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HomeMy WebLinkAboutPermit D14-0111 - SPRINT - ANTENNASSPRINT 16038 WEST VALLEY HWY D14-0111 Parcel No: Address: City, of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.Aov DEVELOPMENT PERMIT 0005800005 16038 WEST VALLEY HWY Project Name: SPRINT Permit Number: D14-0111 Issue Date: 4/29/2014 Permit Expires On: 10/26/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: CSM CORP 500 WASHINGTON AVE #3000 C/O STEFFEN TERRY, MINNELPOLIS, WA, 55415 JUSTIN ABBOTT 870 ORAVETZ RD SE , AUBURN, WA, 98092 WESTOWER COMMUNICATIONS INC 9961 SYDNEY HAYES RD, ORLANDO, FL, 32824 W ESTOCI975J8 SELF FUNDED - SPRINT Phone: (206) 790-4655 Phone: (407) 852-1755 Expiration Date: 12/14/2014 DESCRIPTION OF WORK: INSTALL THREE (3) PANEL ANTENNAS & THREE (3) RRH'S ON AN EXISTING STEALTH ROOFTOP MOUNT. THESE ANTENNAS REPLACED THE PREVIOUSLY INSTALLED ANTENNAS. NO NEW POWER OR GROUND EQUIPMENT Project Valuation: $10,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Fees Collected: $491.22 Type of Construction: VB Occupancy per IBC: U Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 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: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or 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: Date: 4.- Zq - 1 1f Print Name: 3-14-s 44. 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: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: 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** CITY OF TUKI A Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. biL-k— 00 L 1 I Project No. Date Application Accepted: 4-4- ( 4 Date Application Expires: 10 - ---( (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 King Co Assessor's Tax No.: 0 0 o 5 8 O o 0 0 5' Site Address: 1 b O 3 S In1 es + V e -1 lt-7 1-Loy Suite Number: Tenant Name: S p r i v.. ±— SE 13 X C 105 PROPERTY OWNER Name: C 5 M Lo .- p 4 Z. 1 'L 15 Address: 5 e 0 c,J.LsL.Iv%94on A-ve -3ooO City: M,nNenpoGs State: MN Zip:5SIi1S CONTACT PERSON - person receiving all project communication Name: SKS+,vx A-bbo{+ -AD,- Spe‘tv1- Address: 5:..1,-7 O o ,-aVe -& Rd S E City: A_ rob v_v- r State: A Zip a Oq 2 Phone: Fax: Z0b-Te10- 1-1655 Email: ,t"'s+►n. w660-14- Z seleci-s'1'c acit. cc GENERAL CONTRACTOR INFORMATION Company Name: wes-Fo...+e✓ Covnra„twIcca4iortI Address: 4 0 5 I=.d.-ws Dr • City: w., ` State: L.) 1A- Zip: 9 $1 St Phone: Fax: Contr Reg No.: a..J.E S r o c 1 el / SExp Date: 1 1 y I i s Tukwila Business License No.: ©Gi G1 -1 ►n New Tenant: Floor: Qoof-+op ❑ Yes El.. No ARCHITECT OF RECORD Company Name: D k Arc (n1+ec-iure Architect Name: 4. v ; ik Dew Address: 4 1 3 Li Z, fi 2...1.164` Ali c 5 City: Sssa wak State: jai 4. Zip: 9SbLT Phone: Li Fax: z5- 657- oSS Z Email: eAA),o..de•-h LJ rots ir,.corn ENGINEER OF RECORD Company Name: c G � K 7 n e e r i h Engineer Name: ..,) e s p G-c.. I. ,,..S ,1 Address: ZS b 1.444.1 Ave_ So•,,At• t 5w4e. zoo City: s d vn o w d S State: w A- Zi p�'�IZ.O $O Phone: Fax: Li Z S- 11 $- 8 5 0 o Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: S e l -- Fc . ,1 (e d Address: City: State: Zip: H:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 1 of 4 BUILDING PERMIT INFORMATIC 206-431-3670 Valuation of Project (contractor's bid price): $ 1 0) 0 0 0 Existing Building Valuation: $ J / A - Describe the scope of work (please provide detailed information): _ s 4- I +k e- e (3) a (A. e. CLAN s -N.� r �e 3 R Q VA- t S b �� �►� eX• s 1-1 14-7 5 +- Vooo,��t. `�-�ese e&w±ertvv0.S rCIO laCeet_ 4-ke.. pe.e_✓ion-SC% , v\. 5 4- A. H e 4 a. K.#e -t ri K S ►.1 a p D Lir c - 7 r o p Will there be new rack storage? ❑ ....Yes ❑ ..No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1" Floor 2nd Floor 3`1 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: Handicap: Will there be a change in use? ❑ Yes No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ®. No If `yes', attach list of materials and storage locations on a separate 8-1/2" 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:\Applications\Forms-Applications On Line\2012 Applications\Permit Application Revised - 2-7-12 docx Revised: February 2012 bh Page 2 of 4 PUBLIC WORKS PERMIT INF( NATION - 206-433-0179 Scope of Work (please provide detailed information): = w s -i— L ✓ t e- (3) a v 4-c&A vt a. $ 4. [ 3") '12_T -1.0s o le• c>`ti e X % S -4- 1 vt 5 4 c.ei 4-k. r o v 1-1-op vK o wh , 5 E t r t n ,5 Ca11 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 ❑ ...Valley View ❑ ...Sewer Availability Provided 0... Highline 0... Renton ❑... Renton 0... Seattle 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. Submitted with Application (mark boxes which apply): ❑ .. Civil Plans (Maximum Paper Size — 22" x 34") ❑ .. Technical Information Report (Storm Drainage) 0... Geotechnical Report 0 .. Traffic Impact Analysis ❑ .. Bond El ... Insurance ❑... Easement(s) El...Maintenance Agreement(s) 0 .. Hold Harmless — (SAO) ❑ .. Hold Harmless — (ROW) Proposed Activities (mark boxes that apply): ❑ .. Right-of-way Use - Nonprofit for less than 72 hours ❑ .. Right-of-way Use - No Disturbance ❑ .. Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ❑ .. Total Cut cubic yards ❑ .. Total Fill cubic yards ❑ .. Sanitary Side Sewer ❑ .. Cap or Remove Utilities ❑ .. Frontage Improvements ❑ .. Traffic Control ❑ .. Backflow Prevention - Fire Protection Irrigation Domestic Water El...Right-of-way Use - Profit for less than 72 hours 0...Right-of-way Use — Potential Disturbance 0... Work in Flood Zone ❑... Storm Drainage O ... Abandon Septic Tank ❑ ...Curb Cut O ... Pavement Cut ❑... Looped Fire Line ❑ ... Grease Interceptor ❑ ... Channelization El... Trench Excavation 0... Utility Undergrounding ❑ .. Permanent Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Temporary Water Meter Size (1) " WO # (2) " WO # (3) " WO # ❑ .. Water Only Meter Size 97 WO # ❑ .. Deduct Water Meter Size " ❑ .. Sewer Main Extension Public 0 Private ❑ ❑ .. Water Main Extension Public 0 Private ❑ FINANCE INFORMATION Fire Line Size at Property Line _ Number of Public Fire Hydrant(s) ❑ .. Water ❑ .. Sewer ❑ .. Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip H:\Applications\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 OWNERnUTH0�GEN T: Signature: Print Name: (U',-a_S + ►4 Av.3 b o" i 4- -I- o v $ p-i- Mailing Address: 8 -7 0 preLve.-t-a Rd sE Date: y — 9 — 14 Day Telephone: 20 6 i 9 O— '-i 6 55 A LA-"V g 8 0 9 2. City State Zip H:\Applications\Forms-Applications On Line \2012 Applications\Permit Application Revised - 2-7-12.docx Revised: February 2012 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK I ACCOUNT I QUANTITY PAID $305.12 D14-0111 Address: 16038 WEST VALLEY HWY Apn: 0005800005 $305.12 DEVELOPMENT $290.80 PERMIT FEE R000.322.100.00.00 $286.30 WASHINGTON STATE SURCHARGE B640.237.114 $4.50 TECHNOLOGY FEE $14.32 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R1964 R000.322.900.04.00 $14.32 $305.12 Date Paid: Tuesday, April 29, 2014 Paid By: SELECT SITE ACQUISITION LLC Pay Method: CHECK 1576 Printed: Tuesday, April 29, 2014 1:38 PM 1 of 1 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK 186.10 D14-01.1 Address: 16038 WEST VALLEY HWY Apn: 0005800005 186.10 DEVELOPMENT $186.10 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R1757 R000.345.830.00.00 $186.10 $186.10 Date Paid: Wednesday, April 09, 2014 Paid By: SELECT SITE ACQUISITION Pay Method: CHECK 1565 Printed: Wednesday, April 09, 2014 3:14 PM 1 of 1 SYSTEMS INSPECTION RECORD Retain a copy with permit P-/ 0/1/ PeRMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit inspection Request Line (206) 431-2451 avr Project: r/n Type of Inspection: 7b1» / Address: Date Called: 09/13)._ Special Instructions: 1 % Ir"" � J Date Wanted: /� ) v �'' I %a.m. P-m. Requester: = /4 Phone No: 1-12.( .2-09 - 7 I' KApproved per applicable codes. Corrections required prior to approval. -COMMENTS: Inspe r: Date: / 9 / 9 I/ NSPECTION FEE IRO). Prior next inspection, fee must be aid at 6300 Southcenter Blvd., Suite 100. Catt to schedule reinspection. • • ENGINEERING corr Sprint SE13XC105 Marriot West Valley Rooftop Site Structural Analysis Report REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 0 9 2014 PERMIT CENTER b Li+ ott 16038 West Valley HWY Tukwila, WA 98188 CG Project No.: 14052.518 Select Site Acquisition, LLC SE13XC105 — Marriot West Valley CG Project No. 14052.518 April 8, 2014 TABLE OF CONTENTS SECTION TITLE / DESCRIPTION PAGE NO. STRUCTURAL ANALYSIS NARRATIVE 1-2 SITE DATA 3-6 LATERAL LOAD CALCULATIONS 7-9 APPURTENANCE & MAIN STRUCTURE ANALYSIS 10-15 ARCHITECTURAL DRAWINGS (EXCERPT) Al-A5 PREVIOUS SCREEN WALL STRUCTURAL DRAWINGS (EXCERPT) A6-A10 PREVIOUS UPGRADE STRUCTURAL CALCULATIONS (EXCERPT) A11-A15 C C 0 ENGINEERING 250 4th Ave. South, Suite 200 Edmonds, WA 98020 Select Site Acquisition, LLC SE13XC105 — Marriot West Valley CG Project No. 14052.518 April 8, 2014 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 2012 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 2.5 equipment deployment. Where applicable, this includes the antenna and equipment support structure and affected portions of the existing main structure. SITE DESCRIPTION The appurtenances are located on the rooftop of an existing 80'-0" building with an overall height of 98'- 0". The appurtenances are mounted to existing steel framing behind an existing metal framed screen wall with an overall height of 98'-4". CG Engineering was provided the structural calculations for a previous antenna upgrade dated 08/24/2012 as well as the structural drawings for the screen wall design. Photos of the site and architectural plans were also provided for the proposed revisions. All geometry, member sizes, and material strengths used in our analysis were based on this information. If anything differs from the information contained in these documents, CG Engineering should be notified to revise our analysis. APPURTENANCE CONFIGURATION The structure was analyzed using the appurtenance configuration specified in the following table. All loading was provided to us 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. APXVRR13-C-A20 RRU's (1) Model No. RRH-P4 Panel Antenna (1) Model No. Er-X-WM-18-65-8P (1) Model No. APXVRR13-C-A20 RRU's (1) Model No. RRH-V3 (1) Model No. RRH-P4 Mount antennas to existing Unistrut members behind the existing screen wall. Mount RRU's to antenna pipe. B Panel Antenna (1) Model No. APXVRR13-C-A20 RRU's (1) Model No. RRH-P4 Panel Antenna (1) Model No. ET-X-WM-18-65-8P (1) Model No. APXVRRI3-C-A20 RRU's (1) Model No. RRH-V3 (1) Model No. RRH-P4 Mount antennas to existing Unistrut members behind the existing screen wall. Mount RRU's to antenna pipe. G Panel Antenna (1) Model No. APXVRR13-C-A20 RRU's (1) Model No. RRH-P4 Panel Antenna (1) Model No. ET-X-WM-18-65-8P (1) Model No. APXVRR13-C-A20 RRU's (1) Model No. RRH-V3 (1) Model No. RRH-P4 Mount antennas to existing Unistrut members behind the existing screen wall. Mount RRU's to antenna pipe. 