USING THUMB LIED IN THIS MANNER, IN THAT THE ENDS ARE IN AN 5 0 2011 Wo ��iQkwiia OF BLA R T2�[a.i f2��• A� LAYERS O CITY OF TUKWILA JUN 072017 PERMIT CENTER SI HE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint> Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT e" • AVID . STATE OF WASHINGTON AN N SHEET TITLE: GENERAL NOTES SHEET NUMBER: N -2A REVISION: DHD PROD. N0. 2014-002 S. 104TH PL EXISTING PROJECT AREA ACCESS GENERAL NOTES THIS IS NOT A SITE SURVEY' ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. EXISTING BUILDING EXISTING PROJECT AREA ACCESS PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS EXISTING PARKING WMMIL Z r C m z REVIEWED FOR C s DE COMPLIANCE APPROVED B JUN 2 8 2017 City DIVISION of Tukwila I RECEIVED 'TY OF TUKWILA C JUN 0 7 2017 PE IIT CENTER 22"x34" SCALE: 1" = 50'-0" 11"x17" SCALE: 1" = 100'-0" 50. 25 0" 100' I� OVERALL SITE PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. S t• int)p Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7L1-73 PP•1 STATE \ DAVIT OF REGISTERED ARCHITECT . WASHINGTON 1P1...4 + AN SHEET TITLE: OVERALL SITE SHEET NUMBER: A-1 REVISION: DHD PROD. N0. 2014-002 r PROJECT AREA - SEE L(ENLARGED PLANS & ELEVATIONS -o .20 rn r— I J • HFLEX---- HFI FX HFI FX EXISTING 1900MHZ SPRINT ROOFTOP MAST & ANTENNA PLATFORM W/ RADOME TO BE REMOVED & REPLACED WITH UPDATED 800MHz ANTENNAS AND RADOME EXISTING 2.5GHz SPRINT ROOFTOP MAST & ANTENNA PLATFORM W/ RADOME MOUNTED TO (E) ROOFTOP - HFI EX- HFI EX- HFI FX HFI FX - ACCESS TO SPRINT SITE FROM PUBLIC RIGHT-OF-WAY EXISTING SPRINT UNDERGROUND TRENCH TO EQUIPMENT AREA (APPROXIMATELY 83' RUN) - PREPARE FOR INSTALLATION F NEW HYBRID LINE 1 J -EXISTING BUILDING PARAPET EXISTING ROOF TOP CABLE TRAY W/ EXISTING COAX CABLE LINES FROM GROUND BASED EQUIPMENT TO ANTENNAS PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS GENERAL NOTES THIS IS NOT A SITE SURVEY: ALL PROPERTY BOUNDARIES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED FROM A TAX PARCEL MAP AND OR SATELLITE IMAGES AND ARE APPROXIMATE. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION SECE1 vED CITY OF TUKWILA JUN 0 7 2017 PERMIT CENTER 22"x34" SCALE: 3/32" = 1'-0" 1 1"x17" SCALE: 3/16" = 1'-0" 16' 8' 0" 16' ENLARGED SITE / COMPOUND PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Sprint) Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 'I7473 \ PP! IAVI STATE OF REGISTERED ARCHITECT a . WASHINGTON s.4 r AN SHEET TITLE: ENLARGED SITE SHEET NUMBER: A -2A REVISION: DHD PROD. N0. 2014-002 13'-6" 13'-6" ALL EXISTING SPRINT GROUND Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN 10400 MARTIN SE2XC333 THER KING JR. WAY TUKWILA, WA 98178 KING COUNTY 12 0" ISSUED FOR: BUILDING PERMIT _ REVISIONS REV. 12 0" DESCRIPTION INITIALS BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C EQUIPMENT INSTALLED AT THIS TIME D 1`, 1 ♦ I _ ` II R--- I U) TELCO OT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 \ REGISTERED ARCHITECT CAVI 1 . STATE OF WASHINGTON TELCO__._______-------- PSPRINT TELCO / SHEET NUMBER: A-3 REVISION: ADHD PROD. N0. 2014-002 ELEC. ELEC. PPPICCTING CABINET TO REMAIN crrxrY,rF ^a^[� OI `n ' a x I EXISTING SPRINT BATTERY CABINET in EXISTING CABLE _ EXISTING SPRINT TELCO /La PPC CABINET TO REMAIN o I o TRAY W/ EXISTING I EXISTING SPRINT BATTERY CABINET O x W = , INSTALL NEW SPRINT 800MHz o EQUIPMENT IN EXISTING SPRINT MMBTS HYBRIFLEX I ��� EXISTING CABLE 4 CABINET INCLUDING, BUT NOT LIMITED EXISTING SPRINT MMES CABINET TRAY W/ EXISTING TO BASE BAND UNIT, CELL SITE OUTER, SURGE ARRESTERS & CONNECT HYBRIFLEX POWER & FIBER (SEE SHEET RF -1) EXISTING 6'-0° CHAIN LINK FENCE TO REMAIN PROPOSED (1) sAMsuN� EXISTING 6'-0" ® CHAIN LINK TYPE 2 CABLES, FOLLOW FENCE TO REMAIN EXISTING CABLE PATH IFNap POSSIBLE 22"o34" SCALE, 1/4" = 1'-0" EXISTING EQUPMENT PLAN! 1 22"x34"7SCALE: 1/4" = 1:-o PROPOSED TEMP. EQUIPMENT PLAN 2 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4'1/8" 4' 3' 2'1' D" 4' 13'-6" 12-0" _ NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES 1 r---,„ I ` AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORMS. STRUCTURAL ANALYSIS PROVIDED ON BEHALF OF SPRINT REVIEWED FOR CODE COMPLIANC e TELCO EXISTING SPRINT TELCO / APPROVED ELEC. PPC CABINET TO REMAIN m -m., ^a EXISTING ITEMS TO BE REMOVED 0 I i J = EXISTING SPRINT BATTERY CABINET CDMA ANTENNA 0 JUN 2 8 2017 CDMA CABINET 0 BBU CABINET 0 • MICROWAVE CABINET 0 COAX CABLE 0 City of Tukwila O p w = INSTALL NEW SPRINT 800MHz I BUILDING DIVISIOr EQUIPMENT IN EXISTING SPRINT MMBTS RE(':- ....... j 1f FD T ‘.- •-• CIT‘.- vt� l_���ILA JUN 0 7 2017 PERMIT CENTER EXISTING CABLE //f CABINET INCLUDING, BUT NOT LIMITED TRAY W/ EXISTING /' I I TO BASE BAND UNIT, CELL SITE OUTER, )ECT FIBER TSHEETERS & CONNECT HYBRIFLEX I I POWER &U (SEEGE ` 9.L I,N 911 ® EX PROPOSED (1) SAMSUNG CHAIN TYPE 2 CABLES, FOLLOW FENCE TO REMAIN EXISTINGOCABLE PATH IFlir POSSIBLE 22"x34" SCALE: 1/4" = 1'-0" _ PROPOSED EQUIPMENT PLAN I 3 NOTES / REMOVED ITEMS 1 4 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2 1' 0 4' NTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. E Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN 10400 MARTIN SE2XC333 THER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT _ REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D OT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 \ REGISTERED ARCHITECT CAVI 1 . STATE OF WASHINGTON + AN SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: A-3 REVISION: ADHD PROD. N0. 2014-002 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. • S tint)p Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN�3 SE3 10400 MARTIN LUTHER JR. WAY TUKWILA, WA 98178 KING COUNTY PROPOSED KMW PANEL ISSUED FOR: BUILDING PERMIT REVISIONS REMOVE EXISTING RADOM SHROUD AND EXISTING SPRINT 1900HMZ PREPARE FOR NEW SHROUD INSTALLATION TO ACCOMMODATE NEW RRU (1 PER SECTOR -TOTAL OF 3) DATE DESCRIPTION /\ ANTENNA MOUNTED TO EXISTING A 04-10-17 Qi= PIPE MOUNT, (1 TOTAL) A-6 115 r 16I PROPOSED 800 MHz RRU v, 6-H AWB B ANTENNAS/ al= EXISTING ANTENNA TRI -POD II- FRAME ATTACHED TO ROOF �. ENG 2.SGHzPELTA %'/ W1' \ j MOUNTED TO EXISTING PIPE MOUNT TO /1"""s...,„ \j -' 10 \A REMAIN, (3 TOTAL), VERIFY ANTENNA //,, �\ ; A 10 ' \ \ MEETS NEW REQUIREMENTS & RRU'S �r e REQUIRED \: �\:\ STRUCTURAL ADDED AWB i"./ ,_;; : !'•.,, r . / 0,, /rVOUNTANPPI .\;.'"( / I \ \ EXISTING 1900MNz RRU / / < ', - lir \- /%./ �, \ ; ! \ i \ \`\ PROPOSED RADOM SHROUD, i'� ; (PROVIDED BY OTHERS), /! .. � � \`•. - 5 VERIFY SIZE W/PROPOSED C ` --- ANTENNAS PRIOR TO �. 7 X� \ CONSTRUCTION - 1'd D �` f; \�-, /'Y �\ \•'���� \k /�-= \ ,..-\• i\\ , - f VOA f / / ( .*Os`1 i': P :\' r,1. i \ •.l•� r �°, \ is �ruuJ�, 1,1; %• i \ ,. \ 3, r �.. 0��'(Nl gj M. \ � • :% / /� ' �`; i,�\IIVI — /' �7� Ste/ \ / \ \„\ - r.�,, ,' \ / % FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT e AVID . STATE OF WASHINGTON AN SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A-4 REVISION: DHD PROD. N0. 2014-002 _I I— J 1-1 / EXISTING BUILDING PARAPET EXISTING BUILDING PARAPET REMOVE EXISTING SPRINT 1900MHz ANTENNA. TO BE REMOVED, REUSE EXISTING 1900MHz RRU W/ NEW ANTENNA INSTALLATION (1 PER SECTOR, 3 TOTAL) PROVIDE SIRE EXISTINGRED 2x6 ON TO EACH OF THE ROOF JOISTS PER THE STRUCTURAL REPORT 22"x34" SCALE: 3/16" = 1'-0" IIIIIMIIIIIIIIIIIEXISTING ANTENNA PLAN 11"x17" SCALE: 3/B = 1'-0" g' q' p" 8' 1 1 22:x 4:: SCALE 3/86.,= PROPOSED 2 ,1..- e' -'• e' TEMP. ANTENNA PLAN PROPOSED KMW PANEL NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVIDED BY GENERAL DYNAMICS. N�- EXISTING ANTENNAS ARE CDMA UNLESS NOTED OTHERWISE. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN ON DETAIL 1, SHEET A-6. FIELD VERIFY EXISTING AZIMUTH BEFORE RELOCATING THE ANTENNA, IF REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. NOTES: ALL AZIMUTHS ARE TO BE ESTABLISHED CLOCKWISE FROM THE TRUE NORTH HEADING. CONTRACTOR SHALL VERIFY NEW ANTENNA RAD CENTER AND ORIENTATIONS WITH SPRINT PCS PRIOR TO INSTALLATION OF ANTENNAS. PRIOR TO ATTACHING ANTENNAS AND MOUNTING SECTIONS, EXISTING TOWER AND TOWER FOUNDATION MUST BE ANALYZED BY A LICENSED STRUCTURAL ENGINEER TO VERIFY TOWER IS CAPABLE OF SUPPORTING THE NEW LOADS. REFER TO STRUCTURAL ANALYSIS BY OTHERS. CONTRACTOR SHALL REFER TO TOWER STRUCTURAL CALCULATIONS FOR ADDITIONAL LOADS. NO ERECTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. ANTENNA MOUNTED TO EXISTING Q = PIPE MOUNT, (1 TOTAL) A-6 I— C'ID PROPOSED 800 MHz RRU Q 0 — MOUNTED TO ANTENNA PIPE, 6-8 /% / e — / ��, I� ~., y0 q A /> /- IO" �� �(/F �•• / ,''h,_!�? ` 2 PER SECTOR, NEAR / O EXISTING 1900MNz RRU A-6 / 1'�- p ' \( I�/1�, - \ / 5 \� v1 \\ '\ PROPOSED RADOM SHROUD, /i' /, A (PROVIDED BY OTHERS), ���\,/f 1 Ti "�II \' / VERIFY. SIZE W/ PROPOSED , �/ 11,01 - .. ANTENNAS PRIOR TO ` \\ � f .I ,d \; / y 800 MHz EQUIPMENT ONLY REVIEWED FO CONSTRUCTION CODE COMPLIAI ,% i / \C / •'G 1' �!'/'�O� "\� Vi 1\�� ...