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. C -- 0 ENGINEERING 250 4th Ave. South, Suite 200 Edmonds, WA 98020 1 Select Site Acquisition, LLC SE13XC105 — Marriot West Valley CG Project No. 14052.518 April 8, 2014 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: 0.964 Exposure: B Kzt (ASCE 7-10)1: 1.0 Sd1: 0.539 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 loads. Additionally, the existing structure has been determined to be sufficient to support the proposed appurtenance configuration. CONCLUSIONS/RECOMMENDATIONS We have determined that no upgrades to the existing structure are required for the proposed Sprint installation as described above in the appurtenance configuration table. • Appurtenance Anchorage: The antennas and RRU's shall mount to 3" standard pipes. Mount the RRU's to the antenna pipe. Attach the antennas and RRU's to the pipe mounts with the mounting hardware provided by the manufacturer and in accordance with their installation instructions. 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 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 Ave. South, Suite 200 Edmonds, WA 98020 2 Description — 0 ENGINEERING Protect 250 4th Ave. South Suite 200 Edmonds, WA 98020 Aerial Site Photo SE13XC105 West Valley HWY By Checked Sole bb No. SDI N.T.S. 14052.518 Date Date Sheet No. 4/4/2014 4/4/2014 Design Maps Summary Report usGs Design Maps Summary Report User -Specified Input Report Title SE13XC105 - West Valley HWY Fri April 4, 2014 15:17:37 UTC Building Code Reference Document 2012 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 47.45946°N, 122.24347°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category 5s00m t1fh� _ Ce USGS-Provided Output Ss = 1.446 g S1 = 0.539 g SMS = 1.446 g SM, = 0.808 g SDS SD1 = 0.964 g = 0.539 g East Renton pa, Highlands - f,cG Pv= 1.5c, For information on how the SS and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. NICER Response Spectrum Design Response Spectrum 1.65 1.10 1.50 1.00 1.35 0.90 1.20 0.20 1.05 0.70 111 0.90 O 0.60 N 0.75 mA 0.50 0.60 0.40 0.45 0.30 0.30 0.20 0.15 0.10 0.00 0.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 0.00 0.20 0.40 0.60 0.20 1.00 1.20 1.40 1.60 1.20 2.00 Period. T (sec) Period T (sec) 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. This tool is not a substitute for technical subject -matter http://ehp3-earthq uale.w.usg s.g oVdesig naps/us/summary php?tenplate=minimal&latitude=47.459455&longitude=-122.24347&siteclass=3&rislcategonF08e... 1/2 11 r 0 DELORME ,® IEgem 11 A lento !MINI EVANS 8 OKU MAW 1�� ?1I I Ilia'` N47° 27.56T W122° 14.608' Topo North American, 10 171 5 5;3RD P1 iO3Rr01- 5E 5_55 rit SE 19 D 511 r i94 STT 5E 1' •L i SSE 200 NMI MINI wtitl• IV' Sul 210.4 ft — 150ft — 100ft — 50 ft — Oft bO ref Olt G. kJI Exp B 1 0 mi 2,640 ft I I 1 mi 1.50 mi I 1 2 mi 2.50 mi 3 mi 3.50 mi 4.00 mi Lin Dist: 4.0 mi Climb Elev: 349.2 ft Climb Dist: 1.4 mi Terr Dist: 4.0 mi Desc Elev: 329.3 ft Desc Dist: 1.0 mi Elev Gain: 19.9 ft Max. Elev: 210.4 ft Avg Grade: 3 Min. Elev: 15.5 ft Data use subject to license. ® DeLorme. Topo North American, 10. www.delomle.com 7N if MN(1iPq Scale 1 : 46,875 0 K 1 ° 1K 1 1° 1" = 3,906.3 ft Data Zoom 12-1 DELORP.1E Topo North American" 10 jii w 212TH sT s 212 omen 111 IIPAPREaliallifignillial AtillEfSaialli .61 si 485.1 ft — 400 ft — 300 ft — 200 ft — 100 ft — 0 ft 0 mi 2,640 ft 1(7-1-74°— EY? 1 1 1 mi 1.50 mi 2 mi 2.50 mi 3 mi 3.50 mi 4.01 mi Lin Dist: 4.0 mi Climb Elev: 601.3 ft Climb Dist: 2.3 mi Terr Dist 4.0 mi Desc Elev: 156.6 ft Desc Dist: 1.6 mi Elev Gain: 444.7 ft Max. Elev: 485.1 ft Avg Grade: 3 Min. Elev: 14.7 ft Data use subject to license. DeLorme. Topo NorthAmerica' 10. www.delorrne.com Scale 1 : 62,500 7 .11•11O 0 14 1 114 2 " 1" = 5,208.3 ft Data Zoom 11-6 6 Seismic Force: Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613 & ASCE 7-10 Section 13.3) 0.2s Spectral Response Acceleration, Site Class 8, S, 1.0s Spectral Response Acceleration, Site Class B, Si Site Class Seismic Design Category Site Coefficient per S, & Site Class, F, Site Coefficient per Si & Site Class, F„ SMs = FA, SM1= FAA Sm = 2/3 S,e SDI = 2/3 SMt 'Per ASCE 7-10.13.31 Component Amplification Factor, a, Component Response Modification Factor, Ro Component Importance Factor, ip Component Operating Weight, Wo Height In structure at lowest point of attachment of component, zl Height in structure at highest point of attachment of component, zz Average Roof Height of Structure, h Seismic design force, Fo ▪ 1.446 (ASCE 7, Figure 22-1 thru 22-6) • 0.539 (ASCE 7, Figure 22-1 thru 22-6) • D (ASCE 7, Section 11.4.2) • D (ASCE 7, Tables 11.6-1 & 11.6-2) = 1.00 (ASCE 7, Table 11.4-1) • 1.50 (ASCE 7, Table 11.4-2) 1.446 (ASCE 7, Section 11.4.3) • 0.809 (ASCE 7, Section 11.4.3) • 0.964 (ASCE 7, Section 11.4.4) = 0.539 (ASCE 7, Section 11.4.4) 1.0 2.5 1.0 Wv 95.1 100.9 80 0.4a W, (ASCE 7, Table 13.6-1) (ASCE 7, Table 13.6-1) (ASCE 7, Table 1.5-2) (lb) (ft) (ft) (ft) �Iv (1+2z/h) Max. seismic design force, F„n, = 1.6S, IoW, Min. seismic design force, Fp,,,i„ = 0.3SmlrWp Seismic design force at lowest point, Fn. = Seismic design force at highest point, F 2 = Min. seismic design force, Fes, _ Max. seismic design force, F= 0.521 WD 0.543 Wn 0.289 W,, 1.542 W, Seismic design force, F,(ASD) _ 0.380 Wp (Eq. 13.3-1) (Eq. 13.3-2) (Eq. 13.3-3) FpNv= 0.532 C O ENGINEERING 250 4th Ave. South Sults 200 Edmonds, WA 98020 SOT Appurtenance Seismic Loads For Components & Systems Dote Data 4/4/2014 holed SE13XC105 West Vatley HWY Scale JobNo. N.T.S. 14052.518 Shoe No. T Seismic Force: Seismic Load Calculation for Components and System (Reference: IBC 2012 Section 1613 & ASCE 7-10 Section 13.3) 0.2s Spectral Response Acceleration, Site Class B, Ss 1.0s Spectral Response Acceleration, Site Class B, SZ Site Class Seismic Design Category Site Coefficient per S, & Site Class, F, Site Coefficient per Ss & Site Class, F„ SMt = F,S, SMl = FvSs Sps = 2/3 Skis SDs = 2/3 5Mt (Per ASCE 7-10. 13.3) 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, z3 Height in structure at highest point of attachment of component, zz Average Roof Height of Structure, h �Y (I p fJ8r wIYI 9GVu`K1 Seismic design force, Fp • 1.446 (ASCE 7, Figure 22-1 thru 22-6) ▪ 0.539 (ASCE 7, Figure 22-1 thru 22-6) • D (ASCE 7, Section 11.4.2) = D (ASCE 7, Tables 11.6-1 & 11.6-2) ▪ 1.00 (ASCE 7, Table 11.4-1) • 1.50 (ASCE 7, Table 11.4-2) = 1.446 (ASCE 7, Section 11.4.3) ▪ 0.809 (ASCE 7, Section 11.4.3) • 0.964 (ASCE 7, Section 11.4.4) • 0.539 (ASCE 7, Section 11.4.4) 1.0 2.5 1.0 Wp 90.2 90.2 80 (ASCE 7, Table 13.6-1) (ASCE 7, Table 13.6-1) (ASCE 7, Table 1.5-2) (lb) (ft) (ft) (ft) 0.4apSysWp (1+2z/h) R,/I9 (Eq. 13.3-1) Max. seismic design force, Fp,,,,,, = 1.65oslpWp Min. seismic design force, Fps*, = 0.350s1pWp Seismic design force at lowest point, Fps = Seismic design force at highest point, Fps = Min. seismic design force, Fppi„ _ Max. seismic design force, F= 0.502 Wp 0.502 Wp 0.289 Wp L542 Wp Seismic design force, Fp(ASD) _ 0.359 Wp (Eq. 13.3-2) (Eq. 13.3-3) Fp01V0f 0.502 O ENGNVEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 DecApose Screen Wall et SDT au 4/4/2014 Checked Seismic Loads For Components & Systems Dater YAP SE13XC105 West Valley HWY N.T.S. Jab No. 14052.518 Shea No. Wind Load Calculation for Other Structures (Reference: 2012 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, V. (mph) Exposure Category Risk Category Velocity Pressure Exposure Coefficient, Kz Topographic Factor, K,r Wind Directionality Factor, Kd Velocity Pressure, qz (psf) Desien Wind load on Other Structures Gust Effect Factor, G = 80 (Per Architectural Drawings) • 90.2 (Per Architectural Drawings) • 110 (ASCE Figure 26.5-1) • B (ASCE Section 26.7.3) tl (IBC Table 1.5-1) ▪ 0.96 (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) = 0.00256K:KztKdVA2 (ASCE Eq. 29.3-1) q2 = 25.29 psf • 0.85 (ASCE Section 26.9) Net Force Coefficient, Cf Projected Area Normal to the Wind, Aror A (ft2) = Design Lateral Wind Load, F (Ibs) _ 1.4 (ASCE Figure 29.4-1 to 29.5-3) Ar or A, (Projected Wind Area) gzGCfAf (ASCE Eq. 29.5-1) LRFD F = 30.1 psf x A, ASD F = 18.1 psf x A, K, or Kh (ASCE Table 29.3-1) Height 2 (ft) Exposure 8 Exposure C Exposure D 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 L48 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 - O ENGNVEERING Edmonds, WA 98020 w Screen Wall SDT ow 4/4/2014 or. Wind Loads For Components and Systems SE13XC105 West Valley HWY N.T.S. 14052.518 SM.n Mo. (lice "ritc Ppe„ Cersoife wfit ve(14, 404 5--c tee lot, Udder Sf (?r4) ‘061 U), $ I 5111.0- {'L4 W-1 111.7 fi= 0.3T(59,f+ (0,7+6041)11) (ItSs I1 1.AFeC•hut‘i 310 ci-d pip&- le) CttleVin'ir r.76('J%30pc 01414 pffofrio5.4w, 6.fec4Fje 7. "," U34 1 „fitt,„4 5-10..rek re ere/ -±eief.( (tAecK ,0c, P2 —7' 4 ibs gt tbs :P11 7.11.t 4-17 -3 5-2- Vor-- 11),s 50?* ,wk (Per Plfr)>--35-27 V(olvtil -,1,2401b)(0,1/5)(0.55)z_- )\-z ros (Pe( mcg) us kerea ss 7440.7 e( rilff 64/C IV (ixts4xy) F 1 4) 5 Por.s"t4 ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description ( (A164llJ 5.-4,..(4 pit& r tie& # rko fOco By Checked Scale Project xe, !cd 5 vo IF e IWT Job No. Date k Date Sheet No. 1 0 CG Engineering 2504th Ave South, Suite 200 Edmonds, WA 98020 (424) 778-8500 Pitied Tide: Engines Pr01ant Dena: PrgectID: !PPR A111 c!IIAFI I Steel Beam 114 Mauro Pa9ada14052 Met sae Acquam15189E1=105waa Vary HvalEnglnawaglw13.6106.mxe _ . BIERCALC. Ol0.1063-7014, 94Ad:0.14.110, Vw:914.1211 Descolplon : Unwind Amax and Vmax CODE REFERENCES Calculations per AISC 360-10, IBC 2012, ASCE 7-10 Load Combination Set : IBC 2012 Mated& Properties Analysis Method: Allowable Strength Design Beam Bracing: Cenpietey Unbraced Bendng Axis: Major Axis Bending Load Combination IBC 2012 Fy: Steel Yield: 50.0 ksi E Modulus : 29, 000.0 kal 00.015n Mtiers Applied Loads Load(s)for Span Number 1 Pad Load: D-0.0850k@ 3.50ft Point Load : D - 0.0810 k @ 10.50 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for alb spin Me : Applied Mn / Omega : Allowable 0.054: 1 Pipe3 Std 0.294 k-ft 5.464 k-ft Load Cambina on .041 Location of maximum on span 3.500ft Span *where inaxinun occurs Span 01 Maximum Deflection Max Downward L+Lr46 Deflection 0.000 In Max Upward L+Lr+S Deflection 0.000 In Max Downward Total Deflection 0.138 In Max Upward Total Deflection 0.000 In Maximum Forces & Stresses for Load Combinations lam .l4.on PM•3 sae Service lads entered. Load Factors MI be applied for calculations. Maximum Shear Stress Ratio = Section used for ells span Va : Applied Vn/Omega : Allowable Load Combination Location o►matkmm on span Spam * where maximum occurs Retie • Ratio • Ratio Ratio Og80 0 380 1222 0 c180 a • 0.004 : 1 Pipe3 Std 0.0840 k 18.683 k .0.H 0.000 ft Span 91 toad Canitinaem Max Sloss Ralioe Segmed Length 44119 M V Summary ofManse Values Mac+ Mma- Ma - Max M1x Mu/Omega Cb Run Summary of Sheri Vaasa' Va Msx Vnx VmlOme.ga +D4H Dpn.L• 14.00ft +D+L+H Depn. L. 14.000 +O+I.r+H Daps. L• 14.03ft + 0.S+H Dsgia. L= 14.0Dft .D.0.7501.60.750L.H Dap1. L• 14.00ft +0.0.7501..0.750S.H Dpn. L= 14.00 ft .0.0.80W.H Dup. L• 14.00ft - 0.0.70E441 Caen. L • 14.0311 +0.0.750Lr+0.7501.4.450W40 Osgn. L • 14.00 ft + 0.0.7501..0.750S+0.4500141 Dean L• 14.00ft + 0.0.7501.0.7503.0.5250E41 Dsgn. L • 14.00 ft .0.600+0.6061.0.60H 0.064 0.004 0.29 0.054 0.004 0.29 0.054 0.004 0.29 0.054 0.004 0.29 0.054 0.004 0.29 0054 0.004 029 0.054 0.004 0.29 0.054 0.004 0.29 0..054 0.004 0.29 0054 0.004 0.29 0.054 0.004 029 0.29 029 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 0.29 9.13 9.13 9.13 9.13 9.13 9.13 9.13 9.13 9.13 9.13 9.13 5.46 5.46 5.46 546 5.46 5.46 5.46 5.46 5.46 5.46 5.46 1.01 UM 1.01 1.00 1.01 1.00 1.01 1.00 1.01 1.00 1.01 1.00 1.01 1.00 1.01 1.00 1.01 1.00 1.01 1.00 1.01 1.00 0.08 0.08 0.08 0.06 0.08 0.08 0.08 0.08 0.08 0.08 0.08 31.20 18.68 31.20 18.68 31.20 18.68 31.20 18.68 31.20 18.58 31.20 18.88 31.20 18.69 31.20 18.68 31.20 18.68 31.20 18.68 3120 18.8 CG Engineering 250 4th Ave South, Suits 200 Edmonds, WA 98020 (424) 778-8500 Title Bieck Line 6 Steel Beam KIN-06G05155 Project TUe: En' e Pro)0 ect Deur PtcJeti ID: Puled 4FPa5114 yI AM H4 Mahn PPq.nM14052lieeit BB Acquldkal51e 8613XC105 MM May Hl lognw*gw13810e.tl BERCALC INC.1a3-201 &at6.t4.128. Vad.14120 L,censer, CG E'JGINEERING Descdplon . Unhand Mnax and Vmax Load Conlbi afore Summary d Moment Values Sammy of Slew Umbras Segment Length Span* M V Amex + Myna - Ma - Ma Mu Mu/Omega Cb Rn Vs Max unx ViedOmeg* Max Straws Ratios Dagn 1.= 14.008 0.032 0.003 0.18 4800.0.70E.0.80H D0gn. L- 14.0011 1 0.032 0.003 0.18 Overall Maximum Deflections • Unfactored Loads 0.18 9.13 5.46 1.01 1.00 0.05 31.20 18.68 0.18 9.13 5.46 1.01 1.00 0.05 31.20 18.68 Lad CaMnelion Span Max.'-' De9 location in Span Load Carbkiafon Max.' D68 Location In Span DQ1y Vertical Reactions • Unfactored 0.1375 7A00 Suppat rldalon : Fuld is *1 0.0000 Values In KIPS 0.000 Lod Canbnalbn Support I Support 2 Overall MAMmen Dural MIMmum D Only 0.084 0.034 0.084 0.082 0.082 0.082 N{ ma V 04icy 0 roro U UNISTRUT P1000`' & P1001 Channels P10000 1%. 7A. A915' .710" 413 9S j 7.i 9.3 1 1 3.2 41.3 + • ( 18.0 2 ®GRHGPGPL 0%0 Wt/100 Ft:189 Lbs (281 kg/100 m) - 0 Allowable Moment 5,070 In-Lbs (570 N•m) 12 Gauge Nominal Thickness .105" (2.7mm) P1001 (IILGR HG PG PL P1000 DS Slots are 2 34" (69.9) x '4" (22.21 3'k" (88.9) on Gelder 3/i (19.1) Pipe Clamps an be Mounted on Both Sides Wt/100 Ft 173 Lbs (257 kg/100 m) P1000 KO Wt/100 Ft 378 Lbs (562 kg/100 m) Allowable Moment 14,360 (n-Lbs (1,620 N•m) 12 Gauge Nominal Thickness .105" (2.7mm) P1000 H3 © GR HG PG PL P1000 HS sAc" (14.3) D(a. Holes 1',A' (47.6) on Center WH100 Ft 175 Lbs (260 kg/100 m) GR PG I P1000 SL GR HG PG PL 7r4" (22.2) Knockouts 6' (152.4) on Center Wt/100 Ft: 190 Lbs (283 kg/100 m) Skits are 3' (76.2) x 13hf (10.3) 4• 4101.6) on Center 1• (25.41 Wt/100 Ft 185 Lbs (275 kg/100 m) �E GR HG PG PL e/1s" (14.3) D(a. Holes 1',4' (47.6) on Center WI/100 Ft 185 Lbs (275 kg/100 m) P1000 T GR HG PG PL Slots are 1'h" (28.6) x 34s (14.3) 2' (50.8) on Cenlr 14. (22.2) 1 3/1a" (30.2) Wt/100 Ft 185 Lbs (275 kg/100 m) CHANNEL NUTS (REFER To PAGES 73,74 FOR DETAILS) P1006-0832 P1006-1024 P1006-1420 P1007 P1008 P1009 P1010 i P1008T P1006T1420 P1010T Channel Finishes: PL, GR, HG, PG, ZO; Standard Lengths:10' & 20' IN CORE PRODUCTS - TYPICALLY AVAILABLE FROM STOCK P1024 4100 P3006-0832 P1012S P3006-1024 P1023S P3006-1420 P3007 P3008 P1012 P3009 P1023 P3010 P1024S �E SEE PAGE 73, 74 P3016-0632 P3016-0832 P3016-1024 P3016-1420 i2 P1000 & P1001 Channels P1000 - BEAM LOADING Span In Max. Allowable Uniform Load Lbs Defl. at Uniform Load In Uniform Loading at Deflection Span/180 Span1240 Span/360 Lbs Lbs Lbs 24 1,690 0.06 1,690 1,690 1,690 36 1,130 0.13 1,130 1,130 900 48 850 0.22 850 760 500 60 680 0.35 650 480 320 72 560 0.50 450 340 220 84 480 0.68 330 250 160 96 420 0.89 250 190 130 108 380 1.14 200 150 100 120 340 1.40 160 120 80 144 280 2.00 110 80 60 168 240 2.72 80 60 40 192 210 3.55 60 50 NR 216 190 4.58 50 40 NR 240 170 5.62 40 NR NR P1000 - COLUMN LOADING Unbraced Height In Max. Allowable Load at Slot Face Lbs Maximum Column Load Applied at C.G. K=0.65 K=0.80 K=1.0 K=1.2 Lbs Lbs Lbs Lbs 24 3,550 10,740 9,890 8,770 7,740 36 3,190 8,910 7,740 6,390 5,310 48 2,770 7,260 6,010 4,690 3,800 60 2,380 5,910 4,690 3,630 2,960 72 2,080 4,840 3,800 2,960 2,400 84 1,860 4,040 3,200 2,480 1,980 96 1,670 3,480 2,750 2,110 1,660 108 1,510 3,050 2,400 1,810 '* 120 1,380 2,700 2,110 ** 144 1,150 2,180 1,660 '* ** P1000/P1001 - ELEMENTS OF SECTION Parameter P1000 P1001 Area of Section Axis 1-1 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) Axis 2-2 Moment of Inertia (I) Section Modulus (S) Radius of Gyration (r) 0.555 In, 1.111 In, 0.185 In' 0.928 In, 0.202 In, 0.571 In, 0.577 In 0.914 In 0.236 In, 0.471 In, 0.290 In, 0.580 In' 0.651 In 0.651 In UNISTRUT P1001- BEAM LOADING Span In Max. Allowable Uniform Load Lbs Defl. at Uniform Load In Uniform Loading at Deflection Spanl180 Span/240 Span/360 Lbs Lbs Lbs 24 3,500* 0.02 3,500* 3,500* 3,500* 36 3,190 0.07 3,190 3,190 3,190 48 2,390 0.13 2,390 2,390 2,390 60 1,910 020 1,910 1,910 1,620 72 1,600 028 1,600 1,600 1,130 84 1,370 0.39 1,370 1,240 830 96 1,200 0.51 1,200 950 630 108 1,060 0.64 1,000 750 500 120 960 0.79 810 610 410 144 800 1.14 560 420 280 168 680 1.53 410 310 210 192 600 2.02 320 240 160 216 530 2.54 250 190 130 240 480 3.16 200 150 100 P1001 - COLUMN LOADING Unbraced Height In Max. Allowable Load at Slot Face Lbs Maximum Column Load Applied at C.G. K=0.65 K=0.80 K=1.0 K=1.2 Lbs Lbs Lbs Lbs 24 6,430 24,280 23,610 22,700 21,820 36 6,290 22,810 21,820 20,650 19,670 48 6,160 21,410 20,300 18,670 16,160 60 6,000 20,210 18,670 15,520 12,390 72 5,620 18,970 16,160 12,390 8,950 84 5,170 16,950 13,630 9,470 6,580 96 4,690 14,890 11,190 7,250 5,040 108 4,170 12,850 8,950 5,730 3,980 120 3,690 10,900 7,250 4,640 144 2,930 7,630 5,040 " " Notes: * Load limited by spot weld shear. "* KLh > 200 NR = Not Recommended. 1. Beam bads are given in (uniform load (W Lbs) not uniform load (w ibs/ft or w Ibsfin). CBeam loads are based on a simple span and assumed to be adequately laterally braced. Unbraced spans can reduce beam load canying capacity. Refer to Page 62 for reduction factors for unbraced lengths. C3 For pierced channel, multiply beam bads by the following factor. "KO" Series 95% "T" Series 85% "HS" Series 90% "SL" Series 85% "H3" Series 90% "DS" Series 70% 4. Deduct channel weight from the beam loads. 5. For concentrated midspan point loads, multiply beam loads by 50% and the corresponding deflection by 80%. For other bad conditions refer to page 18. 