� r 'moi / �,,✓ f \ ` , / \ ""� /: �l.�r�r.��, t%,/ ' \\ C,\.���1 `,\ ` �/, �,OJ \,x, \, S��/'%\� � �! S /\ �-� ^'� s'\ 20 ea� . „K �.`J0.�.,. y�lf ` =� .0 - .// / s` \� l / / ` /,/. /f \ , / V\ % '\ RRU / HYBRID CABLE SCHEDULE �pPROVED SECTOR RRH MODEL RRH FREQUENCY HYBRID CABLE LENGTH HYBRID CABLE DIAMETER JUMPER SIZE JUMPER LENGTH RET LENGTH RET CAB MANUFACTU ER RET C B MODEL NUMBER ALPHA 800MHz RRH (1)2.5GHz 130' 1" 1/2" 6' 9.8' COMMSCOP iRET AI ¢y2pQ [7 Q 2017 -Fl•/ BETA 800MHz RRH (1)2.5GHz 130' 1 1/2" 6' 9.8' COMMSCOP iRET AI (� GAMMA 800MHz RRH 1 2.5GHz () 130'/ 1 1 2" 6 9.8' COMMSCOP PET AISGv2.0 ANTENNA SCHEDULE ��e \i�, y�`\ \ q '," \ J Sr -SECTOR To ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL ANTENNA QUANTITY AZIMUTH RAD CENTER ANT. SIZE EL T TILT M Cid of Tukwil ALPHA MULTI MHz KMW ETCR-654L12H6 1 (PER SECTOR) 0' 30'-0" 69.7" 0' N/ _ 1 (/Th�, BETA MULTI MHz KMW ETCR-654L12H6 1 (PER SECTOR) 120' 3p'_p•• 69.7" BUILDING DIVI\n. J \ l_\ GAMMA MULTI MHz KMW ETCR-654L12H6 1 (PER SECTOR) 240' 30'-0" 69.7" RE`":F_.# V E D C i d Y OF TUKWILA JUN 0 7 2017 PERMIT CENTER PROPOSED FILTER PER SECTOR. 3 TOTAL, NOT SHOWN FOR CLARITY f\-6 PROVIDE SISTERED 2x6 ON TO EACH OF THE EXISTING ROOF JOISTS PER THE STRUCTURAL REPORT EXISTING BUILDING PARAPET 22"x34" SCALE: 3/16" = ''—p" PROPOSED ANTENNA PLAN 1 3 NOTES / ANTENNA SCHEDULE 1 4 11"x17" SCALE: 3/8 = 1'-0" 8' - 8' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. • S tint)p Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN�3 SE3 10400 MARTIN LUTHER JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS RE/. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT e AVID . STATE OF WASHINGTON AN SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A-4 REVISION: DHD PROD. N0. 2014-002 TOP OF (N) SPRINT NV ANTENNAS IV ELEV. 34'-10" AGL RAD CENTER OF (N) SPRINT NV ANTENNAS ELEV. 30'-0" AGL (E) BUILDING ROOF DECK ELEV. 24'-8" AGL EXISTING SPRINT HYBRID CABLE ROUTE FROM GROUND BASED EQUIPMENT TO ANTENNAS — PREPARE FOR NEW HYBRID LINES aim FINISH GRADE ELEV. 1T-0" REF. PROPOSED RADOM SHROUD. (PROVIDED BY OTHERS), VERIFY SIZE W/ PROPOSED ANTENNAS PRIOR TO CONSTRUCTION PROPOSED KMW PANEL ANTENNA MOUNTED TO EXISTING PIPE MOUNT, (1 TOTAL) PROPOSED 800 MHz RRU MOUNTED TO ANTENNA PIPE, 2 PER SECTOR. NEAR EXISTING 1900MNz RRU PROPOSED FILTER PER SECTOR, 3 TOTAL, NOT SHOWN FOR CLARITY EXISTING 'BUILDING EXISTING SPRINT TRI—'POD BASE TO REMAIN — • BEYOND / NOT SHOWN FOR CLARITY PROVIDE SISTERED 2z6 ON TO . . EACH' OF THE. EXISTING ROOF, JOISTS PER THE STRUCTURAL • REPORT EAST ELEVATION 7 22z34" SCALE 3/64 - 1'-0" 11"x17" SCALE 3/32" = 1'-0" 8' 6' 4 2' 0" EXTERIOR ELEVATION 1 2 dTOP OF (N) SPRINT NV ANTENNAS ELEV. 34'-10" AGL RAD CENTER OF (N) SPRINT NV ANTENNAS IP ELEV. 30'-0" AGL (E) BUILDING ROOF DECK ELEV. 24'-8" AGL FINISH GRADE IV ELEV. 1T-0" REF. 1 PROPOSED RADOM SHROUD. (PROVIDED BY OTHERS), VERIFY SIZE W/ PROPOSED ANTENNAS PRIOR TO CONSTRUCTION PROPOSED KMW PANEL ANTENNA MOUNTED TO EXISTING PIPE MOUNT, (1 TOTAL) PROPOSED 800 MHz RRU MOUNTED TO ANTENNA PIPE. 2 PER SECTOR. NEAR EXISTING 1900MNz RRU (E) SPRINT RADOME SCREEN TO REMAIN (E) SPRINT 2.5GHz PANEL ANTENNA MOUNTED ON (E) 3"0 0.D. PIPE — 1 PER SECTOR, TOTAL (3,F -- (E) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Y2" 0.D. PIPE PROPOSED FILTER PER SECTOR, 3 TOTAL, NOT SHOWN FOR CLARITY PROVIDE SISTERED 2x6 ON TO EACH OF 'THE EXISTING. ROOF JOISTS PER THE STRUCTURAL REPORT EXISTING BUILDING VIEWED FOR ODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION 1 ECEi E D CITY OF TUKWILA SOUTH ELEVATION JUN 0 7 2017 PERMIT CENTER 22"x34" SCALE: 3/64 = 1-0" 11"x17" SCALE 3/32" = 1'-0" 8' 6' 4' 2' 0" 8' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. EXTERIOR ELEVATION 1 4 Sp t PAINT NOTES PAINT 1. NOTES: (N) SPRINT EXPOSED ANTENNAS AND MOUNTING ISSUED DATE: 05-24-17 HARDWARE TO BE PAINTED TO MATCH (E) SITE REVISIONS CONDITIONS PER EQUIPMENT MANUFACTURER'S DATE RECOMMENDATIONS. 2. (N) SPRINT EXPOSED ANTENNA SUPPORT EQUIPMENT 04-10-17 AND MOUNTING HARDWARE TO BE PAINTED TO MATCH AWB (E) SITE CONDITIONS PER EQUIPMENT MANUFACTURER'S 05-23-17 RECOMMENDATIONS. AWB NOTES 1. FINAL ANTENNA CONFIGURATION SHOWN ON THIS PLAN -. SEE ANTENNA PLAN SHEETS FOR EXISTING AND TEMPORARY INTERIM CONFIGURATION. 2. EXISTING TOWER INVENTORY PROVIDED BY OTHERS. 3. ALL (0) ANTENNA, RRU, AND CABLING WORK SHALL NOT COMMENCE UNTIL A SIGNED AND SEALED STRUCTURAL TOWER/POLE, SPRINT PLATFORM AND FOUNDATION REPORT IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES MATCHING THE DESIGN DEPICTED ON THESE DRAWINGS HAS BEEN PROVIDED. 4. ALL (E) SPRINT COAX CABLES AND ANTENNAS ARE TO BE REMOVED FROM THE SITE. 5. IF PRESENT, ALL (E) CLEARWIRE ANTENNAS, MICROWAVE DISHES AND COAX CABLES TO REMAIN. 6. (N) SPRINT NV ANTENNAS ARE TO BE INSTALLED SO THAT THE TOP OF THE (N) ANTENNA ALIGNS WITH THE TOP OF THE (E) SPRINT COMA ANTENNAS THAT ARE TC BE REMOVED. dTOP OF (N) SPRINT NV ANTENNAS ELEV. 34'-10" AGL RAD CENTER OF (N) SPRINT NV ANTENNAS IP ELEV. 30'-0" AGL (E) BUILDING ROOF DECK ELEV. 24'-8" AGL FINISH GRADE IV ELEV. 1T-0" REF. 1 PROPOSED RADOM SHROUD. (PROVIDED BY OTHERS), VERIFY SIZE W/ PROPOSED ANTENNAS PRIOR TO CONSTRUCTION PROPOSED KMW PANEL ANTENNA MOUNTED TO EXISTING PIPE MOUNT, (1 TOTAL) PROPOSED 800 MHz RRU MOUNTED TO ANTENNA PIPE. 2 PER SECTOR. NEAR EXISTING 1900MNz RRU (E) SPRINT RADOME SCREEN TO REMAIN (E) SPRINT 2.5GHz PANEL ANTENNA MOUNTED ON (E) 3"0 0.D. PIPE — 1 PER SECTOR, TOTAL (3,F -- (E) SPRINT 2.5GHz RRH MOUNTED ON (P) 3Y2" 0.D. PIPE PROPOSED FILTER PER SECTOR, 3 TOTAL, NOT SHOWN FOR CLARITY PROVIDE SISTERED 2x6 ON TO EACH OF 'THE EXISTING. ROOF JOISTS PER THE STRUCTURAL REPORT EXISTING BUILDING VIEWED FOR ODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION 1 ECEi E D CITY OF TUKWILA SOUTH ELEVATION JUN 0 7 2017 PERMIT CENTER 22"x34" SCALE: 3/64 = 1-0" 11"x17" SCALE 3/32" = 1'-0" 8' 6' 4' 2' 0" 8' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. EXTERIOR ELEVATION 1 4 Sp t • nit:\.:„,,A1 Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 117473 \ Pi! 1AVIa STATE OF REGISTERED ARCHITECT . WASHINGTON IIP:. r AN SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A -5A REVISION: DHD PROD. N0. 2014-002 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. S • ti pnt) ETHERNET CABLE COMMSCOPE CSDWHC2K##M MECHANICAL SPECIFICATIONS: PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY (E) OR (P) PIPE MANUFACTURER: CCI MODEL: HPA33R-CS4A WEIGHT: 37.7 LBS DIMENSIONS: 47.5' X 18.2" X 8.5' FREQUENCY: REFER TO RF DATA SHEET 1.-6 1/4" i MODELTURKMW MODEL: ETCR-654L12H6 MOUNT — r1 WEIGHT: 84.9 LBS DIMENSIONS: 84.9" X 21" X 6.3" FREQUENCY: REFER TO RF DATA SHEET SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE INITIALS A 04-10-17 CD PRELIM AWB B MINIMUM BEND RADIUS LOADED: 20 TIMES CABLE OD UNLOADED: 10 TIMES CABLE OD ELECTRICAL PROPERTIES: SPARKER TEST: 4000 VAC DIELECTRIC STRENGTH: CONDUCTOR TO CONDUCTOR: 3 SEC ® 2500 VDC 11.-9.. CAPACITANCE: 100f/FT NOM. IMPEDANCE: 100 +/- 15 OHMS STRUCTURAL ADDED AWB C D ' 1 -6 1/4' +- DT I�I NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET - LS 2.:1- 7473 REGISTERED ARCHITECT IN AVID STATE OF . WASHINGTON AN OUTER JACKET AL/PY TAPE IIIIIIIIIIIIIIIIIIIIIIS7o C� • •O O BRAID 100 AD SHEET NUMBER: A-6 REVISION: DHD PROD. N0. 2014-002 1.1 0®® a L_ 0000 0000 0000 0000 ] (F CONNECTOR ttP ria RE CONNECTOR ( I (TIP) BOTTOM(E) (ttP) BOTTOM Ilir O OO CENTER CONDUCTOR /� DIELECTRIC PIPE //� (4) PR� MOUNT S ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET • • • • • • • • FRONT —i__ SIF M 2 x34" SCALE: NOT TO SCALE 1 NOT USED "x17" SCALE: NOT TO SCALE11"x17" 1 1 22 x34 SCALE NOT TO SCALE 11 x17" SCALE: NOT TO SCALE CABLE DETAIL 1 2 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE NOT TO SCALE CCI ANTENNA 1 3 22" 34" SCALE NOT TO SCALE: NOT TO SCALE SCALE KMW ANTENNA 4 PROPOSED ANTENNA PROPOSED 800 - SEE MHz SAMSUNG RRH STACK MOUNTED �1 800MHz MANUFACTURER: SAMSUNG DETAIL FOR ADDITIONAL BEHIND NEW WEIGHT: 60 LBS (27kg) DIMENSIONS: 18" X 11" X 15.4" POWER CONSUMPTION: 540W ANTENNA INTERFACE: ANALOG RF BBU INTERFACE: GROUND 2 HOLE LUG POWER: DC POWER (-48 VDC) _ • I - �.� • INFORMATION PROPOSED SAMSUNG MOUNTING BRACKET HARDWARE ANTENNA & 1 ju MI 1111/1111 11 II •- PROPOSED ■ II 111111 800 MHz SAMSUNG RRHilinififfiMiiiii K n1� 11111111 I"IIIII. _ C•j f • --.,.: MOUNTED BEHIND I`j�A _ .• {� Y/ - t' ..I' llllill III I 1 .IIII 1 11 1 l i .t 0 `" r: D ,C, T " ' . a.._ - , I I - 1•� _.. - - I 1 ' 1 .e 6L C 0• r - . ' (^ • �., • • • ,. Y �- NEW ANTENNA !