6. All beam loads are for bending about Axis 1-1. El c cv U CJ UNISTRUT Lateral Bracing Load Reduction & Bearing Loads LATERAL BRACING LOAD REDUCTION CHARTS Span Single Channel Double Channel Ft. (m) in. (cm) P1000 P1100 P2000 P3000 P3300 P4000 P4100 P4400 P4520 P5000 P5500 P1001 P1101 P2001 P3001 P3301 P4001 P4101 P4401 P4521 P5001 P5501 2 (0.61) 24 (61) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.99 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 (0.91) 36 (91) 0.94 0.89 0.88 0.96 1.00 0.94 0.98 1.00 1.00 0.85 0.89 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4 (1.22) 48 (122) 0.88 0.78 0.75 0.91 1.00 0.88 0.94 0.98 1.00 0.70 0.77 1.00 0.98 0.98 1.00 1.00 0.98 1.00 1.00 1.00 0.97 0.98 5 (1.52) 60 (152) 0.82 0.68 0.61 0.88 0.98 0.83 0.91 0.96 1.00 0.55 0.67 0.97 0.93 0.92 0.98 1.00 0.93 0.96 1.00 1.00 0.90 0.93 6 (1.83) 72 (183) 0.78 0.59 0.48 0.84 0.97 0.79 0.89 0.94 0.98 0.44 0.58 0.93 0.87 0.85 0.95 0.97 0.88 0.92 0.97 0.97 0.83 0.87 7 (2.13) 84 (213) 0.75 0.52 0.41 0.82 0.96 0.75 0.86 0.92 0.97 0.38 0.51 0.89 0.82 0.78 0.92 0.95 0.83 0.89 0.95 0.95 0.76 0.81 8 (2.44) 96 (244) 0.71 0.47 0.35 0.79 0.94 0.72 0.84 0.91 0.96 0.33 0.46 0.85 0.76 0.71 0.88 0.92 0.79 0.85 0.92 0.92 0.68 0.76 9 (2.74) 108 (274) 0.69 0.43 0.32 0.77 0.93 0.69 0.82 0.89 0.95 0.30 0.42 0,81 0.70 0.64 0.85 0.90 0.74 0.81 0.90 0.90 0.81 0.70 10 (3.05) 120 (305) 0.66 0.40 0.29 0.75 0.92 0.66 0.80 0.87 0.94 0.28 0.40 0.78 0.65 0.57 0.82 0.87 0.69 0.78 0.87 0.87 0.54 0.64 12 (3.66) 144 (366) 0.61 0.36 0.25 0.70 0.89 0.60 0.76 0.84 0.91 0.24 0.36 0.70 0.54 0.45 0.76 0.82 0.60 0.71 0.82 0.83 0.43 0.53 14 (4.27) 168 (427) 0.55 0.32 0.23 0.66 0.86 0.55 0.73 0.81 0.89 0.22 0.32 0.63 0.45 0.38 0.70 0.78 0.51 0.64 0.77 0.78 0.35 0.45 16 (4.88) 192 (488) 0.51 0.30 0.21 0.62 0.84 0.50 0.69 0.78 0.87 0.21 0.30 0.56 0.39 0.32 0.64 0.73 0.44 0.57 0.72 0.73 0.30 0.39 18 (5.49) 216 (549) 0.47 0.28 0.19 0.58 0.81 0.47 0.65 0.75 0.84 0.19 0.28 0.49 0.34 0.28 0.58 0.68 0.39 0.50 0.67 0.68 0.27 0.34 20 (6.10) 240 (610) 0.44 0.26 0.18 0.54 0.78 0.43 0.61 0.72 0.82 0.18 0.26 0.44 0.31 0.25 0.52 0.63 0.35 0.45 0.62 0.63 0.24 0.30 BEARING LOADS ON UNISTRUT CHANNEL Loads are 07calculated basedonI SpecifiptlonFor The Design Of Formed Members published by AISI v�- /' LOAD l vi � LOAD Ir . � LOAD I�►�i2007 I.iSold , V�'/StrucWral ,� '" -- Channel Bearing Length 1%" (41 mm) Maximum Allowable Loads Lbs (kN) Bearing Length 1%" (41 mm) Maximum Allowable Loads Lbs (kN) Bearing Length 314" (82 mm) Maximum Allowable Loads Lbs (kN) P1000 6,700 29.80 3,100 13.79 7,700 34.25 4,000 17.79 P1100 3,500 15.57 1,700 7.56 P2000 2,500 11.12 1,200 5.34 3,000 13.34 P3000 6,700 29.80 3,200 14.23 7,700 34.25 P3300 6,800 30.25 3,200 14.23 7,800 34.70 P4000 2,600 11.57 1,200 5.34 3,000 13.34 P4100 3,500 15.57 1,800 8.01 4,100 18.24 P4400 7,300 32.47 3,400 15.12 8,400 37.37 P4520 7,300 32.47 3,400 15.12 8,400 37.37 P5000 6,500 28.91 3,000 13.34 7,500 33.36 P5500 6,600 29.36 3,100 13.79 7,600 33.81 P sstome rI a c+ weld 6 Ni 1 /5( ? ) 16) 4IL Alt W eia' o iJ?r4I o ec 014, c- tui * ifr. Oqd 0,9 7( y)(i 'le) - o:Iget l< 1 1 Ibs ZG € - • cc (Pee We( It 15 1. gil%'Illed by \ J 1 v d 1,064f . (it,eVe`elr�rt' � .��. � wna£c rM 1644c'f to6,1) e 4 (rr . 4(•i _ , )45:' i't 9 tot a -- 9 ( d Suet E2° lser4o (.151b5 3z �bsf'%�c of fibs' U be • ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description e By c Date Checked Date Scale Project Job No. Sheet No. • • FO R .310111.211121 MODEM 0111 W1 10 NAM 10 0.10111104 1111 STAFF ON N0 COINER ERLL UNION MOM P D'N.LI. ..M41.,Nnn T..n M`°+y" Know what's below. Call butoTe you dig. Sprint> WA CODE COMPLIANCE NNMNO MRMN11 NULL N P90000 NO M60L1E0 ACOORDEL NIM T R COMM MODS 01 TIC FOLLOW.) CODES AS ADOPTED w 110 L004 0N0110/11 ANDMES. 2001.11111103E NEOb 6 TO II 10 ROW MORN NO COMDMO 10 TM51 [LOSS: NCO 1 . STANON[ AND MCW41041111C S1-SO 1005 My 114/*I11:S .10 a0N2Cm5- MC 11-51 SODS PC. swoon AD NKAO/MS-SAIL 01 -51 100• 00. *00001 MO.WL10Mb15-MO ST-NI SI-ST EICCESSIBLIIY RFO(SPFI FLTI• 000 0 EveD34 AD luuATED N0 ee l Homo 05P 0M0a210M1 - 1Nr0RSO LmN R4uwDEDD An N1 MOD= N AtCOMaOa Eno ME L000 i MAMAS COCO. PROJECT DESCRIPTION SARAN PNAMES ID war( 1110 061.E uNkNOND R1L00103400S T0N3 MDT( O: • POOL (0 RD,N[D PO N0 REEL AMTE3001 (1 PLY 3EDW0) • WAD (3) 102300500 u MN ND1 (1 POI 3E3101) • WAD (3) PIPP0110 DOER MC .MIOTd1 C11N0[N 11 LOL 30.130) • PSIML (S) RO2N00 road AAOMN CNNKN (1 PLY 33CMR) • oat. (1) NMrNd M1nus1 • 023134IS) rPDrw30 N.MO can NNC 2001•0 ,LOP Mart (I) SIGNATURE BLOCK AMOK 31011011.13 OPE M[ ACOANeW 011001 C016Ku0101 1P1fA0[R rat ANMNM READDL 0010L132T R Durant PNPEOI 0*0 Wan 10•11CS00.1.2 YW NANINR THIS IS AN DUSTING SPRINT WIRELESS TELECOMMUNICATION FACLITY NETWORK VISION EQUIPMENT UPGRADE 2.5 GHZ UPDATE WEST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY LATITUDE: 47.459455 / 47' 27' 34.038" (NAD 83) (GOGGLE EARTH) LONGITUDE: -122.24347 / -122' 14' 36.492" (NAD 83) (GOOGLE EARTH) MONOPOLE ON ROOFTOP SEATTLE MARKET VICINITY MAP DRIVING DIRECTIONS ROAN sRMn non .A 1003 13101 AE K. NL1010. N WOOS TO Os: TWA N(R MUST MW. TSNA NL NAM OONOT 123111 AR N. OKIIVIE. M M INS CO R 21114 ST (G30 TON MOM (SOWN) ONTO 12401 N S T1�UN ,�NDDWL141TO MEMCS1MLld. TAN an ODD OAT) Tr Lrn (ONO) WA 1-d CWIN L. 1-00 n (1nwM.. TuM1 NDoom)eN11 oncr r AM DAD OMIT) ONTO HOS T PIT t. TAN NON OM MP T4 NMI (EAST) OM 020A0NM Nl 10.1 LM m 020SIV*micro N10 w SO- Xi TNI wan.(woman on s) AMMO 1103 E WALLY MY. IN SHEET INDEX SHEET DESCRIPTON T-1 WU M[R N-r OENdN DOES 24-1 OEDEMA NOTES E ono. ,11 -1 Ewa== PTAN A-3 CNIDE= m["cr1 HAM A-4 AMWN ALMS 4 1DmUl6 UMW 0.0011010 A -II ISIONONT OIMOS NIT.. 4 CMS OOPS MONK: NTEAS 0- 321104Li ONE -LINE POOL 0 JN11 PEND CNNAS E-1 50E0,010 CN01S1 MAIM 0-1 508N1C 0000000 rLM 0-1 NOIINIF N6L5 WORM 0-3 NONId* AMU PROJECT SUMMARY 6170 011 MKT NIE A5Iw1011. lie ON OWE, Or MOO P.O. 1N N1 DAM well., M M4N CONOCO A6101 ENOO POND 100-100-IM55 PROKRTY 1NFORNDna : ,NO,[P OP1Q CAS N CA 111115 E ANN500 05100103 NE11000 .M10000 eft LUX COMM 14N01N 0 PN 047* DIEN TOM 0WEI0 WA NR d 3E0330103 10110.10 0SSNCI11014 TUC CONSMIALMN "R: N OCCUPANCY: COMM UST. 1RMa00 MM6CS TD[CO•1111 T10D OMITS .d 1St I MTANEO MOMS TDICPN.N0a101O RLANN ram NAav ONC40-dN EP.T[ ADG• MIK PROJECT DIRECTORY ARCHITECT. ODI EMc110♦)[SC . 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Biz 12S2, MBpIS View, WA11111311 omee 2116-790a485 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKW)LA. wA 98188 KING C00N1Y ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT OPE am •ow 4 A 02-20-14 CD PRELIM d10 B D2-23-14 CD FINAL OHO C D ND FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED AR T D STATE OF WASHINGTON SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 REMS1 : B N0Reol40 1014-DS) • ENLARGED PUNS 4 ELEVATIONS GENERAL NOTES : PM. OfAAMORNMOTM. MP W. KM OW.= • NA eV. YAP NM OR SOMA( MIN, MD MR OPPDXWIC EXISTWC SPRWT ANTENNA STEALTH PANEL EXISTING SPRINT COAX & HYBRID CABLE ROUTE - EXISTING BULONG ROOFTOP EXISTING BUILDNG ROOFT A'.3V 4• .arc ,/r - F >rRpIpTpTpl�Prl 3 now I/ r - '-r ENLARGED SITE / COMPOUND PLAN ( I Ile ,INNM,O MOOD • M PO I MMMMCOY ®ItOA, • NPRRMR R MAC M MR A , NYC ONO OM WI M1 MANS RPM 04I1•01 0 R ART POC Sprint), Select Site Acquisition, LLC ro.s.zlmi,Maple Wig, WA W101 Oma 2I 71M05 N: PROJECT INFORM ATIIO�LE1 VxAL WESTVALLEY H 1Y 1 SE03XC105 16038 WEST VALLEY WI TUKWKA. WA mom KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT uT M MO REviatg.«iw.i A D2-20-14 CO PRELIM ONO B DI-2.3-1A CO FINAL DH0 C D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SE7 112473 1111111.- REGISTERED ARC IIIP STATE OF WASHINGTON CTCT SHEET TITLE: ENLARGED SITE SHEET NUMBER: A-2 REVISION: NMB • ...IL r / \ ¢'/{r C: DUSTING SPRINT EMPTY ANTENNA MOUNT - % 6/6 (P) SPRINT 2.5GH2 RRH MOUNTED ON (E) 2))- O.D. A-6 PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 Ank(P) SPRINT PANEL MOUNTD ON NNA) 9)-0 TAU D.D. PIPE - 1 PER SECTOR. yfrAZs 7 TOTAL OF 3 Zs / 27g. 4 BURY-• +, � /r r� 9 >ci 4 _�J SIO_0'� :°:" (22yyj �� ( ROOF REMAINC TO FRAME i0 COSTING SPRINT 1900MH2 OD ANTENNA W/ 1900I4M2 / /.. IA RRU PER SECTOR -TOTAL )1 OF 3 sq., a MAW armor. MT _ ,•_c WarMAW MI - r-o- ' EXISTING ANTENNA PLAN 1 I Thad,': [' ]'�i16'•: r �. � PROPOSED TEMP. ANTENNA PLAN 6/6 (P) SPRINT 25GHI RRH A_6 MOUNTED ON (E) 31)' 0.D. �rL PIPE. PROVIDE PIPE ADAPTER r / \ KIT TO SUIT IF NECESSARY - 1 L. STRUCTURAL MNL1m NI161 M PMFORIAM ON ALL 10011pS. FUMOl1S MN I011[R SIMS BOON 261AIMTOx Of NEN NR[MM, KW RAIN. A WV Cll01112/I1IWONRT ITA1FORN. STRUCTURAL N.1Lru MUM 0r ODNRN ovwr6R ww L*46 0 AMM NLS .N cow SINLESS NORD 0TNLRwSC. *Roam MUM N2PECTNE MI MICR MILL M NgM1LD M 1K fa[ MOD iK ANRNw sRlAR To 1M1 !TORN M wow 1. 1l1[R A-[. FS1O TERRY FORAM ASNMUR MOW NLOG»C TNT N0[NN IF Kd110. MOO MI10/N MORI YAM 10 R[ dNNRO WORE IIO.00LIRN OF WRNMS. �[1 NliiL RATS AM TO RE [STAMM. COMM mom iK 1w1I NORM MONO. Sa[MILIINCTSR *MS NOWT NEW AMNIA MO COMM M AM OMIT/SION NMI SRAM PM STRUC URM MOM TOO WM" MAR CAMAS SIRrgURO TIK NMFONTS. RUM TO WrCOSMO LNOLR. NO MM. CONTRACTILOMAIIIM NUM OR M CR A TORS STRUCTURAL fKtluTNMMOMM. /CR NAL TOMS NO N Or NCONORON OF TORN MILL K wM 0S WI S APPRONAPPROVALK Or STOICIIRNI 0011. zs OH: EQUIPMENT M E PER SECTOR. TOTAL OF 7 illnik(P) SPRINT 2.SGH] PANEL y ENNA MOUNT° ON (E) 31)'N /- O.D. PIPE - 1 PER SECTOR. - `-A- L,�, TOTAL OF 3 I yA E 7�,-iTOR � EXISTING SPRINT EMPTY A..I.Iv - / -- ANTENNA MOUNT - EKSTNG ANTENNA STEALTH PREPARE FOR \'� -� ;:.. 7jY w _C (E) ROOF L/T11r P r r FAT EKI$TNG SPRINT 1900MHZ DUAD ANTENNA W/ 1POOMM2 RRU (1 PER SECTOR - TOTAL \ ::°::. E COAz �'— '() ��J�VDOG HOUSfPr MOUNTED TO FRAMETO RELW N T��'L•. 'G) I oAMN1 xwn RN 0 TAW 1 I/r It TM COMMMr1 RF1 ASC].o ANTENNA SCHEDULE SLUM ,�AMNIA OUDICS �,: OMAN NOM �A unny A11WlN RAO CORM ANT. as [MG] MT NEON MT u Ms 2IM Cl-K-MMISS-WA N-LI-1S-01-eP (0M N:Ciw) 21 w-IF Far -2 W c1A to El-N-R I (PER S[0161) VW VW w oar IS NANNA 2.: Po Rr n-v-RNo-r -is-e T 600 MVO.) 2M wet,--W e -, W OF 3) �fg1T^ 4. a f 12C te1a/" _ re- } ' , PROPOSED ANTENNA PLAN 13 NOTES / ANTENNA SCHEDULE 14 -.Tr SWAMMO - 1•-N TM FRRMIOT LWNm ! ON 6( p NMMONN NMUM2 O MORIIIMM1 M WRING MT YE M 2tl0R1 MOOR NW — MOTT MUSS 10 MOM 0100 MOO= ■ SRWR]• RIONOI R ,4 Sprint> Select Site Acquisition, LLC P.O. Box 1292, SU$is Vary, WA. NNW Mei 21147111141155 PROJECT VALLEY HWY SEO3XCI05 16030 WEST VALLEY 111TY MM./ILA. WA RB166 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISI S66 Den. my A D2-20-14 CO PREUM 0127*0 OHO B 02-23-14 CD FINAL OHO 0 D NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED AR T ID STATE OF WASHINGTON SHEET TITLE: ANTENNA PLANS SCHEDULES SHEET NUMBER: A-4 REVISION: B 6� 20N-02] • • Rh (P) SPRINT 2.5CHT PANEL ANTENNA EXISTING SPRINT 1900MHZ UOUftD ON (E) D.D. PIPE - 1 PER QUAD AN ETINA W/ 190011/42 ,3y; SECTCR, TOTAL Di 3 SPRINT ANTENNA RAO CENTER . • OF RRU3) TYPICAL ('-. PER SECTOR. Oro, 98'-0"t : HFULY ,(P) SPRINT HYBRID CABLE FROM (E) irk /PENTHOUSE EQUIPMENT TO (P) RF FILTER lair al (P) SPRINT 2.501N RRH MOUNTED ON (E)X �7V ]1(' O.D. E, PROVIDE PIPE ADAPTER KR \ \1 IF NECESSARY TO SUIT NECESSARY TOP OF ROOF 1 BD"-D't 11 = 11 m 11 11 11 11 11 11 11 11 11 f EXISTING BUILDING 11 11 11 (/,/,,/N,,, w 11 11 AMSL AMSL 40 27'-0' SOUTH ELEVATION 27'-0" WM' ROAD a� -1'-0" EXTERIOR ELEVATION 12 ti1r MAPMAP 3/3T - , -r al (P) SPRINT 2.SGNa PANEL ANTENNA EXISTING SPRINT 1900NN2 MOUNT!) ON (E) 3((• O.D. RPE - 1 PER QUAD ANTENNA W/ 1900XN2 SECTOR, TOTAL OF 3 �11EW SPRNf ANTENNN RAD CENTER 8R RRU (1 PER SECTOR, TYPICAL 3) 9B-0t (P) SPRINT 2.5G14 RRN MOUNTED ON (E) a a EXISTING ANTENNA STEALTH �P IS OAOF - 1 EXISTING SPRINT PENTHOUSE 18" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT EQUIPMENT ROW EYEING® TO SUIT IF NECESSARY EQUIPMENT TO REMAIN M HYBRID (P) SPRBRID \ CABLE FROM (E) PENTHOUSE rilir EQUIPMENT TO (P) RF OF ROOF — III=— N1l.ER— TREY— EX 1ILQ NTL12 MAX FILTER $113P 0 4 11 11 11 11 11 11 11 11 11 m 11 11 11 m 11 11 m 11 11 11 11 11 11 11 11 11 11 11 11 11 11 CO 11 m 11 11 11 11 11 11 11 11 m 11 11 11 11 11 m 11 11 11 11 11 m 11 m m 11 11 11 11 11 11 it 11 11 11 11 11 m m 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 m m 11 m 11 11 AMSL A z7'—o' 27 EAST ELEVATION VFW. WALL: 2/' •-1'-0" 1V _____ EXTERIOR ELEVATION 14 T'.,r sr am. - r-r (-7^'T—t ILL RNWaaRK mom ■ M 11CF OF LLIRIRC. 1m.a W FIRPRRAKK 1K MP . 1N K OR Sprint), Select Site Acquisition, LLC P.O. D9z 192, NgA9 Valley, WA NS3I OM= 96.71F469 PROJECT INFORMATION: WEST VALLEY HWY SF.03XU05 18038 WEST VALLEY won. TUKWIIA, WA 28188 XNG COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVI OOP A DOE 03-20-14 CO PRELIM NN K s CIO B 02-23-14 CD FINAL 011D C D MDT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARC. T PP STATE OF WASHINCTON SHEET TITLE: EXTERIOR ELEVATIONS *CET NUMBER: A-5 REVISION: J IMMINCM1O OM MOOD: O-.-MM-M-15-W MOM II" 1. OMLMOM: M.T . 1Y ..J• TINDIP O arm TOW DATA SMn 2« IRI OM 111011C00114 M[ MALT TO CAPE M/ OUT MICR R 0 o let • III =MOTOR 60001 1:- MRMA MMOMM,M1 MUM M ROMP OW ••• MR r ,b ;'n EQUPMENT DETAIL I 1 „rY,« :,' EQUPMENT DETAIL 1 2 ;r,`;; 10 ;,-" EQUPMENT DETAIL 13 ', y`;Y,"'`�:o q,' ANTENNA DETAIL 1 4 S uM...LIMO IMMOMOSLY :NM MOM PM 10:0 -- O .YVTJMM1 MM N M=S1.cM11P. 01.0 O 00 0 o o, '/r t 000601h OW 1 ILAa 1.M' VM11, s:. aumn - MITM 4mlf +OM OM SJ M= +U ORE 11/ MT PM U U U V U U U U U °00°0000000000000° ° D O o D ° ° ° ° o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O-O-O-O-O 000000000 ° ° ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �811'0" roM -rr1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o„o„o„o„o„o„0„0„0„ M.n a 0 0 0 0 o 0 0 0 0 0 o 0 O _ O _ 0 0 0 0 0 0 0 O 0 o 0 O _ O „M,�o MOP RO:M11O — 10.1W 1MM11MM I IMMOLD MOOM+ SEE MN[ 1RM / .•00:10M1. 'b11WM W ew 000000000000000000 ( ( Y DPaM Tom MS S M M } F '1 "" h1111IIIII IIIIIIiUlIt III11 .T.T.I. .Z.TSI.7.1 °O°0°0°o°D°000°0°0°° °O°O°O°O°O°O°O°O°O 0 0 0 0 0 0 0 0 0 J _ �MMMITM.MTM. MM.Mm MZ M„A 1M1 MOMS MM bM1 wwrta .[MM roMwlOM Mn .M1oM1. C T u�. 0M �EAI3 :mM:R 1M:Muo ..• 83 11 ONK ," ,RJ --nc— �JrY O O O O O O O o O 0°0°0°0°0°0°0°0°0° = ``� IIIIII'll'IIIIIIIIIIIIII�III►/ RO O •■ +II 000!020202020g020! 0 0 0 0 Q 0 r a Q L7 COMMCI0* NK OOMR 'CTOR o;;�-.Ma OM AI 2.5GHZ RRU MECHANICAL SPECIFICATIONS 16 '•'r T' 1: A RRU POLE INSTALLATION DETAIL 18 SPRINT BTU 2 M: RADAR N TFe NW M ®„ = ■. :R ONOMOM! S•:Rv MOW TT MS MC NIT Ms. MRM R.01 rIM WINN __ =I.� " � MA ,Mr.e. _� ' �� I ? .J �=� III ILL �='� .m 1� F. �,�[T,M I o00o aooa ,RM11,A,,,, II � M4tlRl N..rwo.MI \a ..... CoM �•� IRK pow Mama COMM WI �;J9.. � 1_ ILI, '' �lip `lk /i ` '' Iul �M.M ale 1M1.• Mp11p WAS25G RADAR FILTER DETAIL 110 MOT Was PT M MOM a r w=M� ,o :IL" MEDUSA & RRH DETAIL 112 M MM INWN SMORO 111110 MT M MIMMM01 00011011 M 11S:10[1M1 M NNW. OM Mi M MOMS WW1 MN 1M MO 110403 0 NM MMO MAR ■ MOLT TMMM:M Sprint). Select Site Acquisition, LLC P.O. lees 11292, Mope VYey, WAN11W Owe 2116491641135 PROJECT INFORMATION: WEST VALLEY HWY SE03XCI05 16038 WEST VALLEY TAW TUNWRA. WA gain KING COUNTY ISSUED DATE: 02-23-14 SSUED FOR: BUILDING PERMIT REVISIONS A 02-20-14 CD PRELIM Rams DHD e D2-23-14 CD FINAL OHD C D NOT FOR CONSTRUCTION UNLESS LIBELED AS CONSTRUCTION SET 7173 REGISTERED AR T F D ..r1 STATE OF WASHINGTON I SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A-6 REVISION: J. • �-sprinr0 Sprint PCS SM WEST VALLEY/MARRIOTT SE13XC105-F 16038 WEST VALLEY HIGHWAY TUKWILA, WA 98188 Lmmt- VICINITY MAP 1p00M FOOMIOr MAIM WOOO KP at �Iw1 MHpa1 1R 10 I.1.``��Alt ONO . {Yf Oi%1 awM.r 01M 0= mow M OM sN0 .0. mu N_ OO miM oa MOORIR O11L11 Marc 0110 MIRY w M MKT �WOO DAM NAM 111,11-03-0310 110a 1Ra104 OrML OR P WTI NOO1OM WORM 00111111•0 NO. 411110OINK K M COMM R MMM 4• Of NM 10111 MST MO000..1 M A MOM OI MOON MSC 0 1.OR OI TA M 1 ll.L . COUNT Or 00 m *10011 LEGAL DESCRIPTION ARC O ARC. RI wino 110 11m RI.M.7a1W4$11 OWmm O. IOx WNW M106 DRIVING DIRECTIONS M MOM COMM M M.01AIIM Alm 13100Mx Or 0004101 M A110R0 0P10a COWS RR MOO MOM. 1-MR., e-A..f.s CMOS Pm AMOR 1011301110.000010110 111010111. A .Allot 7 03OAY00 RAMOS R ,111. M 0 TRIM CRSM0 1111001 A 10 IT R. NSA MOM 51001 0/0/ 1 RAMS PER 3[0100 NM NO 3 �•OMMNM1 a . PROJECT DESCRIPTION APPT.ICANTM1 EASSff awa w R•'••O"Aio 11100110E NML MMa MOO/aa 1111.1010 PROPERTY INFORMATION NORM RAM MMMR1G114. m Ma 1 COMO.{fp.. MA la R11�1W mew arrow LAND USE! SITE ACQUISITION: 1.1 MIS 3301 MOT 1101101LM MOM A• max. 1000 MAX RCM 10)MI-*311 MN ANA 0 00111011101101 TAR La R. OOOKM.Y 11110 113111L- 0.111100a11- O]1Rm0M0 TTm OO.OR 70100 101•03 A1R6O# k AP.W OCOBNI O0. MM0MMa1/INaMM awx rat r-fA 111D (1I11114 Imam C000) PROJECT SUMMARY ��ABaL0�s0.1l1C1 UM Or N 011R'Y,Lam ISM. l Weti SO VMS SNOON MORO nOMAn 100'.110113.10•100'n' 01.-M CODE COMPLIANCE ARCHITECT: 11131,/ MCAT 0101110010 laLOOMM m 100 NMC'a wmM1 Ra1F Al-NOL fY: W11a.N yLyOM L-W11 1R1mt STRUCTURAL ENGINEER m 010110011110 sla M LLtl1 ELECTRICAL ENGINEER I11101170 01300.0040 M Slat 10 ISO SURVEYOq 1laµII a1LR 10 Rla.o eV00°iL-.1.1 Lw.1 PROJECT TEAM POWER: MOM: pean3-7330 LIS OUT now /semen-s1 UTILITY CONTACTS Tar 01301P301. Oat 71 lag Navow a*`- Nam T2 .on. NOM map. (0 AuakmR 73 R fm Wray mg. ooxl Peak as 11110110131 NMal Al v run A2 m 0.50 Rar Ins Rasa RIM , A3 mum .osa. A4 a aRN w Ram A5 Dams S1.1 RRL9MP. Walk ORM me RMM. Rw 812 0110011100 M.R. mama NO 01.a El r... cnn mg PAL ram memo AM Mr.. E2 Maw mom. ROM RALa ammo no on. E3 .e um maw MOIL .Haas No ea.. E4 00111611110 MILS w wow MI KO. P. 50.1 a10a* 01ENm. mom S1.1 swum •ear moo woo S21 .mALIN arms cans L81 an meaty • mow aMOmOM ill> Ma SHEET INDEX REVISED CD PERMIT 10011/ MINI NAK CNb M R ALL :MA1VOW �:1MOS LOON 30103031101 ORM= WO 11Y, 000. RML1aN 9 10 ROOMMNy NO M 00010 0011.0 OOWM. 01111111111011 MALL VOWLIL RAN ANN01100 0010M0 Ma MOMS ORM all MI Am NML WRMAY IOW/ M L0p0R0F.I r1mM 01 A•f OL0010YNMOLL R 00 1CCt000 1110 Mt CM CC Ip101 0M1A CALL BEFORE YOU MI GENERAL CONTRACTOR NOTES +`?0"• " • KCHABOT DONE. SUITENM 100 PLEASANTON, CA 945811 T INFORMATION. WEST VALLEY/MAFROTT 18038 NESTVALLEY HOMO' TWIRL& MA 98198 KING COUNTY ISSUE DATE. 1/14/02 AS BUILTS :q31TE 0ESCRPPTICN 1M/02 ISSUER FOR AS BUETS Km S/2Yro, OR ISSUED REVISEDFCCD PERMS"' 4/30/01 R �F p PERM ISSU,/12/0, CD�„ CAI TESTTOR 12/20/00 CER o REYKN LM 90R ISSUED FOR 10/7/00 Pen2001111A1 ISSUFOR 9/11/00 BMX ZONING ONING DA 8/18/00 9om ID RflaEM RA PREPARED BY• SIMMER CAM MURPHY •ARCHITECTS•. IS TARBES AVHiUB. SUITE 100 SEATTTE. WASHINGT0[4 MO 151. 701/91-4200 FAX 706/-5 TNT TM FIT KM SIPS ENSURE IIOR: TOM ALM.A MAM1MmaKaMYlNn PM MM ar 000YA1Mm AMR MM .00 00. M AMMO. 11/00010MTweM 000040MOUT RW MauraWMR 0 11a AO.MACY. TITLE SHEET VICINITY MAP NMBER=TENISJ0N T1 _ • MA RPM MORONO NA SNOW ..ROO1 A .MCA DO M MAO. 1W OW.111 OmNO OVNACION11 01011111011) 16 w .ltlli�l�!Irl�i�llll►illll. ■■.■ ■■ m min .. II .■ I. II .. ■■ ■ ■■ W ■�■ .1 ItE!Ei..l Nix 1nn11 ...r...ouro IIILi.,� -TT PARTIAL WEST ELEVATION SONNY OM ROO ORf1MAOl •IY EAST ELEVATION MOAN NW.r 16 1. ,11111111 --; W 1.0. SOLO MO.] MO OIM1 NOON A WON pOM1M 9Y.060 (SO SNO .AM. NoonO.CI1.WNf 1111111.1102) .1A!Maim,. w ?Far 1/4.712.11 .0111111.• EOM. IMAM 4614.. WI NORTH ELEVATION J mliduri impulellmjillim Ng ■n. p ■i.0 .. .j u. m OiaL:. I. ■■.I n .1 .. ■n., m ■u. .. .. u■ m m ui.'u. p m ul .. .. i Y ■.■ ■iu .. I. I.■ ■I m .i.Il■■■ .I m ■■.I m II I77 ■ .i ilia 011 ■n. .. 1I lu uilu■ p m .■ .I .. ■ m _'Tn nemm! 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WA 99199 KING COUNTY 1/14/02 AS BUILTS q)ATE.