•`IIII — Tip.. PROPOSED ANTENNA ' 1+ IIII IIII - SEE DETAIL FOR TOP PROPOSED ANTENNA DETAIL FOR ADDITIONAL INFORMATION EXISTING OR PROPOSED WO PIPE MOUNT - SEE - 0 0 • • ••• 0 0 .111111III����IIII •M• 11111111 1111 - ADDITIONAL INFORMATION • 1011111 / ANTENNA MOUNT PER MANUFACTURER MOUNPROPTING BRACKETG& HARDWARE END _ = PROPOSED L - / 9 'O 0. e Y RREAR VIEW RIGHT VIEW 10 I, _BRACKET I II1�3 SAMSUNG MOUNTING & 01.1 II �_� 7 0 II L� HARDWARE EXISTING OR II— 1 -6 ') BOTTOM PROPOSED 3>¢"0 Cry PIPE MOUNT EXISTING OR PROPOSED _rli_ SIDE 3,160 PIPE MOUNT 1 x34" SCALE: NOT TO SCALE 800MHZ RRU MECHANICAL SPECIFICATIONS 11"x17" SCALE: NOT TO SCALE 1 6 11""x17" SCALE NOT TO SCALE RRU ANTENNA PIPE INSTALLerT-I - NEW SST STANDARDHANGER —STANDARD HANGER SNAP -IN FOR CABLES E IN EXCESS NEW 3 I/2' O.D. ANTENWt MOUNTING PPE ] I CODE COMPLIAF APPROVED —�� EXISTING TOWER LEG EXISTING TOWER NEW BREAKOUT UNITS. 140 OF (t) PER SECTOR 1 NEW SST STANDOFF ttPE SSL-] Y TOWER ANDREW ��� (',�I 8 // NEW 3O721gp. /- L017 AMEN G i'II IPE • I MOUNTEXISTING ANTENNA SUPPORT FRAME OAx BLOCKS I [�� I I of�Tukwil� •••• NCity 11LDIN DIVIS NEW HYBRID CABLE TYPICAL OF 3. -� .1�1= SUPPORTED IP 200' 0G GRIP EVERY _ I 200' 0' COLOR CODE^O BArvD II. RF FILTER 0 (0) HENNA PUTFORM .—. _I I I 1 E EIVEDI e A. 1• I(' Y I /ABL U.l��' I L A in.`:-.,) JUN 0 7 2017 PERMIT CENTER 22"034" SCALE: NOT TO SCALE22 1"x17" SCALE: NOT TO SCALE NOT USED 110 34" SCALE: NOT TO SCALE 11x117" SCALE: NOT TO SCALE CYLINDER FILTER DETAIL 112 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. S • ti pnt) Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 _ ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT IN AVID STATE OF . WASHINGTON AN SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A-6 REVISION: DHD PROD. N0. 2014-002 TYPICAL HYBRID CABLE COLOR CODE SECTOR FIRST RING SECOND RING THIRD RING A GREEN NO TAPE NO TAPE B GREEN GREEN NO TAPE G GREEN GREEN GREEN FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE FREQUENCY COLOR CODE FIRST RING SECOND RING 2.5 GHz YELLOW RED TYPICAL JUMPER CABLE COLOR CODE FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR 2.5 GHz PCS1 -45' ANT 0 BLUE PCS1 +45' ANT 1 WHITE PCS2 -45' ANT 2 GREEN PC52 +45' ANT 3 BROWN RET RET RED SUPPLIER SAMSUNG MODEL NUMBER TYPE LENGTH RADIUS WEIGHT/LF X420-0 (FT) INCHES (LBS) AWG 8 1 PAIR, AWG 10 3 PAIR TYPE 1 30'-135' 1.351 AWG 4 1 PAIR, AWG 6 3 PAIR #8 AWG TYPE 2 136'-225' 1.5 1.5 #6 AWG TYPE 3 226'-390' 1.75 BUT LESS THAN 2" 2.0 #4 AWG TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 TOTAL LENGTH -114'-9.95" '-180'-5.35" -213'-3.05" '-262'-5.60" X328-1" X420-0 -'550'-0" HYBRID POWER CABLE CONFIGURATION AWG 10 1 PAIR, AWG 12 3 PAIR AWG 8 1 PAIR, AWG 10 3 PAIR AWG 6 1 PAIR, AWG 8 1 PAIR, AWG 10 2 PAIR AWG 6 1 PAIR, AWG 8 3 PAIR AWG 4 1 PAIR, AWG 6 1 PAIR, AWG 8 2 PAIR AWG 4 1 PAIR, AWG 6 3 PAIR AWG 2 1 PAIR, AWG 4 3 PAIR CABLE DIAMETER 0.98" 1.06" 1.18" 1.1871.25" 1.25" 1.56" 1.69" BENDING RADIUS 11.81" 12.99" 15.35" 17.71" 17.71" 18.00"/30.00" 21.00"/35.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE DU CABINET (POWER CABLE TERMINAL MAX SIZE AWG 4) 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE RRU POWER CABLE SPEC AWG 8, 0.57"-0.60" AWG 10, 0.45"-0.48" 8 AWG CABLES 4 PAIRS NON USE POWER AND OPTIC CABLE PROTECTION 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE AND WITH PE PIPE 2 PAIR POWER OPTIC CABLE WITH PE PIPE 22"x34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE COLOR CODING 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE HYBRID CABLE TYPES 4 (4) PAIR COPPER TO RRU (6) FIBER CABLES 1 3/4" TAPE 1 3/4" TAPE 1 3/4" TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) 1 3/4" SPACE BETWEEN HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE 1 3/4" TAPE FIRST RING FREQUENCY COLOR CODE 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER 1 3/4" TAPE RING FIRST RING 1 3/4" TAPE RING 1 3/4" TAPE RING 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER RINGS SECTOR) RINGS SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) (4) PAIR COPPER TO CABINET (6) FIBER CABLES HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE 1 3/4" TAPE 1 3/4" TAPE 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) 1 3/4" SPACE BETWEEN HYBRID CABLE COLOR CODE AND FREQUENCY COLOR CODE NO SPACE BETWEEN CABLE 1 3/4" TAPE FIRST RING FREQUENCY COLOR CODE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" SPACE FROM END OF BREAK-OUT CYLINDER w.ea HYBRID COLOR CODE WRAP TAPE AROUND HYBRID CABLE TAPE (SEE TABLE CABLE. THREE TIMES, TO CABINET FOR DETAILS) MIN. (TYP) 1 3/4" TAPE RING 1 3/4" TAPE RING 7/8" SPACE SECOND RING 7/8" SPACE THIRD RING 1 3/4" TAPE RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER FIRST RING RINGS SECTOR) RINGS HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) NOTE: HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG. COLOR TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN END CONNECTOR, WEATHERPROOFING, OR BREAK-OUT CYLINDER, WITH 1" SPACE BETWEEN EACH RING. 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR. 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE "FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. 7. THE 2" COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR INDIVIDUAL CABLES, AND THE TAPE SHALL 8E KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE. NO SPACE BETWEEN CABLE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) HYBRID CABLE CONNECTION AT CABINET HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2 FROM RRU 1 RRU & END OF JUMPER HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE 1 3/4" TAPE FIRST RING FREQUENCY COLOR CODE SECTOR) • WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) 1 3/4" SPACE BETWEEN CABLE CODE AND FREQUENCY COLOR CODE HYBRID CAB TO R 1 3/4" TAPE THIRD RING CABLE # EWED FOR DE COMPLIANC APPROVED JUN 2 8 2017 1/8" SPACE 7/8" SPACE 1 3/4" TAPE THIRD RING CABLE # 1 3/4" SPACE 1 3/4" TAPE BETWEEN CABLE CODE FIRST RING AND FREQUENCY FREQUENCY COLOR COLOR CODE, CODE 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE C w fNTukwila BUILDIf DIVIS$O JUMPER CABLE CONNECTION AT RRU AND ANTENNA ECF1VED CITY OF TCTIMLA JUN 0 7 2017 PERMIT CENTER 22x34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH REIATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. HYBRID CABLE COLOR DETAIL 112 • �l Sp � tint Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D OT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT AVID STATE OF . WASHINGTON AN SHEET TITLE: ANTENNA AND CABLE DETAILS SHEET NUMBER: RF -1A REVISION: DHD PROD. N0. 2014-002 _ _^ \ , \ .<` '•P) 800MHz PANEL ANTENNA W/ X'\ y 4 �'' \ ( / RRH, 1 PER SECTOR, TOTAL OF i �� ' i� / •. "\ Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY GROUNDING NOTES ISSUED FOR: BUILDING PERMIT REVISIONS 1. EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO BURIED GROUNDING RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BETWEEN EACH SECTION AND LABEL EACH SECTION P", "A", "N", I" WITH ( ) 1" HIGH LETTERS. 3. ALL HARDWARE 18-8 STAINLESS STEEL, INCLUDING LOCK WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE STAINLESS STEEL 3/8 INCH DIAMETER OR LARGER. 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH AN ANTI -OXIDANT COMPOUND BEFORE MATING. 5. NUT & WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL BLACK HEAT -SHRINKING TUBE, 600 VOLT INSULATION ON ALL GROUNDING TERMINATIONS. THE INTENT IS TO WEATHERPROOF THE COMPRESSION CONNECTION. 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 8 SUPPLIEDOR RECOMMENDED NG 6E TYPE BY CABLE PART NUMBER MANUFACTURER. AS 9. SUPPLIED AND INSTALLED BY CONTRACTOR. WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A GROUNDING BAR TO AN EXISTING TOWER, THE SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR TO THE TOWER. 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ORIENTATION. THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLICRFACCOMPONENTSEDBUS USINGARGROUND WIRES AND CONNECT TO SURFACE MOUNTED BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY SPRINT WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING METHOD, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL EXOTHERMIC AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED 8Y SPRINT. /� AGB 3 > / I > �/ ,\ \/;,,..' \� / " %, d i \ k �\ 1 _ _. �I,_ -'(I 1 "f�l k \ .� \ \ ® \ ', . h e ',, ,- `� \ _ !� \ %% \�''�. ! 1 \ ` '�,,, i �% "^.,,, - jY;: / \ % \� ��\ P 800MHz RRH'S - p �` .,.\ % . ie'',a. CONNECTED TO (E) �`.F b�%`� s- �, ANTENNA GROUND /% BAR \. \\. \� .'-.„ \ x,.'\ `"_x%�\\ \� � \%''':.2:0;e•\ _z _ %; �` �7 % .4i \1" / %` j _l /', " / "y/,, 1 ,17 \ ': _ % \'/ \ I /. °; 1 \ ` j 1 I \ q . \ 3 1 I ;� /��'�� I / / \�/ ' 's ) :AMC\ / \ \` e10. ' L (E) CONNECTION FROM NEW SPRINT GPS TO EXISTING MASTER GROUND C ! .,___,..=_. ,_.--..L- . _ _ _. __. ; \ /� �/ ` _ I _---- I----- LEGEND _ F \ \ \,I J( V • EXOTHERMIC CONNECTION O MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB EXTERNAL GROUND BAR 22"x34" SCALE 1/2" = ''-°" I ANTENNA GROUNDING PLAN 1 1 SCALE: NOT TO SCALE 31"x17" SCALE: NOT TO SCALE GROUNDING NOTES 1 2 11"x17" SCALE: 1/4" = 1'-0" 2' 1' 0" 2' NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET - am ` F�(ISTING SPRINT TELCO / 11'jSC CABINET TO REMAIN 11--''.