--06(C91P11011 Y•_ 1/14/02 5/22/01 A/30/01 1/12/01 ISSUED FOR AS .MALTS ISSUED REVISEDFOR CD FE91MO KM REVISE() COFCOPERMBRC ISSUED FOR CO PERMIT CM 12/20/00 10/5/00 9/11/00 8/16/00 ISSUED FOR 90R CO REVIEW ISSUED FOR REVISED 20484 ISSUED FOR 100E 20MI140 ISSUED FOR 90. 2D RENEW LM 94 DA 810 SIMMER CATO MURPHY •ARCHITECTS• 1m IAl ENDE AVENUE SURE 100 EOATT[8. wAtteKl01i 9022 TIM 2443I•40D PAX 201472-23 101 Bt:-GNIC.=APv.: PIS 1 SOL MCC AM -NAY# WOW MOC MOM SY 01091011018 NO Mg1Y.101 NC M CWACIUC 11A AROVISO//01011•01 Ocalaoi411D 1n .IONA11011 .T0 NM 00CIAMOTS NOON A AAO 1µ PIC C11010 011NOlRC AM TO MOO AMOR., BUILDING ELEVATIONS UMEIER:,IEV1S10M:- A3 9 ]9-0• lain I. NOM OIMM RC 0.002 ORM MM.C5M4 ONO SCC65 OVAL ROWS MAN OOM M0M IOMMIA MILL Lk s1M.n MOP Y5wrt4 . V`. MU 1YY .1101Q'I.16! 04515 .••G MD MI MUM .'-C YIrFORt OW (AY Sn.C1.uU -,-0. W Y Aewr 111 MOF. rOriWAx b.un1 F[11Ir011E[ rAu Aw aYRxr r a1. 01211..4.0 15m.r s0L a xoux.) A . nYMo. Il` 1�. §r 0 I '.�. DPW •0111 ,hof °a m OS MOW= 1p101��y MUM , I l INM[ 1��10 NNW viYr _ 1 § D : O L = _ wx WI. ONTO .MI 3 �\ Wart C05M CA. oSWRn SMAYx M01K I 11.--111411 r I--- °c4iuin• r ow.rr x Sr i i \j .r t TAOS 'M'^1ox• x.a 511 soar 1100 S.T 02010 . D Y 21001 . maon W . 0 5.M MM. ... * WM, r MOM -- 5 ®SAIL NOW uVMS T _� MONO OUST..Clr 1 I Rr•11• fl Per. ..1 1 rilI BJLAROED STAIRWELL FLOOR PLAN; �Y'IM 3 ENLARGED EOUIPMENT ROOM R.00R PLAN Wes" r'1Tt14 2 T� ' 11M.1 K400 MT 8.11 M1.ML r51 AC151 IN .7,,,,,,,, Y1va1c In aart Ef MOO.1/01001. TO COMr 1.0`' �Y�'�15�0 S1f.1.M� nn _s,t 1 �' 1AM �.m A1 SW AMP A 02200110110 env Tay a WAAR1 Mr M. .CAmMMi 11 3 WNW MIM115R WW1OKK.) 'Ir.,1r Wxl IOU MU.) . �� artNFrOy "! MM I My ,- . - 11001 RML COMIC! dMx1 M 055CrK fW1OS Of 1[1�1101 rWNW.w Mvw ar.M 10 wlwl ANTMw ERR ADC UK Wm (ow. Fel WOO a CAWS MT MA115.) , 411111.111111.11.11111 wcN 'w1 wu m a•A0L1 H' AS 9E51 M M WOW a AMMO M 00102 EOUIPMENT ELEVATIONS 4 ENLARGED ROOF PLAN t M' L, 11 �• 4003 CNABOT DRIVE 511.01E 100 ALEASNITON, CA 94500 Mi0RYA1105: roAECT NEER VALLEY/MA►IIO T 10038 W�ESTXVALLEYY4L Y NMORWY TUK1gA, WA 9010D KING COUNTY �lRREAT ISSUE DATE SSUED FOR: 1/14/02 AS BUILTS 1/14/02 UED FOR ,A,T KY 5/22/01 SSUED ! FERMQ51 y= COE 4/30/01 REV63FCD FEW1041G 1/12/01 TOR Cco UPEDEMi.f CY 12/20/00 ISSUED FOR l.M 90R CO REVIEW 10/S/00 ISSUED FOR REVKY MAW 201464 9/110 /0 FOR on 20)ap OA 8/1D/00 ISSUED OR FREVIEWKA STRL 1KFR CATO MURPHY .ARCHITECTS. DO IA EM AVENUE SURE KO SEATfl* WASHINGON glen TEL X I-4NO FAX X1922•20 I CM I 1S 11010 11 11KA AFWR1 OMr1MM roc Low01 n MIMYAMa AND 02011.15014 n M 40111434/5L M 0100110/0011.20111 11.0010101 110 020I001101 W10 Mx 49.MI 1OAl 1 0 MCI NOAMM.*RC AS TO 1101 ACMACY. ENLARGED ROOF PLANS k EQUIPMENT ELEVATIONS NEST xVNBER:N: A4 aIr -7 Vr -e 1, Y. r.r W Y-7 IK TO ye -7 .n• d d 471, •3' M2A Y R...001/ MfW MOB 01 1 ..T1M mu Oh ,• RCA ire vt r-r , re Vr _ _ r 1K Oh rO..�P�al iia=...WI Iae,ar. Rik_" t I teee Ir. �_s�L0t1 Y-11 YY I !Y Wr.uw R••WV W .m u ••11 I 1 7. 1 1 1 1/1 Wfpr tea B-I WA/ t w • ^ 1j w � F a•F AMe1� l to Y�21Y[ M—IOm Isere wag \`(r.0 J, A 3n7. rM..41477u !1 . j. z! 0.• illitralami wr.OW Iegrt / w L tto M��p�1MM Mr 0Ii1 ef t .I• Ie017 Q ». . ..% Q S wM....7muu � —1 LII 1 t oa COP /� f I cA tt� tl �c Y d d r-7 V.• d -2 d YYW &C"°'N �d r-e I(1' Y-11 Y-. Vr Y-21/e 0 1 1YY IN' ea 1/Y cauM LAYOUT PLAN p . r-r GENERAL MOTE& • CW011001111AIAM Y — UMW /100/10101000 • MBE FM SWIM OAOW • Cl. I.YeY CYO MO ,Ce!•2 0100 CRO 01 IK VOW 1 100 O PC — CU. WOO YMIR ICEYNOTES OI YyY010.40! e011 VO.I OSOW 11101011.400as 10/021 O eee[ 7e0; • m MAN M Yw72_st7 as Me.YMOecY ■ mwn. © 01•017/Y • Is. 1144/e7 Y Mr. wave arndo 0.411. Oat RANT en a-a-o1 enaw RAM WI MY7-NT ■ VO MOM MVO WWI 11001110 M .04 •m 012781.01 NM* Uhr R Y R11[ 01./r• 9s Mar Go. V Ci II,RRM1 UM Rt MA Mr* AM OMR WIN as (IDANGLE TO COLUMN CONNECTION n -r•or R mug M KO ®e ANGLE BRACE TO COLUMN CONIECTION n•- r MUM S COM n ANGLE TO ANGLE COMMOTION ur•1••r /r—M woe •rf owe MICE M RIMM COMM NE DIM WI IS DR• M MAW PM Rs mum MIRMI M OWN RAIL Ms OCR Lire 81 2 COL ! CORNER Ney +lr • rs t 1/MLYI •/ nR 7 ANGLE BRACE BABE PLATE ASSEMBLY ,/r . rl MUM UN. s NMI[ 11/ 01 in* wR w 4 CM.*G. PM RAI «w.. cad RR MN A[01,01.5 M lltt NCI KO M ONH 1 ANGLE TO COLUMN CONNECTION I,r.rr 4 CR088 BRACING AT T8 COL Vrre t Ars *. 1/r R,ORw1 Vr • Al0 • CROSS BRACE AT COUSIN CONNECTION %RH, 111 iA•t, IMMs Moo Mr M-i1-M MRRt MOM M Who num NAM Mat ..• No.012781.01 a Structural Calculations FOR Sprint Site SE13XC105 West Valley Highway Antenna Modifications Project 16038 West Valley Highway Tukwila, WA 98188 CG Engineering Project No. 12010.501 August 2012 C 0 ENGINEERING 250 4th Avenue S, Suite 200 Edmonds, WA 98020 (425) 778-8500 Ant-elnnogRf,,kA t culls atilttlrlc, Shj'. ' k,lrtOi \A-1-- tC1s tvJ tat \cu GSZsRu, = Ice e„,1'Z' Cc certivictfin tr-my) T^G= (1ob)(I1)/I2 = 100* 6ri Me,n \ so' Cam) Plp ) Lt. Mou r ICO-t- 40' = 146 (c.-) ovictvut. I?, 3,5' 14' ± = 20R' MallG,o = o 4" i r•lfr' btjit l e.0 lc-r Lj i h ,ik:Dr (ti c-h... (e r 1.a 1(11 I Y 'KS). +40) =1 (New) (clinic! 15,iorl� Cl of bbxif l✓tt'iri hated on c Xt T 17 phc-iDs) . ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description f�til�rI \t../ :t u 1v1OtAnt ri Bys.„3-+ - Checked Date Date Scale Project J�/CG l c V4 t_ Vey 11f u Itm Job No. 12olo, So Sheet No. Io Antenna 1gUi eorrhvfcd (Al &A -co &ill bt� In`oectio' t.- •(•rcct'Wa!! cea t cvve-vviccl t- i 1A111(v I ogat.). t Antenna:, do not -)6 �. c, Io&vl CYP .��:r eehwC II .. No Inue_t ae, in lateral lcY d:; oh Gcree.nwdll. ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description A-rfroAno,-% i -t'l Corvtinlitd By Checked Date EIa3liz. Date Scale Project 13Xe.cF✓ VJ( r \iciflf.� k1WLl Job No. l2010,Eot Sheet No. A 11 • Channel Selection UNISTRUT CHANNEL SELECTION CHART Channel Dimensions Material & Thickness Hole Pattern Styles Li ill Steel Stainless Steel Alum. / iii Width Height HS T K0 SL DS H3 Channel In (mm) In (mm) gauge gauge In (mm) Stool Only P1000 1% (41) 1%(41) 12ga 12ga 0.109(28) ■ • • • • • P1100 1% (41) 1% (41) 14 ga 14 ga - • • • • _ - P2000 1% (41) 139 (41) 16 ga - - e W W • - - P3000 1%e (41) 1% (35) 12 ga - - II • II III - P3300 1% (41) '/a (22) 12 ga 12 ga - ■ • - II - - P4000 1% (41) '%u (21) 16 ga 16 ga 0.078 (2.0) • ■ - • - - P4100 15/e ('41) '%e (21) 14 ga - - • II_ • - - P5000 1%(4f) 3%4(83) 12ga 12ga - ■ • M M - - P5500 1'/4 (41) 2'/,e (62) 12 ga - 0.109 (2.8) ■ IN II IN - - CHANNELS & COMBINATIONS IN DESCENDING ORDER OF STRENGTH Channel Area In' (cm) Weight Ibs►ft (kg/m) I In' (cm') s In3(cm') Allow. Moment In.lbs (Nom) P5001 1.793 6.10 6.227 1.916 48,180 11.57 9.1 259.2 31.4 5,440 P1004A 1.985 6.68 4.068 1.669 41,980 12.68 9.9 169.3 27.4 4,740 P5501 1.452 4.94 2.805 1.151 28,940 9.37 7.3 116.8 18.9 3,270 P 1001 C41 2.221 7.55 1.856 1.142 28, 720 14.33 11.2 77.2 18.7 3.250 P5000 0.897 3.05 1.098 0.627 15,770 5.78 4.5 45.7 10.3 1,780 1 1.111 3.78 0.928 0.571 14,360 7.16 5.6 38.6 9.4 1,620 P1101 0.835 2.84 0.733 0.451 11,340 5.39 4.2 30.5 7.4 1,280 P3001 1.000 3.40 0.591 0.430 10,810 6.45 5.1 24.6 7.0 1.220 P5500 0.726 2.47 0.522 0.390 9,820 4.68 3.7 21.7 6.4 010 P2001 0.684 2.32 0.618 0.381 9,570 4.41 3.5 25.7 6.2 1.080 P9200 0.489 2.23 0.279 0.297 7,480 3.16 3.3 11.6 4.9 850 A5000 0.492 1.67 0.358 0.265 6,670 3.17 2.5 14.9 4.3 750 A1001 0.609 2.07 0.302 0.242 6,070 3.93 3.1 12.6 4.0 690 P9000 0.387 1.88 0.166 0.205 5,150 2.50 2.8 6.9 3.4 Pik-'' ik ' 0.555 1.89 0.185 0.202 ----6 7 3.58 2.8 ' 7.7 3.3 ( 570 P3301 0.790 2.69 0.176 0.201 `"--5;060" 5.10 4.0 7.3 3.3 570 Combinations not shown in catalog are available on special order. Consult factory for more details. Channel Area In' (cm') Weight Ibs/ft (Wm) I In' (cm') s In'(cm') Allow. Moment In4bs (N.m) P1100 0.418 1.42 0.145 0.162 4,060 2.69 2.1 6.0 2.6 460 P3000 0•500 1.70 0.120 0.153 3,850 3.23 2.5 5.0 2.5 430 P4101 0.579 1.97 0.117 _ 0.143 3,610 3.74 29 4.9 2.4 410 P2000 0.342 1.16 0.125 0.140 3,520 2.21 1.7 5.2 2.3 400 P4001 0.478 1.66 0.104 0.128 3,210 3.14 25 4.3 2.1 360 A3301 0.459 1.56 0.077 0.103 2,590 2.96 2.3 3.2 1.7 290 A1000 0.305 1.04 0.061 0.086 2,170 1.96 1.5 2.5 1.4 250 P3300 0.395 1.34 0.037 0.072 1,800 2.55 2.0 1.5 1.2 200 A4001 0.264 0.90 0.037 0.058 1,470 1.70 1.3 1.5 1.0 170 P6001 0.213 0.73 0.045 0.055 1,400 1.38 1.1 1.9 09 160 P4100 0.290 0.98 0.026 0.054 1,360 187 1.5 1.1 0 9 150 P4000 0.244 0.83 0.023 0.049 1,230 1.57 1.2 0.9 0.8 140 A3300 0.230 0.78 0.017 0.038 950 1.48 1.2 0.7 06 110 A4000 0.132 0.45 0.008 0.022 560 0.85 0.7 0.3 0.4 60 P6000 0.107 0.36 0.009 0.020 510 0.69 0.5 0.4 0.3 60 P7001 0.148 0.50 0.007 0.018 460 0.96 0.8 0.3 0.3 50 P7000 0.074 0.25 0.002 0.007 170 0.48 0.4 0.1 0.1 20 �f! rF 6RA \-.)e.x Avai Attoc h ?ipe. RY Mfr. k,t1T,Stivtt (st..orteel at ell 614 1,09 't-tAbt 'Steel screalvvnli stA?poirt posts) Anttnna- pev Aito, -to ppe TO, Mfr. alst u- eat taisting ppe, ENGINEERING 250 4th Ave. South Suite 200 Edmonds, WA 98020 Description Anttnrvil /VV./ u C By J1,1 Checked DateN2 Date Scale scale Rrs Project Xc. oS Et- V 611 5%AI • Job No. t21)10, 50! Sheet No. A 15 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.washirigton811.com F8WRGFNCY. CALL 911 wnicra.