✓.// , \ � ---. \ 1 112"x34" F,�ISTINN F�7T R-�� C C II E D FOR SPODAE INEII COMPLIANCE PPROVED REVISION: DHO PROD. NO. 2014-002 ,1 • TELCO I „ TELCO ELEC ELEC. JUN 2 8 201 IYYXYY "a �YY ,-).lr EXISTING CABLE TRAY W/ EXISTING e 1 _ �r _ /1 / / / EXISTING CABLE TRAY W/ EXISTING = / / / • City of Tukwila HYBRIFLEX /� / Iti HYBRIFLEX /J // BUILDING DIVISION �7 1= ���� l / _ 7� _----4.-- /l j / ` � Q MSGB x MSGBYC W \ J 1`1y f-' E,C•FI VED \ ;- \ ry ---■ 1J1— \\ \\\\\ \ \ EXISTING SPRINT BATTERY CABINET \ 1.�— \\ \\\ \ \ EXISTING SPRINT BATTER ''+a�KIIV`ET Y' TUKWILA L..`ir`S� _ �%. EXISTING SPRINT EXISTING SPRINT JUN 0 7 2017 GROUND BAR b R n GROUND BAR F mm \ g,1 nl EXISTING SPRINT MMES CABINET EXISTING SPRINT HYBRID EAGLE INTERNAL GROUND WIRE TO BE TRIMMED MMES C o ,V, 7 c Y T E 7 TO FIT & ATTACHED TO GROUND BAR 22"x34" SCALE: 1/4" = 1'-0" IIIMIII61 EQUIP. GROUNDING PLAN (INTERIM) I 3 EQUIP. GROUNDING PLAN (FINAL) I 4 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2' 1' 0" 4' 11"x37" SCALE: 1/8" = 1'-0" ' ---' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY GO NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. • nt) ti Sp Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ihh....imhbs._7473 \ REGISTERED ARCHITECT po.p•.4 1AVIA STATE OF WASHINGTON r AN SHEET TITLE: GROUNDING PLAN SHEET NUMBER: G -1A REVISION: DHO PROD. NO. 2014-002 EXIST. COST (ANTENNA SECTOR 11 1900 MHz SPRINT ANTENNA • HYBRID CABLE INTERNAL GRD WIRE TO 8E TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW GPS ANTENNA (P) 2.5 GHz SPRINT ANTENNA 10 AWG #10 AWG LIST. CGB ❑ L DCL FIBER iE)JJ2 AWG [ANTENNA SECTOR 21 1900 MHz SPRINT ANTENNA 10 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING UPPER TOWER GROUND BAR ✓ LIST. cce ❑ (E) #2 AWG (ANTENNA SECTOR 31 1900 MHz SPRINT ANTENNA 5I zl NI 11 HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR DC_ / FIBER EXISTING CABINET (E) #2 AWG COAX #6 AWG WITH WEATHERPROOFING L L 2 AWG EXISTING #2 AG GROUNDS TO EXISTING GROUND RING EXISTING LOWER TOWER GROUND BAR 2 AWG 2 AWG EXISTING #2 AG GROUNDS TO EXISTING GROUND RING NEW MMBS CABINET o irn ova `5 Q Z 00 00 mol ao `;E N Q 0 00 z�I u EM BS GND BAR HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING BBU CABINET SPRINT M/W ANTENNA it 0 AWG DC / FIBER (P) 2.5 GHz SPRINT ANTENNA J ' #10 AWG LEGEND J • EXOTHERMIC CONNECTION O MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MOB EXTERNAL GROUND BAR GROUNDING NOTES 1. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL, TOOLS, ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND PROCEDURE GanlIAIO rnMnlIrma 001)1 HAVE A MINIMUM 24" BENDING RADI 2. ALL EXOTHERMIC WELD CONNECTION SHALL BE CLEANED THOROUGHLY AN SURFACE WITH (2) TWO COATS OF G SILVERBRITE (ALUMINUM). REVIEWED FOR tit E PLIANC VITE (WHAMOVED 3. ALL ELECTRICAL Sc MECHANICAL GRO;IND CONNECTIONS SHALL HAVE ONNECTIJJN 2 8 2017 ANTIOXIDANT COMPOUND APPLIED TO 4. GROUND TESTS SHALL BE PERFORM YI AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GR]I RESISTANCE SHALL NOT EXCEED 5 -OHMS. 5. CONTRACTOR SHALL SUBMIT THE GR(UND RE TANCEOT X U`^-,ila REPORT AS FOLLOW: Q �jy �lW 2. ONE (1) COPY TO ENGINEER1. ONE (1) COPY TO OWNER ED, Bli.%ILEDING DIVISIOr 3. ONE (1) COPY TO KEEP INSID L 1166�1RC 6. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. 7. FOR ADDITIONAL GROUNDING NOTES SEE N-1 OR N 1ECEIVED 8. ALL ANTENNA MOUNT GROUNDS SHALL BE #4,,rir ,FJRAJAp i 11 v ?!) GREEN JACKETED CABLE GROUNDS SHALL BE K WWR&ME MFR! 1.f IA V Y I 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOLID BARE AS REQUIRED. JUN 0 7 2017 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. PERMIT CENTS R 22x34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. GROUNDING RISER DIAGRAM 1 4 Spri n Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET Ilii...,unib7473 \ p0.0. IAVI STATE OF REGISTERED ARCHITECT i . WASHINGTON p_•.., r AN SHEET TITLE: A GROUNDING DETAILS SHEET NUMBER: G -2A REVISION: DHD PROD. N0. 2014-002 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. •c) Sprint) NOTES: 1. DO NOT INSTALL CABLE DIRECT GROUND WIRE 2. WEATHER PROOFING SHALL AS SUPPLIED OR RECOMMENDED M i. CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 ��� GROUND DOWN RRU r A+J i1 I .1 ��� KIT AT A BEND AND ALWAYS TO ANTENNA GROUND BAR. BE ANDREWS. (TYPE & PART NUMBER BY CABLE MANUFACTURER.) TO ANTENNAS TOTAL OF 6 LINES PER Y SECTOR IF THE SITE HAS BOTH 800 & 1900 ++ o WEATHERPROOFING W KIT (TYP.) STANDARD GROUND KIT (TYP.) (SEE I DET/3 E-5) II� 17 ANTENNA CABLE ��� TO SHELTER (TYP.) ANTENNA GROUND - BAR, SIMILAR TO TO 24" INSPECTION WINDOW REQUIRED FOR BUTT CONDUCTOR ALL INTERIOR INSULATION UP EXTERNAL TWO -HOLE COTHE ANTENNA CABLE ,yy12" DESCRIPTION INITIALS A := WEATHERPROOFING KIT AWB 2 1/2'0 MAX. TOOTHEAD CONNECTORS CONNECTORNET 3/B"0x1 1/4" BARREL 1" MIN 1/4" MIN (SEE NOTE 3) CABLE GROUND KIT AWB C / S S NUT S/S LOCK WASHER - S/S 1...lii /ow' WASHER FLAT t D #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) CONNECTION OF CABLE GROUND KIT TO 5111 118 v mmm�Iii� 1 nommi— CLEAR HEAT ANTENNA CABLE ANTENNA SHRINK NOTES: •M•• IMM oo rv°r CLEAR TINNED COPPER oiscoeeea GROUNDING BAR HEAT SHRINK S/S FLAT WASHER S/S BOLT (1 OF 2) "DO 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO -HOLE LUG. 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. #6 AWG CONTRACTOR TO K16-057. MOUNT VERIFY THAT THE =Mil GROUND BAR NEAR NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS GROUND BAR IS TOP OF MONOPOLE, TOWER GROUNDED TO THE OR WAVEGUIDE TOWER OR RING LADDER. 22"x34" SCALE: NOT TO SCALE NOT USED 11"x17" SCALE: NOT TO SCALE 1 22 x34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE COAX TO ANTENNA GR.00IND 2 21?"x37" SCALE: NOT TO SCALE 4 SCALE: NOT TO SCALE CABLE GROUNDING 3 22 x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE TWO HOLE LUG Li - 111 AN RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON ANTENNA TOWER SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G -3A #2 TINNED MOUNTING ND! t: *PROVIDE NO -OX GREASE AT CONTACT GROUND FROM ANTENNA/RRU SURFACE BETWEEN LUG AND GROUND BAR PIPE 'CONTRACTOR WILL VERIFY BUSS BAR GROUNDING TO THE TOWER OR RING. / HYBRID CABLE ` GROUND LEAD SS TYPE TA TYPE 116\ IF` �'- 1 ` IS `• GT TYPE GR ' IIII I / O 0 0 O Q 0 O O � O 0 0 0 0 0 0 0 0 O O O O O O O O 0 OO O OIJ 0 f ETIxNISNETYPE &T HK.,OOO CONNECTIONS.DnGROUNDxBAR TYPE VB v\;\��\ TYPE HS TYPE HA ::4'41§,§ TYPE VS 400 � • • � TYPE GL LUG TYPE PG TWO-HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-1E x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. 22"x34" SCALE: NOT TO SCALE SECTOR GROUND BA "` - - t. .►'� IIS . �3t� FM 22"x34" SCALE: NOT TO SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 11"x17" SCALE: NOT TO SCALE 6 L8 HOUSING FOR ELECTRIC CONDUIT GR AWG GREEN STRANDED CU GROUNDING CONDUCTOR FROM RRU UNIT TO #2 AWG GROUNDING CONDUCTOR STRANDED CU WIRE WITH GREEN. SIZE, SHSPECHWN INSULATION. SIZE AS SPECIFIED �,{'��_��]` (��{^- _(if ell i'� y�/ GY13LtLG D1�B R BETWEEN qpp��"�/ GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER /�/-\ -1 - GROUND LEADS TO EACH ..� SECTOR GROUND BAR - COAX CABLE \ GROUND LEADS /- \../- JUN 2 8 2017 - THIN WALL C -TAP W/PINK DYE INDEX (SEE NOTES) �_� #2 AWG STRANDED CU GROUNDING CONDUCTOR NOTE: CONTRACTOR TO SURROUND COMPLETED CONNECTION W/ WEATHER PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. 2" LIQUID --,° TIGHT CONDUIT FOR HYBRID CABLES NEW \ MMBS CABINET ° 2" LIQUID° TIGHT COUPLING #88711 NEW BATTERY CABINET 2" PORT W/ ° ADAPTOR #8436 2" LIQUID ° l 0 I° CON NECTIO TO GROUND V I ° �A/C GS CONDUIT 0 OO O O SSS 0 Cc)), 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O Sa_p_iI0 •' `? CityTukwila V�` f�a NWC�CVI➢1 M COUPLING #8871 1 _ BAR CABINETINSIDE I 1 J $I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 OOOOOOOOOOOOOOOOOOO �� a. € ' OF TUFCVVIL� 2" RGS_,--'''wb A/C a z" LIQUID TIGHT COUPLING #88711 CONDUIT z" RCS DC 2" LIQUID �� GROUND BARS AT OF TOWERS OR MONOPOLES SHALL USE EXOTHERMIC CONNECTION. J- BOTTOM TWO -HOLE LUG. BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. EXOTHERMIC WELD WITH #2 AWG SOLID TINNED BARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THN INULATION TO STRUCTURE, BUILDINGS RING GROUND ORNA MGB EQUPMENT �/ JUN 0 7 2017 �' ;' ' f„ : , PER f �fl1Ui i !,_ i a i -. DETAIL 12 CONDUIT TO NEW MMBS TIGHT #8435 CABINET #2 GREEN �- S EXISTING GROUND MGB RING #2 TINNED BCW RING EXOTHERMIC WELD DIAGRAMMATIC LAYOUT ONLY. MAY VARY.2 %34" SCALE: NOT TO SCALEQ 112"x17" SCALE: NOT TO SCALE CABINET GROUND SCHEMATIC / ZZ"x37" SCALE: NOT TO SCALE "x4" SCALE: NOT TO SCALE C -TAP CONNECTION 10 Z2"x37" SCALE: NOT TO SCALE TOWER."x4" SCALE: NOT TO SCALE MASTER GROUND BAR CONNECTIONS 12 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. •c) Sprint) Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA, WA 98178 KING COUNTY ISSUED DATE: 05-24-17 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 04-10-17 CD PRELIM AWB B 05-23-17 STRUCTURAL ADDED AWB C D �10T FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT • AVID STATE OF . WASHINGTON AN SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G -3A REVISION: DHD PROD. N0. 2014-002 ENGINEERING 250 4th Ave S Ste 200 Edmonds, WA 98020 Phone: (425) 778-8500 Fax: (425) 778-5536 civil & structural engineering & planning Sprinf STRUCTURAL ANALYSIS REPORT SE25XC333 McQueen Rooftop Site RECEIVED CITY OF TUKWILA JUN 0 7 2017 PERMIT CENTER REVIEWED FOR CODE COMPLIANCE APPROVED • JUN 2 8 2017 City of Tukwila BUILDING Mir 10400 Martin Luther King Jr. Way Tukwila, WA 98178 05/23/2017 CG Project No.: 17095.502 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-2 SITE DATA 3-7 LATERAL LOAD CALCULATIONS 8-9 APPURTENANCE & MAIN STRUCTURE ANALYSIS 10-13 ARCHITECTURAL DRAWINGS (EXCERPT) A1 -A6 PREVIOUS UPGRADE STRUCTURAL CALCULATIONS (EXCERPT) A7 -A18 Sprint SE25XC333 McQueen —17095.502 Structural Analysis Report May 23, 2017 Page 2 of 3 INTRODUCTION CG Engineering was retained by Select Site Acquisition, LLC to provide structural analysis of the existing structure for the site modifications proposed by Sprint per the Scope of Work, and in accordance with the 2015 International Building Code as amended by the local jurisdiction. The structural analysis completed by CG Engineering was inclusive of the structural elements that were affected by the addition of equipment and antennas associated with the proposed Sprint equipment deployment. Where applicable, this includes the antenna and equipment support structure and affected portions of the existing main structure. SITE DESCRIPTION The existing structure is a 24'-8" tall concrete tilt -up building with a wood framed roof. There are (2) existing radome shrouds with existing antennas mounted within them. The existing radome shrouds are each mounted to an existing rooftop frame, (1) of which is ballasted. The existing equipment is mounted at grade near the building. No changes are proposed to the ballasted frame. Select Site Acquisition, LLC provided us with architectural drawings for the current site modification, along with structural calculations for a previous antenna upgrade by Integrated Design Engineers dated 06/02/15. All geometry, member sizes, and material strengths used in our analysis were based on this information. If anything differs from the information contained in these documents, CG Engineering should be notified to revise our analysis. APPURTENANCE CONFIGURATION The structure was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us by Select Site Acquisition, LLC. The appurtenance specifications have been included for reference. If the antenna or mount requirements are different than those stated, CG Engineering should be notified to revise our analysis. Sector Existing Appurtenance Configuration Proposed Appurtenance Configuration (Bold=New) Mount Type A Panel Antenna (1) Model No. Unknown 1900MHz (1) Model No. ET-X-WM-18-65-8P RRU's (1) Model No. RRH-P4 (1) Model No. RRH-V3 Panel Antenna (1) Model No. ET-X-WM-18-65-8P (1) Model No. ETCR-654L12H6 RRU's (1) Model No. RRH-P4 (1) Model No. RRH-V3 (2) Model No. RRH-C2A (1) RF Filter Mount appurtenances to existing pipe mounts B Panel Antenna (1) Model No. Unknown 1900MHz (1) Model No. ET-X-WM-18-65-8P RRU's (1) Model No. RRH-P4 (1) Model No. RRH-V3 Panel Antenna (1) Model No. ET-X-WM-18-65-8P (1) Model No. ETCR-654112H6 RRU's (1) Model No. RRH-P4 (1) Model No. RRH-V3 (2) Model No. RRH-C2A (1) RF Filter Mount appurtenances to existing pipe mounts G Panel Antenna (1) Model No. Unknown 1900MHz (1) Model No. ET-X-WM-18-65-8P RRU's (1) Model No. RRH-P4 (1) Model No. RRH-V3 Panel Antenna (1) Model No. ET-X-WM-18-65-8P (1) Model No. ETCR-654L12116 RRU's (1) Model No. RRH-P4 (1) Model No. RRH-V3 (2) Model No. RRH-C2A (1) RF Filter Mount appurtenances to existing pipe mounts 0 ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 1 f. 425.778.5536 www.cgengineering.com Sprint SE25XC333 McQueen —17095.502 Structural Analysis Report May 23, 2017 Page 3 of 3 The coax cables that serve the antennas weigh less than 5 Ib/ft and are therefore exempt from the requirements of Chapter 13 of ASCE 7. ANALYSIS CRITERIA The parameters in the following table were used in our analysis of the structure based on its location. City of Tukwila, WA Wind Criteria Seismic Criteria Basic Wind Speed w/o Ice (3-s Gust): 110 mph Occupancy Category: II Sds: 1.004 Exposure: B Kzt (ASCE 7-10)1: 1.0 Sd1: 0.568 Notes: 1. Refer to the attached topographic profile(s) used to determine the topographic factor. APPURTENANCE MOUNT/MAIN STRUCTURE ANALYSIS RESULTS Individual appurtenance mounts have been determined to be sufficient to support the proposed Toads. Additionally, the existing structure has been determined to be sufficient to support the proposed appurtenance configuration provided minor modifications as specified below are installed. CONCLUSIONS/RECOMMENDATIONS We have determined that minor modifications to the existing structure are required for the proposed Sprint installation as described above in the appurtenance configuration table. • Antenna Anchorage: The antennas shall mount to existing 3" standard pipes. Attach the antennas to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. • RRU Anchorage: The RRU's shall mount to new 3" standard pipes. Attach the RRU's to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. The new pipe mounts shall be attached to the existing Unistrut channels with (1) 1/2" diameter U -bolt per Unistrut channel. • Equipment Anchorage: Attach the new appurtenances within the existing equipment cabinet. The equipment shall be attached with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. • Existing Structure: Due to the increased weight of the antenna frame, the roof joists directly below the non - ballasted frame require strengthening. Provide sistered 2x6 DF#2 onto each of the existing 2x4 roof joists and nail together with (2) 16d nails @ 6" on -center. Provide (1) Simpson A35 at each end of each new 2x6 joist into the existing purlin. Refer to page 16 of the structural calculations. CONDITIONS OF ANALYSIS This structural analysis is based on the documentation that was available to us. CG Engineering should be contacted immediately if there are any discrepancies with the information stated within this report. Our analysis is based on the assumption that the original structural design and all subsequent structural analyses were properly designed and permitted per the applicable building codes, and that the structure has been properly installed and is maintained to the minimum standards required by code. We assume the structure has no known deterioration or damage that would adversely affect its capacity. C � O ENGINEERING 250 4th Avenue South, Suite 200 Edmonds, WA 98020 ph. 425.778.8500 1 f. 425.778.5536 www.cgengineering.com 4/18/2017 Design Maps Summary Report USGS Design Maps Summary Report User -Specified Input Report Title McQueen Tue April 18, 2017 23:41:07 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.50881°N, 122.27914°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS-Provided Output SS = 1.506 g S, = 0.568 g SMS = 1.506 g SM1 = 0.852 g SDS = 1.004 g SD1 = 0.568 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. aI 0 1. i}3 1.03 1.44 122 1.12 QJu 0.80 004 O. 4a 032 010 11,0] MCER Response Spectrum am 020 Qb] acn 003 1.01 1.20 Period, T (see) 0 I.00 1.00 203 I. 10 1199 089 0.11 03 it 033 022 all Design Response Spectrum 01)] 1.00 1.20 Period. r (sec) 1.40 1.03 20] Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. 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Topo North American' 10. www.delorme.com Tit BW t18A•EI Scale 1 : 46,875 M o r + 1x 2 a• 1" = 3,906.3 ft Data Zoom 12-1 Topo North America TM 10 1 , '4 `762 �mosom�I11/11 17: 1 1 i -' 1 /' ;I J �_ .• 1 1111■1 =� '.. ` •. Lam 1i 11111 ,1 Ralnle -Valle Ill. l• - . An news t7 "..-, j j .' Ulo..t�, Iiimemi S. L111� iii ����I■i (►0'V Beit yPeninsula ,. r \ i 3::: �. LE a ST Georgetown g 161 1 ,!11:7 n 6:• '1'��ORCASS uu r• "7 �.•��•.�� 71-::= 4 q Q e = e Par: J m 3r . p ��� +'�62 G�� .r.���r_r.• F,�Y Island P,rk In Z ,i • �� Van Asselt ■ 111 �01 „^ t \ t.l.q-A „,„_„^t l' `\ 11 N ` � ill alit ``,\ g ii �1 .1. `e ;161 LI_!L�..HollyP.ark ■MIR IH 1 Num iv. � IN! 11M111...1 ,�1 m0. r, Brighton Beach II y_ �' •I. �= v z �•l.iolre �o rk �aimi ��� y . ��'I ._ _ \ o I\�n m • O i SE 2ND ST ti . • r t5? ` �, SL1p"EL 0-5T ar uui ' ter:• nfe etlon \PCP �1�� y 1 I J 1 . HOIDEN EzI�- , \ { 1�� lar • V J'a 1•. . ` to , �� I - 1 111 \ j �7 -i IM Dun1aP ti 1 111111 � 3. ‘\ 11111 Pritchett Leland. 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I r )�f / y � ', � ' 11 II . 0 1r.�� T FIV¢ Co naive • Comers 1 Plaza / J5 { � p r. ,�� \ \I I Pa 6 Re.O • '_ ' ', A' 170.6ft — 150 ft — 100ft — 50 ft — DaS7Ail e t».JS 5A Oft 0 I I I I I I mi 2,640 ft 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.00 mi Lin Dist: 4.0 mi Terr Dist: 4.0 mi Elev Gain: 51.5 ft Avg Grade: 2 Climb Elev: 270.6 ft Desc Elev: 219.1 ft Max. Elev: 170.6 ft Min. Elev: 8.6 ft Climb Dist: 1.7 mi Desc Dist: 2.2 mi Data use subject to license. DeLorme. Topo North AmericaT"" 10. www.delorme.com rn - MN (16.4•G) Scale 1 : 62,500 a N 1 IN 2 1" = 5,208.3 ft Data Zoom 11-6 1 Seismic Force: Seismic Load Calculation for Components and System (Reference: IBC 2015 Section 1613 & ASCE 7-10 Section 13.3) 0.2s Spectral Response Acceleration, Site Class B, S, 1.0s Spectral Response Acceleration, Site Class 8, Ss Site Class Seismic Design Category Site Coefficient per S, & Site Class, F, Site Coefficient per Ss & Site Class, F0 SMs=F.S, SMs = F„Ss SDs = 2/3 5Ms SD, =2/3SMS (Per ASCE 7-10, 13.31 Component Amplification Factor, ap Component Response Modification Factor, Rp Component Importance Factor, I, Component Operating Weight, Wp Height In structure at lowest point of attachment of component, z1 Height in structure at highest point of attachment of component, zs Average Roof Height of Structure, h Seismic design force, Fp - 1.506 • 0.568 = D = D 1.00 • 1.50 = 1.506 0.852 1.004 = 0.568 • 1.0 = 2.5 ▪ 1.0 Wp = 24.67 24.67 35 0.4apSpsWp Max. seismic design force, Fpm„ _ Min. seismic design force, Fpmm = Seismic design force at lowest point, Fps = Seismic design force at highest point, Fp2 = Min. seismic design force, Fpm1„ Max. seismic design force, Fpm„ = Rp/Ip 1.6SDmIpWp 0.3SosIpWp (ASCE 7, Figure 22-1 thru 22-6) (ASCE 7, Figure 22-1 thru 22-6) (ASCE 7, Section 11.4.2) (ASCE 7, Tables 11.6-1 & 11.6-2) (ASCE 7, Table 11.4-1) (ASCE 7, Table 11.4-2) (ASCE 7, Section 11.4.3) (ASCE 7, Section 11.4.3) (ASCE 7, Section 11.4.4) (ASCE 7, Section 11.4.4) (ASCE 7, Table 13.6-1) (ASCE 7, Table 13.6-1) (ASCE 7, Table 1.5-2) (Ib) (ft) (ft) (ft) (1+2z/h) 0.387 Wp 0.387 Wp 0.301 Wp 1.606 Wp Seismic design force, Fp(MD) = 0.276 Wp (Eq. 13.3-1) (Eq. 13.3-2) (Eq. 13.3-3) Fp ow= 0.387 — O ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Descriptio„ !y RMK Dee 4/18/2017 Checked Seismic Loads For Components & Systems Det. Safi McQueen N.T.S. lobNo. 17095.502 Sheet No. Wind Load Calculation for Other Structures (Reference: 2015 IBC Section 1609 & ASCE 7-10 Chapter 29) Wind Velocity Pressure: Average Roof Height of Building, h (ft) Height of Other Structure, z (ft) Basic Wind Speed, V3, (mph) Exposure Category Risk Category Velocity Pressure Coefficient, Kh Topographic Factor, Kat Wind Directionality Factor, Kd Velocity Pressure, qh (psf) Design Wind Load on Other Structures Horiz Gust Effect/Force Coefficient, (GCr) Vert Gust Effect/Force Coefficient, (GCr) 24.67 (Per Architectural Drawings) = 24.67 (Per Architectural Drawings) • 110 (ASCE Figure 26.5-1) • B (ASCE Section 26.7.3) • 11 (IBC Table 1.5-1) • 0.66 (ASCE Section 29.3.1 & Table 29.3-1) 1.00 (ASCE Section 26.8.2 & Figure 26.8-1) • 0.85 (ASCE Section 26.6 & Table 26.6-1) qh = 0.00256KhKztKdV^2 (ASCE Eq. 29.3-1) 17.31 psf = 1.9 (ASCE Section 29.5.1) 1.5 (ASCE Section 29.5.1) Projected Area Normal to the Wind, Ar or A, (ft2) _ Design Lateral Wind Load, F (lbs) _ A, or A, (Projected Wind Area) gh(GCr)Af & (ASCE Eq. 29.5-2 & 29.5-3) qh(GCr)Ar LRFD Horiz Force, Fh = 32.9 psfxA, 0 Vert Force, Fv = 26.0 psfxAr ASD Horiz Force, Fh = 19.7 psfxA, 20 Vert Force, Fv = 15.6 psfxAr K, or KN (ASCE Table 29.3-1) Height Z (ft) Exposure B Exposure C Exposure D 0 0.57 0.85 1.03 15 0.57 0.85 1.03 20 0.62 0.90 1.08 25 0.66 0.94 1.12 30 0.70 0.98 1.16 40 0.76 1.04 1.22 50 0.81 1.09 1.27 60 0.85 1.13 1.31 70 0.89 1.17 1.34 80 0.93 1.21 1.38 90 0.96 1.24 1.40 100 0.99 1.26 1.43 120 1.04 1.31 1.48 140 1.09 1.36 1.52 160 1.13 1.39 1.55 180 1.17 1.43 1.58 200 1.20 1.46 1.61 41= ENGINEERING Suite 200 Edmonds, WA 98020 Deutiptlan er RMK Date 4/18/2017 Checked Wind Loads For Components and Systems Date ['Meet McQueen wN N.T.S. lob No. 17095.502 Sheet No. , , , , , , , 4 , , 4- P0-: t4. 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'PA-vit os 4 tS i S7� c'r ✓,e- oi� f ri 57i- '7orS7' off C./ Izk� 5r5 Tte_81, L -ssl`f\�i , ! klS ���:E isis t:1 -4b- A S, .J2Vi, wzS - r4./006 _..._ 4t3 A06/,:p 7' (sQ40Oj k-21— 3 (. sloughs ) 1 _Si i ' 7 , !---- i1 'S'T v� 7 €- t/c w S 174i ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 425.778.8500 www.cgenglneering.com Description By i4 kL9-r S�2�ayu 2t Checked Date? /} Date Scale Project k 4 c aGG'Aj Job No. I `11S .4 oz Sheet No. di WoodWorks® SOEIWARE FOR WOOD DESIGN COMPANY May 23, 2017 15:15 PROJECT Exist Joist Design Check Calculation Sheet WoodWorks Sizer 11.1 Loads: Load Type Distribution Pat- tern Location (ft] Start End Magnitude Start End Unit D D1 S1 Dead Dead Snow Full Area Full Area Full Area 22.00(24.0") 15.00(24.0") 25.00(24.0") psf psf psf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths ( n) : 1 7'-8 51" I/ 7L8" Unfactored: Dead Snow Factored. 285 193 285 193 Total Bearing: 478 ` 478 Capacity Joist Support Des ratio Joist Support Load comb Length Min req'd Cb Cb min Cb support Fcp sup 478 597 1.00 0.80 #2 0.51 0.51 1.00 1.00 1.25 625 478 597 1.00 0.80 #2 0.51 0.51 1.00 1.00 1.25 625 Exist Joist Lumber -soft, D.Fir-L, No.2, 2x6 (1-1/2"x5-1/2") Supports: All - Timber -soft Beam, D.Fir-L No.2 Roof joist spaced at 24.0" cic; Total length: 7'-8.51"; Clear span: 7.-7.49"; volume = 0.4 cu.ft. Lateral support: top= full, bottom= at supports; Repetitive factor, applied where permitted (refer to online help); Analysis vs. Allowable Stress and Deflection using NOS 2015 : Criterion Analysis Value Design Value Unit Analysis/Design Shear Bending(+) Live Defl'n Total Defl'n fir = 76 fb = 1446 0.12 = L/787 0.38 = L/244 Fv' = 207 Fb' = 1547 0.38 = L/240 0.51 = L/180 psi psi in in fv/Fv' = 0.37 fb/Fb' = 0.93 0.30 0.74 Additional Data: FACTORS: F/E(psi)CD CM Ct CL CF Cfu Cr Cfrt Ci Cn LC# Fv' 180 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 Fb'+ 900 1.15 1.00 1.00 1.000 1.300 1.00 1.15 1.00 1.00 - 2 Fcp' 625 - 1.00 1.00 - - - - 1.00 1.00 - - E' 1.6 million 1.00 1.00 - - - - 1.00 1.00 - 2 Emin' 0.59 million 1.00 1.00 - - - - 1.00 1.00 - 2 CRITICAL LOAD COMBINATIONS: Shear : LC #2 = D+S, V max = 475, V design = 416 lbs Bending(+): LC #2 - D+S, M = 911 lbs -ft Deflection: LC #2 - D+S (live) LC #2 = D+S (total) D=dead L=live S=snow W -wind I=impact Lr=roof live Lc=concentrated E -earthquake All LC's are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 33.3e06 1b-in2 "Live" deflection = Deflection from all non -dead loads (live, wind, snow...) Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Building Code (IBC 2015), the National Design Specification (N)S 2015), and NDS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Sawn lumber bending members shall be laterally supported according to the provisions of NOS Clause 4.4.1. 111111 di %VO 0 Works® SOFTWARE FOR WOOD DESIGN COMPANY May 23, 201715:23 PROJECT Exist GLB Design Check Calculation Sheet woodworks Slzer 11.1 Loads: Load Type Distribution Pat- tern Location fftl Start End Ilognitude Start End Unit D S Pd Self -weight Dead Snow Dead Dead lull Area 9011 Axea Point Full UDL 0.50 15.00(8.00') 25.0018.00') 850 14.7 psf psf lbs plf Maximum Reactions (lbs), Bearing Capacities (lbs) and Bearing Lengths (in) : 24'-4.73" i 24.9" Unfettered: Dead Snow Factored. 2197 2440 1937 2439 Total Bearing. 4637 4376 Capacity Beam Support Des ratio Deem Support Load comb Length Min req'd Cb Cb min Cb support Fcp sup 4637 4877 1.00 0.95 k2 1.78 1.78 1.00 1.00 1.09 625 4376 4603 1.00 0.95 02 1.68 1.68 1.00 1.00 1.09 625 Exist GLB Giulam-Unbal., West Species, 24F -1.8E WS, 4"x16" actual 10 laminations, 4" maximum width, Supports: Ail - Timber -soft Beam, D.Fh-L Not Total length: 24'-4.73"; Clear span: 24'-1.2r: volume = 10.8 cu.a. Lateral support: top= full, bottom" al sermons; WARNING: this CUSTOM SIZE Is not in the database. Refer to online help. Analysis vs. Allowable Stress and Deflection u Ing NOS 2016: Criterion Analysis Value Design Value Unit Analysis/Design Shear Bending)+) Live Def1'n Total De11'n Ev - 97 fb - 1991 0.63 - L/459 1.22 - L/239 Fv' - 305 Fb' = 2710 0.81 - L/360 1.21 = 1/240 pai psi 1n 1n fv/Fv' - 0.32 fb/Fb' - 0.73 0.79 1.00 Additional Data: FACTORS: F/E(pal)CD CM Ct CL CV Cfu Cr Cfrt Notes Cn4Cvr LC* Fv' 265 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 2 08'+ 2400 1.15 1.00 1.00 1.000 0.982 1.00 1.00 1.00 1.00 - 2 Pop' 650 - 1.00 1.00 -E. 1.8 Od111on 1.00 1.00 - - - - 1.00 - - 2 Esdny' 0.85 million 1.00 1.00 - - - - 1.00 - - 2 CRITICAL LOAD COMBINATIONS: Shear : LC 92 - 0+3, V max - 4613, V design - 4142 lbs Bending(+): LC 92 = 9+2, 14 - 28316 lbs -ft Deflection: LC 92 = D+B (live) LC 92 = D+S (total) D -dead L -live 3 -snow W -wind 7-1mpact Lr=roof live Lc -concentrated Erearthquake All LC'a are listed in the Analysis output Load combinations: ASCE 7-10 / IBC 2015 CALCULATIONS: Deflection: EI = 2458e06 lb -int "Live. deflection - Deflection from all non -dead loads (live, wind, snow_.) Total Deflection - 1.00(Dead Load Deflection) + Live Load Deflection. Design Notes: 1. WoadWorks analysis and design are In accordance with the ICC Intemailona) Building Code (IBC 2015), the National Design Sped0cation (NDS 2015), and NDS Design Supplement. 2. Please verify that the defeutt de0ection limits are appropriate for your application. 3. Glulam design values are for materials conforming 10 ANSI 117-2015 and manufactured In accordance wilh ANSI A190.1-2012 4. GLULAM: bxd = actual breadth x actual depth. 5. Glulam Beams shall be laterally supported a0cording to the provisions of NDS Clause 3.3.3. 8. GLULAM: bearing length based on smaller of Fcp(lenslon), Fcp(comp'n). 141E -R— g x IS Z`ek. U06.-Arkk. U06.—AArts ,j,,,t M'M8 u 20, t -- ( ) Lb, (o�- A.kD CI S t P5o,.1 0�/Q',, ,�6 t 1 I a.' r -1-I `' 7 1 i f y ` - - -1 .j .. - , 1 1 11 � I , . I 1I II I I I I I -(7)141 -bets 10,1.51- Q) b'[on v'y paw 1�. 4 • • ir"1 Vq/j i I.1 •I .I .� 11 I dv A... + 01 .1 I I I / / Cr/Ap,ti • I b i I 1 t- 1- _ I 0.1,c>. n/ <'c2/7 /,! ( jt' 5��,�Ic333 6,11X3%"1;1 Op� *vire 1 ,,. (7 /e) J J tial P°./ yam- ley .D/'/0/ i I , . , .711 T- .1 i.` to' (79) 1 69 Sprint Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Oma 206-7904655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY IUILWIIA WA 98178 KING COUNTY ISSUED DATE: 04-10-17 ISSUED FOR: BUILDING PERMIT 1 f NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARC TECT CAVI+ . + N STATE OF WASHINGTON § I § k 2<i! \ @ d§ re 8 | § !\ l.l) .. k� Sprint Select Site Acquisition, LLC 870 ORAVEI Z ROAD SE AUBURN, WA 98092 Office 2064904655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN WRIER KING JR. WAY TUKWIIA WA 98178 KING COUNTY ISSUED DATE 04-10-17 ISSUED FOR: BUILDING PERMIT NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 \ REGISTERED I ARC .ITECT MAVI+ . + N STATE OF WASHINGTON SHEET 11111: ENLARGED SITE I O W5a K' S n u N m S 2 r WW 31 � I O < m U O z 6 1G 15 ti d 41 ENLARGED SITE / COMPOUND PLAN I I r 1 1 6 v A� 4., C ,� Cim Select Site Acquisition, LLC 870 ORAVrrZ ROAD SE AUBURN, WA 98092 Office 206-790-4655 PROJECT INFORMATION: MCQIEEN SE25XC333 10400 MARTIN LUTHER RING JR. WAY TUKWIIA WA 98178 KING COUNTY ISSUED DATE 04-10-17 ISSUED FOR: BUILDING PERMIT §■ §&¥ .8.b /. k d 2� » k \ / q/�k\ ® \/q | § §�yd/h\ NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS. FLAGPOLES AN9 TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, h NEW CABINETS/TEMPORARY PLATFORMS. STRUCTURAL ANALYSIS PROVIDED ON BEHALF OF SPRINT EXISTING ITEMS TO BE REMOVED COMA ANTENNA 1 0 .... INOT FOR UCTION UNLESS LABELED CONSTRUCTION SET JJ 7473 ,REGISTERED ARC. TECT I CAVI+ . N STATE OF WASHINGTON SHEET TITLE: ENLARGED EQUIPMENT PLANS ■� ) @ (w et . !1 )� k ■} r. % „ 'c,o. __ I a•«• v+• - rb PROPOSED TEMP. EQUIPMENT PLAN 12 , NOTES / REMOVED ITEMS 1 4 | k| w.< ,9§ /: d 1 §■ §&¥ .8.b /. k d 2� » k \ / q/�k\ ® \/q | § §�yd/h\ NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS. FLAGPOLES AN9 TOWER SITES BEFORE INSTALLATION OF NEW ANTENNAS, NEW RRUS, h NEW CABINETS/TEMPORARY PLATFORMS. STRUCTURAL ANALYSIS PROVIDED ON BEHALF OF SPRINT EXISTING ITEMS TO BE REMOVED COMA ANTENNA 1 0 .... . . \/4 , % „ ' 9 il §,|, 2|«2 a 8 / _| li , 0022 §£§§ • a . S ® / gg |§ . ■d £ yj |�® I f; -:X:, r • fir ,• EXISTING EQUPMENT PLAN 1 |@ 4/■P§/h& !e �§i 6 %-- \|mo|% q/ ■ 2 � 2k/( @a [/ o Ga 2aE 8U I1+., r ro':Y.-�:.Fr r• ..._ PROPOSED EQUIPMENT PLAN 3 . / \// \ @§ :, § 1 rZ I / ' 111 / §. --- — / w. M. MI k4/ a.. '12,_, §E\ z e m . .0 -AL A..4.3 Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 95092 Office 206.7904655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MAR11N LUTHER KING JR. WAY TUKWIA. WA 98178 KING COUNTY ISSUED DATE: 04-10-17 ISSUED FOR: BUILDING PERMIT 1 1 NOT FOR CONSTRUCTION UNLERS LABELED AS CONSTRUCTION SET 7473 REGISTERED I ARC ITECT AVI STATE OF WASHINGTON SHEET TITLE: ANTENNA PLANS SCHEDULES cc W8 Zgdidoo VIIa w 2 1 €ya 11J ki”: 1 Wm,' Jn° : ,: o O. k PROPOSED TEMP. ANTENNA PLAN 2 iii NOTES / ANTENNA SCHEDULE 1 4 w 2 1 €ya 11J ki”: E 6 6 11 i $ Sigttt / b" m E lig ' 3li--_ c 6 y 11 6 i e "E NRR KRD !, >DI 0 1114 WOE le 1151z I ����GIK 147 rz i al_ gt i lo 11; 11:g i 1 i lei d f 111 /i 111 # i 1 9 1 iii 1 iil 12 k i ilo 0 XX Y11 ..„ = 3rr 15•0 PROPOSED ANTENNA PLAN! 3 DNT 1900HMZ SECTOR — TOTAL ENNA TRI—POD HED TO ROOF MO. um. .-.''' U. 1NDLa°1V AMD11W10 ` -• i� 1PE1�IT0 • RN5 ,� �� 'c., w v\ :,\\ ti 4[.- -+- l ,v, as a R, •�,.r,. • . / � i f rleitv 1 ,111 sJi 4-L 0 V dee 1,g1 ,....„..a,, 114 ..z...„,„,„„) sh pi ,,, , . A, C •� L Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Mee 206790.4655 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARTIN LUTHER KING JR. WAY TUKWILA. WA 98178 (INC COUNTY 00 W ulo ISSUED FOR: BUILDING PERMIT REVIS ON KEV. DATE w INOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT PPP AVI. .. tAN STATE OF WASHINGTON SHEET TITLE EXTERIOR ELEVATIONS aQ i! ,A CO PRELIM < 0 0 o 0 N O O 9 1 G • a 9 lit g$ Rai sOgi hk4:141itAlihLnk 44 4 d d 0 2 EXTERIOR ELEVATION [ 4 1 1 1 A L.; c Lim CI Select Site Acquisition, LLC 870 ORAVETZ ROAD SE AUBURN, WA 98092 Office 206-790.4656 PROJECT INFORMATION: MCQUEEN SE25XC333 10400 MARSH LUTHER KING JR. WAY IUKYAIA WA 98178 KING COUNTY ISSUED DATE: 04-10-17 ISSUED FOR: BUILDING PERMIT REVISIONS Wrv. wR I mmayloH M1ws Di M",. NOr m scN1 CYLINDER FILTER. DETAIL 112 1111400x1: Nsr m 50x1 i, 7473 REGISTERED 1 ARC ITECT IP! �►, AVI+ STATE OF WASHINGTON SHEET ARE: EQUIPMENT DETAILS Ic0 PRELIM 6y�!.71E t g , � F og 1<( z G Z.- 'f' a�W#1---- *� "6 a,'h 111 11 1 Am Y ‘-- 1 ,/i o U �� to 4000 — a €€ �9 waw uimui 6 4D i (MW ANTENNA 1 4 Q RH 11 u w• 000.10 m for ro srxl RRU ANTENNA PIPE INSTALLATION DETAIL 18 11•.IY SrJte NDr 110.1 L p� Di M",. NOr m scN1 CYLINDER FILTER. DETAIL 112 1111400x1: Nsr m 50x1 i, si t 6y�!.71E t g ee 1t; 11 �_' R 'f' a�W#1---- *� "6 a,'h 111 11 1 Am Y ‘-- 1 ,/i o irli,1)''I' 1—J .,/i o �� to — a €€ �9 waw uimui 6 4D Z 11 r 82 —iK ;f -i: i� B4 _ r__JL u M 11 k 1 11.1.11.1.111111•01.0-� CI hi Eg ad it i_t_ .iii g 81 VIII ; kii �� i i a: Igtr� ogiI1111 X1.(:1 H- ! 1@1 n SyyB 33 RR d 11 1i 1 1.m p �Q I: \.�.,�_ 1.= Ysc.z smc ro CABLE DETAIL 12 �`" 800MHZ RRU MECHANICAL SPECIFICATIONS 1 6 111T sae Norm sJ+i na• sate NOT TO 00x1 NOT USED 110 11110 sae NOT TO SCALE Lal s Noi m SCALENOT USED) 1 4 ti 9 414 5`ggh: pi integrated design AIM ENGINEERS STRUCTURAL CALCULATION REPORT FOR THE ANTENNA MOUNT SE25XC333 10400 MARTIN LUTHER KING JR. WAY TU KW I LA, WA 98178 June 02, 2015 06/02/2015 1200 Fifth Avenue. Suite 1208 Seattle. WA 98101 P 206.264.1121 F 206.264.1122 id-engr.com infoO,id-en gr.com Fi integrated design AIM ENGINEERS STRUCTURAL ASSESMENT SE25XC333 Tukwila, WA INTRODUCTION The purpose of this analysis is to verify that the existing building is capable of resisting the proposed antenna configuration. TIA/EIA-222-G is used. This report was commissioned by Sprint. REFERENCES • ANSI/TIA/EIA-222-G • 2009 International Building Code RESOURCES The Following information was provided to assist in the tower analysis (Appendix A) • Drawings dated 02-23-2014 provided by Acquisition, LLC • Construction drawings dated 02-23-2014 provided by Acquisition, LLC DISCUSSION MOUNT DESCRIPTION The Antennas are placed on a one story building located in Tukwila, WA. The antennas are mounted to a ballasted frame. The antennas are shielded by a 38" shroud. LOADING The two tables below show the primary loads supported by the tower. All existing and proposed antenna information was provided by Sprint. Existing/Reserved Appurtenance Configuration Filmdom Carrier Appurtenance Proposed Appurtenance Configuration BleyaliQn 30' 30' Carrier Sprint Sprint Appurtenance (3) ET-X-WM-18-65-8P (3) RRH-P4 Note: BOLD type indicates a new appurtenance 1200 Fifth Avenue, Suite 1208, Seattle, Washington 98101 pI 206.264.1121 f 1206.264.1122 www.id-engr.com Analysis Antenna Mount The purpose of this structural analysis is to verify that the mounts meet TIA/EIA-222-G requirements with the proposed appurtenance configuration. A 85 mph design wind speed was used..25" of ice with 70 mph wind was also considered. For the purpose of this analysis, the building is assumed to be adequately designed. This report does not verify that the structure meets current or past code. Results of the analysis are summarized in the table below. Ite_M Percent Capacity Pipe Mast 38% (N) Unistrut 57% Sliding S.F=2.0 Overturning S.F.=1.7 CONCLUSTIONS AND RECOMMENDATIONS Based on the analysis, the existing structure is adequate for the proposed antenna configuration. 1200 Fifth Avenue, Suite 1208, Seattle, Washington 98101 pi 206.264.1121 '1206.264.1122 www.id-engr.com a 0 d w .Wai a n ti 0 0 ry u a m 0 go 0 T •t pm 0 8, 0 N A C IL co fV N , N N 0 N N 0 P4 n N N m v m m O N m E m1000110 c 3 5i E10 SI NIill 1 0 ('7 integrated design AIM ENGINEERS Project . f Ar'. r; c _7, DESIGN SHEET Sheet Location 42-1" P Z,�] Client .�# 1�•�L ,! Date ow ?/24/y BY �J p %J) U.l""1/47/fa�0 e &_ ' y O .,;,2 /2 - (;,/ P-3, '/1 46 6-e. eft) f ice) , ce4.P x -0/2y`7 01 2D� (P' 2y,e?) /0 6/ (' ;A � __' 2.17 Pa/ J7 ef/ /,y O, /V• 7/2/ )--2 ??4, .2, cc /// = 2c rad.5/ .74 J �Jr 1,1 integrated design AIM ENGINEERS 3]o Project ,2S'er Location Client �O � x'72 / oyes.14-/Anl-1 DESIGN SHEET Sheet By Date af/2 %y .. O, eer2(7,c; ft 3: u 2. ? 7,- 29.3). ;ems _ f� 6/1 ys� An,/ 46" cr,22 t / 9 elf if/a/76 ( 770, Y 4"o )./6/ra or Z �,2 10 6/2 Aogc, cp&z..1. • r 1 6"cw>17 ro7) -/470 (7Y/L7.9. el I • I. A/D 06/0-2eY3- 4,'Ke.),/,' 4:53,1 Cr, j /7'7 C, oopd rA 4,0 / V V • 1.1 / 04,1 1.1 0-5 1 _ r t-- r I r • 1 I • j 1,4 I I / L - - r- FT -7 Tr t -t " I 1,11 t _ ! _ _ _ _ - I ! 1 r -1 -I '1 1-7 I. 11 1 1 -1 . I 11 IIIIII I 1 E._ .1, 1 . • __. ---1 4- - - lo' if. / •4, r2,) .1 r • • • /t Y/) Y/7 I 261 /1/ (7>;) (10) IS integrated design .o ENGINEERS Project .2,rk 112 DESIGN SHEET Sheet Location Client f0 /6 /SX j- as �--GL 200/el 4 4 /20 C By /0D Date 0+ 0,//2045-- 2 ' - v' OF/,p/4' ??0/67j�/). 20 o 12 22.3 JZ'/j. X -- e714 --et F.1'. .yxJG..i�co/� �p ? ... � JPl p�.c")..IV 0 i%P/l•✓�Cl. et rir -.. 0 / do 7-‘e Q�J '�S C 2 Ls 1iD > y� oR 1 Lir PP -42R 0 el' :/ r` e eJ P ct J e d.r o, e vYU 2,( f" /? te,d Avrt 116 Tedds. Project Job Ref. Section Sheet nix/rev. 1 Calc. by MD Date 6/1/2015 Chk'd by Date App'd by Date STRUCTURAL GLUED LAMINATED TIMBER (GLULAM) BEAM ANALYSIS & DESIGN (NDS) In accordance with the ANSI/AF&PA NDS -2012 using the ASD method Applied loading Beam Toads 7EDDS calculation version 1.6.03 Load Envelope - Com bineion 1 klpin 0.0 30.406 30.4 t I 25 A 1 1 Bending Moment Envelope kips 4.7 4.679- 0.0— Sheer Force Envelope 1.3 -4.517 — 1 25 d.5 Dead point Toad 807 Ib at 120.00 in Live full UDL 200 Ib/ft Dead full UDL 120 lb/ft Dead self weight of beam x 1 B (4 Tett!' Project Job Ref. Section Sheet noirev. 2 Calc. by MD Date 6/1/2015 Chk'd by Date App'd by Date Load combinations Load combination 1 Analysis results Maximum moment Design moment Maximum shear Design shear Total load on member Reaction at support A Unfactored dead Toad reaction at support A Unfactored live Toad reaction at support A Reaction at support B Unfactored dead load reaction at support B Unfactored live load reaction at support B 1 Glulam section details Net finished breadth of sections Net finished depth of sections Number of sections in member Overall breadth of member Alignment of laminations Stress class Bending parallel to grain Tension parallel to grain Compression parallel to grain Compression perpendicular to grain Shear parallel to grain Modulus of elasticity Modulus of elasticity, stability calculations Mean shear modulus Support A Span 1 Support B Dead x 1.00 Live x 1.00 Dead x 1.00 Live x 1.00 Dead x 1.00 Live x 1.00 M. = 30406 Ib_ft Krim = 0 Ib_ft M = max(abs(Mmax),abs(Mmm)) = 30406 Ib_ft Fmax = 4679 Ib Fmin = -4517 Ib F = max(abs(Finax),abs(Fm;n)) = 4679 Ib Mei = 9196 ib RA max = 4679 Ib RA Dead = 2179 lb RA Live = 2500 Ib Remax = 4517 Ib Re_oead = 2017 Ib Re _nre = 2500 Ib b=4in d = 16 in N=1 bb=Nxb=4in Horizontal 24F -V4 DF/DF Fb = 2400 Ib/int Ft = 1100 Ib/fn2 F0= 1650 lb/int Fe..paro = 650 Ibrn2 Fv = 265 Ib/int E = 1800000 Ib/int Emin = 950000 Ib/int Gdef = E 1 16 =112500 Ib/int RA mm = 4679 Ib Re mtn = 4517 Ib �(6 0 Tedds' Project Job Ref. Section Sheet no./rev. 3 Calc. by MD Date 6/1/2015 Chk'd by Date App'd by Date Member details Service condition Length of bearing Load duration Section properties Cross sectional area of member Section modulus Second moment of area Dry Lb=bin Ten years A=Nxbxd=64.00in2 Sx=Nxbxd2/6= 170.67 in3 Sy=dx(Nxb)2/ 6 = 42.67 in3 lx=Nxbxd3/12= 1365.331n4 ly=d x (N x b)3 /12=85.33 in4 Adjustment factors Load duration factor - Table 2.3.2 Co = 1.00 Temperature factor - Table 2.3.3 C, = 1.00 Flat use factor - Table 5A Cm = 1.01 Bearing area factor - c1.3.10.4 Cb = 1.00 Length of beam between points of zero moment Lo = 25 ft For species other than Southern Pine x = 10 Volume factor - eq.5.3-1 Cv = min((21 ft / Lo)'1x x (12 in / d)1 x (5.125 in / b)'"r, 1) = 0.98 Depth -to -breadth ratio d / (N x b) = 4.00 Effective laterally unsupported span length le = 2 ft Slenderness ratio for bending members - eq.3.3-5 Rb = /[le x d / (N x b)2] = 4.899 Adjusted bending design value for bending Fb' = Fb x Co x CMb x Ct x Cc = 2400 lb/in2 Adjusted modulus of elasticity for member stability Emin' = Emin x CME x Ct = 950000 Ib/int Critical buckling design value for bending FbE = 1.2 x Emin / Rb2 = 47500 lb/int Beam stability factor - eq.3.3-6 Ct.=[1 +(FbE /Fe )]/1.9-'1[([1 +(FbE /Fb'))/1.9)2- (FbE /Fe)/0.95)= 1.00 Bearing perpendicular to grain - c1.3.10.2 Design compression perpendicular to grain Fe_perp' = Fcyerp x Ct x Cb = 650 lb/in2 Applied compression stress perpendicular to grain fc...pero = RA_max / (N x b x Lb) = 195 lb/in2 fc.,erp / Fc_perp' = 0.300 PASS - Design compressive stress exceeds applied compressive stress at bearing Strength in bending - c1.3.3.1 Design bending stress Actual bending stress Strength in shear parallel to grain - c1.3.4.1 Design shear stress Actual shear stress - eq.3.4-2 Fb = Fb x Co x Ct x min(CL, Cv) x Cc = 2349 Ib/int fb = M / Sx = 2138 ib/In2 fb/Ft; = 0.910 PASS - Design bending stress exceeds actual bending stress F� = x Co x Ct = 265 lb/in2 f„=3xF/(2xA)=110Ib/int f„/F, = 0.414 PASS - Design shear stress exceeds actual shear stress 49 Tedds' Project Job Ref. Section Sheet no./rev. 4 Calc. by MD Date 6/1/2015 Chk'd by Date App'd by Date Deflection - c1.3.5.1 Modulus of elasticity for deflection Design deflection Bending deflection Shear deflection Total deflection E' = Ex x CME x CI =1800000 Ib/int Sadm = min(1.66 in, 0.006 x Lsi) = 1.660 in Sbs,=1.375in S„si=0.061 in 8a=Sbst+5ust=1.436 in 8a / Sadm = 0.865 PASS - Design deflection is less than total deflection 12/1/2017 City of Tukwila Department of Community Development JUSTIN ABBOTT 870 ORAVETZ RD SE AUBURN, WA 98092 RE: Permit No. D17-0156 SPRINT 10400 MARTIN LUTHER KING JR WAY S 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 1/20/2018. Based on the above, you are hereby advised to: 1) 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 1/20/2018, 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, Permit Technician $1))1V) Rachelle Ripley File No: D17-0156 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 C)PERNiIT COORD COPY0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0156 PROJECT NAME: SPRINT SITE ADDRESS: 10400 MLK JR WAY X Original Plan Submittal Response to Correction Letter # DATE: 06/12/17 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: Al two Building Division Public Works ❑ KI2V- �I III Fire Prevention ❑ Planning Division oJ? Structural ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/13/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required DUE DATE: 07/11/17 ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 SAC WIRELESS LLC Horne Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I A -Z Index Help Page 1 of 2 t L&I Workplace Rights Trades & Licensing SAC WIRELESS LLC Owner or tradesperson Principals SANZO, JOSEPH (JOSE) PASQUALE, MANAGER KOZIEL, BILL R, MANAGER Doing business as SAC WIRELESS LLC WA UBI No. 603 391 663 540 MADISON STREET 16TH FLOOR CHICAGO, IL 60661 847-944-1600 Business type Limited Liability Company Governing persons LLC NOKIA SOLUTIONS & NE HALL CAPITAL PARTNERS; BILL KOZIEL; JOE SANZO; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL • License no. SACWIWL852J2 Effective — expiration 07/01/2015— 07/01/2019 Bond ............. Washington International Ins Co Bond account no. 9170096 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 04/21/2015 04/17/2015 Expiration date Until Canceled Insurance .................. XL INSURANCE AMERICA INC $5,000,000.00 Policy no. us000754031i17a Received by L&I Effective date 05/04/2017 05/01/2017 Expiration date 05/01/2018 Insurance history Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 7/24/2017 SAC WIRELESS LLC Savings No savings accounts during the previous 6 period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. This company has multiple workers' comp accounts. Active accounts L&I Account ID 127,365-01 Doing business as SAC WIRELESS LLC Estimated workers reported Quarter 1 of Year 2017 "21 to 30 Workers" L&I account contact T4 / NIKKI BUTLER (360)902-4918 - Email: BUTQ235@Ini.wa.gov Track this contractor Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid ...........................................:...._.........._........._.... No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. Page 2 of 2 Washington State Dept. of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603391663&LIC=SACWIWL852J2&SAW= 7/24/2017