�Ci��lLl plan review approvalissubjecttosiroamifdialiNKNG SPRINT WIRELESS TELECOMMUNICATION FACILITY NETWORK VISION EQUIPMENT UPGRADE 2.5 GHZ UPDATE documents does not avhr �''9 ��(��trc(•{ry`a�i /o�fjaM�/on or `• E V idaIbo�. ot any adopted code Ordinanco• R M approved held Copy and conditions is Know what's below. CaII before you dig. w Sprin 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: 2009 IBC, STANDARDS AND AMENDMENTS-WAC 51-50 2009 IMC, STANDARDS AND AMENDMENTS-WAC 51-52 2009 IFC, STANDARDS AND AMENDMENTS-WAC 51-54 2009 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 REOUIRED IN ACCORDANCE WITH THE 2009 IBC BUILDING CODE. PROJECT DESCRIPTION SPRINT PROPOSES TO MODIFY THE EXISTING UNMANNED TELECOMMUNICATIONS FACILITY BY: • INSTALL (3) PROPOSED 2.5 GHz PANEL ANTENNAS (1 PER SECTOR) • INSTALL (3) PROPOSED 2.5 GHz RRH (1 PER SECTOR) • INSTALL (3) PROPOSED FIBER OPTIC JUNCTION CYLINDERS (1 PER SECTOR) • INSTALL (3) PROPOSED POWER JUNCTION CYLINDERS (1 PER SECTOR) • INSTALL (1) PROPOSED MEDUSA • INSTALL (3) PROPOSED HYBRID CABLE USING EXISTING COAX ROUTE (1) PER SECTOR SIGNATURE BLOCK APPROVAL SIGNATURE G I. e�D�AVi~f1 N GINEER SPRINT REPRESENTATIVE Division of DCD AAV MANAC 111 la ION EST VALLEY HWY SE13XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY REVISIONS No changes shall be made to the of work without prior approval Tukwila Building Division. NOTE: Revisions will require a new plan s and may include additional plan review 83) (GUUGLt ti r i FI) LONGITUDE: -122.24347 / -122° 14' 36.492" (NAD 83) (GOOGLE EARTH) MONOPOLE ON ROOFTOP SEATTLE MARKET LATITUDE:' 47.459455 / 47° 27' 34.038" (NAD VICINITY MAP DRIVING DIRECTIONS FROM SPRINT OFFICE IN: 1000 124TH AVE SE, BELLEVUE. WA 98005 TO SITE: 16038 WEST VALLEY HWY, TUKWILA. WA 98186 DEPART 124TH AVE SE, BELLEVUE, WA 98005 ON SE 29TH ST (EAST) TURN RIGHT (SOUTH) ONTO 128TH AVE SE TAKE RAMP ONTO 1-90 •TURN POTENTIALLY RESTRICTED" TURN LEFT ONTO RAMP TURN LEFT (EAST) ONTO 1-90 EXPRESS LN TAKE RAMP (RIGHT) ONTO 1-90 AT EXIT 10A. TURN RIGHT ONTO RAMP TAKE RAMP (RIGHT) ONTO 1-405 AT EXIT 1, TURN RIGHT ONTO RAMP TURN RIGHT (EAST) ONTO INTERURBAN AVE S 0.1 MI ROAD NAME CHANGES TO SR-181 [INTERURBAN AVE S] KEEP STRAIGHT ONTO SR-181 [W VALLEY HWY] ARRIVE 16038 W VALLEY HWY, SEATTLE, WA 98188 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 EQUIPMENT DETAILS RF-1 ANTENNA & CABLE COLOR COOING DETAILS E-1 SCHEMATIC ONE -LINE DIAGRAM & POWER PANEL SCHEDULE E-2 SCHEMATIC CONDUIT ROUTING G-1 SCHEMATIC GROUNDING PLAN G-2 GROUNDING RISER DLAGRAM G-3 GROUNDING DETAILS PROJECT DIRECTORY ARCHITECT: DHD ARCHITECTURE PLLC. 13424 246TH AVE SE ISSAQUAH, WA 98027 CONTACT: DAVID H DEAN PHONE: 425-657-0552 EMAIL: dovidhdeonOmsn.com SITE ACQ. PROJECT MANAGER: SPRINT CORPORATION CONTACT: KEVIN FOY 206-427-5856 LEASING CONSULTANT: SELECT SITE ACQUISITION, LLC P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: TOM SPAULDING E; 650-380-3140 REVIEWED FOR CODE COMPLIANC APPROVED PROJECT SUMMARY APPLICANT: SELECT SITE ACQUISITION, LLC ON BEHALF OF P.O. BOX 1292 MAPLE VALLEY, WA 98038 CONTACT: JUSTIN ABBOTT PHONE; 206-790-4655 PROPERTY INFORMATION: PROPERTY OWNER: CSM CORP 421215 ADDRESS: 500 WASHINGTON AVE#3000 MINNELPOLIS, MN 55415 CONTACT: UNKNOWN PH: UNKNOWN TOWER OWNER: N/A SITE ID. SE03XC105 APR 2 8 LUN RINT City of T BUILDING ZONING CLASSIFICATION: TUC CONSTRUCTION TYPE: VB OCCUPANCY: U JURISDICTION: TUKWILA CURRENT USE: UNMANNED WIRELESS TELECOMMUNICATIONS NEW USE: UNMANNED WIRELESS TELECOMMUNICATIONS PARCEL NUMBER(S): 000580-0005 LEASE AREA: EXISTING FACILITY FACILITY CO STRUCTION MANAGER: 0 PH PH NT CORPORATION ACT: JIM GOETTSCHE E: 206-387-5657 M E: 208-672-6402 W B LDING DEPARTMENT: SEPARATE PER v REQUIRED FOR, Mechanical Electrical Plumbing Gas Piping City of Tukwila BUILDING DIVI TV WILA DEPARTMENT OF COMMUNITY DEVELOPMENT /ff /63 0 SOUTHCENTER BLVD., /100 TV ILA, WA 98188 Co TACT: UNKNOWN P (206) 431-3670 E IL: UNKNOWN k ila E CTRICAL COMPANY: ISI D ET SOUND ENERGY 85 NE 4TH STREET LEVUE, WA 98004-5591 CONTACT: UNKNOWN PH: (866) 831-5161 EMAIL: UNKNOWN TELCO COMPANY: CENTURYLINK (US WEST) 100 CENTURY LINK DRIVE MONROE, LA 71203-2041 CONTACT: UNKNOWN PH: (800) 201-4099 EMAIL: UNKNOWN Sprint)N1,„. Select Site acquisition, LLC P.O..Boz cope 1292, Maple Valley, WA 98038 Office 206-790-4655 J CT fees. INFORMATION: T VALLEY HWY SE03XCIO5 16038 WEST VALLEY HWY TUKWILA. WA 98188 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS • EV. DATE DESCRIPTION INMALS 02-20-14 CD PRELIM DHD 02-23-14 CD FINAL DHD RECEIVED CITY OF TUKWILA APR. 0 9 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT ID STATE OF WASHINGTON SHEET TITLE: TITLE SHEET SHEET NUMBER: T-1 REVISION: B DHD PROD. NO. 2014-027 E. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. GENERAL CONSTRUCTION NOTES THELOCALBUILDING CODE,THE LATEST 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. THESE 2. CONTRACTOR SHALL CON STRUCT SITE IN ACCORDANCE WITH CSERAWINGS AND SPRINT DRAWINGS INTEGRATED CONSTRUCTION ST ANDARDS N .TAN DARDS 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 ENG. NEER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. CONTRACTOR SHALL V,SIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE NEW WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD CONDTIONS 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 COND TIONS. 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 RE INCLUDED AS PART OF THE WORK. 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARING WORK ON ANY ITEMS NOT CLEARLY DEFINED CR 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 TC 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 'T 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, CLT 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, ANC RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALI BF REMOVED. LEAVE PREMISES IN CLEAN CCNDITION ANC 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 BE 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 CONFCRMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FCR 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 PROTECT. CONTRACTOR SHALL VERIFY IF EXISTING CONSTRUCTION IS COMPLETE CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TC BEGINNING CONSTRUCTION. 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND/OR WIRING CERTIFICATES REQUIRED 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 W'TH THAT PORTION OF WORK, UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTVE ACTIONS TO BE TAKEN. 2. ELECTRICAL CONTRACTOR SHAL_ VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO TILE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., IHAI 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 ANC LOCAL ORDINANCES OF THE LOCAL POWER & TELEPHONE COMPANIES HAVING JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TC: A. UL -- UNDERWRITERS LABORATORIES B. NEC -- NATIONAL ELECTRICAL CODE C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. D. OSHA -- OCCUPATIONAL SAFETY ANC 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 A R' ANY SIZES ANDLOCATIONS GE AND OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MAN WHEN NEEDED. 5EXISTING 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 RESTRICT.ONS, 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 #12 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 EFFECTIVE( Y 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 ANC REQUIRED LIABILITY INSURANCE SHALI BF PROVIDED FOR PROTECTION AGAINST PUBLIC LOSS AND ANY/ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. 18. PROVIDE ANC INSTALL CONDUIT. CONDUCTORS, PULL WIRES, BOXES, COVER PLATES ANC DEVICES FOR ALL OUTLETS AS INDICATED. 19. DITCHING AND BACK FILL. CONTRACTOR SHALI_ 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 REQUIREMENTS OF THE NEC, NEMA AND IEEE. 21. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF ANY/ALI. LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE CONSTRUCTION MANAGER PRIOR "0 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. AL_ ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTR.CAL 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 AN 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 BE 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 W'TH 'BRITE ZINC' OR 'GOLD CALV'. 27. SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN INSULATICN, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO ANC INCLUDING NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 8 AWG. 29. CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. USE SOLDER' ESS 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 IWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND 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 Sc 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 IS OVER 200', C. EOTTCM OF TOWER, D. AT MASTER GROUND BAR 3'-0" FROM MMBS-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 BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN COLORS. B. FREQUENCY COLOR BANDS SHALI BE 2" WIDE WITH NO SPACE BETWEEN COI ORS. 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 BE DETERMINED BY SAMSUNG RF ENGINEER. SEE ANTENNA SCHEDULE SHEET A-4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GO. 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 IS SHOWN ON A-4. EXCESS CABLE LENGTHS TO BE DRESSED IN A MANNER APPROVED BY GDIT. CABLES CANNOT BE CUT TO EE. 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 APPRO 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 ACCORD WITH SPRINT SPECIFICATIONS. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF-1. A. MAN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING BETWEEN. B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPADE. C. START COLOR BANDS 2" BEFORE MAN CABLE END. ED BYREVIEWE CODE COMI CE 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RI' ENGINEER. SEE HYBRID CABLE SCHEDULE SHEET RE-', BASED ON FINAL CABLE RUN LENGTHS DETERMINED 9Y GDIT. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DLSGNED SUPPORT STRUCTURE AI DIST NOT TC EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MANUFACTURER'S SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID CABLE DETAILS OF THE SUPPLIED STRUCTURAL SUPPORT. SITE WORK NOTES APPRO APR 2 E NCES OUTING City of Ti BUILDING D 1 CO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OR LEASE LINES, UNLESS OTHERWISE NOTED. 2. DC 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 RESPONSIBILITY WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFORMATION SHOWN ON THE PLANS OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FACILITIES PRIOR TO START OF CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH UTILITY COMPANY DETAILED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS OF REMOVING OR ADJUSTING EXISTING UTILITIES. 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZONTALLY AND VERTICALLY PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS TO THE INTERPRETATION OF PLANS SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT/ENGINEER FOR RESOLUTION AND INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UNTIL THE DISCREPANCY IS CHECKED AND CORRECTED BY THE ARCHITECT/ENGINEER. FAILURE TO SECURE SUCH INSTRUCTION MEANS CONTRACTOR WILL HAVE WORKED AT HIS/HER OWN RISK AND EXPENSE. 6. CCNTRACTOR SHALL CALL LOCAL DIGGER HCT LINE FOR UTILITY LOCATIONS 48 HOURS FRICR TO START OF CONSTRUCTION. 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN AREAS TO BE DISTURBED BY CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR TO FINAL INSPECTION OF WORK. 8. GRADING OF THE STE WORK AREA IS TO BE SMOOTH AND CONTINUOUS IN SLOPE AND IS TO FEATHER INTO EXISTING GRADES AT THE GRADING LIMITS. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUNDATIONS, UTILITIES, ETC., SHALL BE PROPERLY LAID BACK OR BRACED IN ACCORDANCE WITH CORRECT OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) REQUIREMENTS. 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTED TO 95% OF MAXIMUM STANDARD PROCTOR DRY DENSITY. 11. NEW GRADES NOT IN BUILDING AND DRIVEWAY IMPROVEMENT AREA TO BE ACHIEVED BY FILLING WITH APPROVED CLEAN FILI AND COMPACTED TO 95% OF STANDARD PROCTOR DENSITY. 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNESS SHOULD NOT EXCEED THAT WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE DEPTH WITH THE EQUIPMENT AVAILABLE. 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 D RECT CONFLICT WITH THE IMPROVEMENTS SHALL BE PROTECTED BY THE GENERAL CONIRAC1OR. 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. Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST ) FOR ' LIANC: /ED VALLEY HWY E03XC105 8 WILA,I VALLEY WY WA 98188 KING COUNTY 2014 ISSUED DATE: 02-23-14 B SSUED FOR: ILDING PERMIT kwila REVISIONS DESCRIPTION INITIALS I�+�j(�� N4 CD PRELIM DHD B 02-23-14 CD FINAL DHD C D RFCEIVED CITY OF TUKWILA APR 0.9 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT ID . STATE OF WASHINGTON SHEET TITLE: GENERAL NOTES SHEET NUMBER: N-1 REVISION: B DHD PROD N0. 2014-027 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. FOUNDATION, EXCAVATION AND BACKFILL NOTES F SLOPES SHALL BE A MAXIMUM O 3 HORIZONTAL TO 1 VERTICAL. 1. ALL FINAL GRADED OF CONCRETE SHALL BE OF UNDISTURBED SOILS TPREPARED FOR PLACEMENT EXCAVATIONS 2. ALL E 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 UNSU-TABLE 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 GRANJLAR 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 AS 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 D1557. 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 DRANAGE 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 FOCT OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WH'CH EVER IS GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE CR GRAVEL AS SPECIFIED. I.E. FDOT TYPE No. 57 FOR FENCED COMPOUND; 'DOT 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 SJRFACING ANT RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL RESTORED GRAVEL SURFACING SIIALL BE FREE FROM CORRUGATIONS AND WAVES. 12. EXISTING GRAVEL SUR%ACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE CONDITION THAT ANY JNFAVORABLE 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 PILLING DEPRESSIONS IN THE SUB GRADE. 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQU.PMENT 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 BID. 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 STE DISTURBANCE PRIOR TO CONSTRUCTION. 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDTIONAL 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 OF 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 ASCODE FOR POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. .-- COMPLIANCE ppPROVED APR 28 2014 STRUCTURAL STEEL NOTES EDITION THEAISC MANUAL OF STEEL WORK SHALL BE IN ACCORDANCE W'TH THE LATESTED O OF 1. ALL STEEL 0 L ACCORDANCE WITH ASTM AS INDICATED BELOW. SHALL BE IN CCORD CE STEEL SECTIONS CONSTRUCTION. W W-SHAPES.S TM A992, 50 KSI R CHANNELS: ASTM ANGLES, BARS C A36, 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 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90. GRADE N-1, (F'M=1,500 PS). MEDIUM WEIGHT (1)5 PCF). 2. MORTAR SHALL BE TYPE "5" (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 BE 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 SCUD WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. 16. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOT'.NGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 17. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNTS, LAYING PATTER AND JO:NT TYPE. 18. SAND SHALL 9E CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LJMPS, SHALE, ALKAU OR ORGANIC MATERIAL. 19. BRICK SHALL CONFORM TO ASTM C-62 AND SHALL BE GRADE MW OR BETTER. STRUCTURAL CONCRETE NOTES 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 FABR C UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED OTHERWISE. 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. #5 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. N 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. 9. CONTRACTOR SHALL PROV DE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS REQUIRED BY LOCAL, COJNTY AND STATE CCDES AND ORDINANCES TO PROTECT EMBANKMENTS FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT N STREAMS AND DRAT NAGE 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 'NDICATED SHALL CONSIST OF CLEAN, HARD, SOUND, DURABI. E, UNIFORM IN QUALITY STONE FREE OF ANY DETR MENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER DELETERIOUS SUBSTANCES. WEATHERPROOFING NOTES STANDARD ARCONSTRUCTION SPECIFICATIONS FOR WIRELESS SIZES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS. A ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL R:JBBFR 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' AND EXTENDING PAST THE CONNECTION BY TWO INCHES AS DISCUSSED BELOW; OR 2 THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH I AYERS 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. B. 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 JNDERLYING 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 EUT"L RUBBER 'APE 2 TO 3 INCHES W.DE. 2. REQUIRED TOOLS. KNIFE OR SCISSORS. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DRT. WRAP CONNECTOR/GROUND KIT WITH TWO AYERS 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 WDIH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 NCH. 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. o. SELF -AMALGAMATING TAPE INSTAL I ATION PROCEDURE: 1. REQUIRED MATERIAL: SELF -AMALGAMATING TAPE -- 1.5 INCHES WIDE AND BACK ELECTRICAL TAPE - 2 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. STEP 2: START WRAPPING SELF- AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS APPLICATION. STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE, MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF OVERLAP (0.75 INCH WIDE) LAYERS. STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. STEP 6: TO TERMINATE THE SELF -AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF -AMALGAMATING TAPE USING THUMB PRESSURE. STEP 7: TWO ROWS OF SELF -AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED. STEP 8: WRAP OVER SELF -AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TAPE- 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE 50 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 SELF -AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE AST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS. Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNT" ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM DHD B 02-23-14 CD FINAL DHD C D RECEIVED APR 0 9 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS 'LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHIT CT ID . STATE OF WASHINGTON SHEET TITLE: GENERAL NOTES SHEET NUMBER: N-2 REVISION: 8 DHD PROD. NO. 2014-027 THE INFORMATION CONTAINED IN TIIIS SET OF CONSTRUCTION DOCUMENTS 15 PROPRIETARY BY NATURE. ANY USE OR DISIOSURE OTHER THAN THAT WHICH RELATES TO SPRINT RIER SERVICES IS STRICTLY PROHIBITED. city of Tukwila PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS cr to Q�4 Or Ai EXISTING REFS EXISTING TREES EXISTING PARKING LOT PARKING LOT PRCPERTY LINE 3244.00' 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 ANL) OR SATELLITE IMAGES AND ARE APPROXIMATE. r C 1D 11,11 EXISTING TREES N. EVIEWED FOR E COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila UILDING DIVISION 22.'834" SCALE: 1" = 30'-0" 11"817" SCALE: 1" - 60'-0" 30 1 30' OVERALL SITE PLAN I l Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNT" ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM DHD B 02-23-14 CD FINAL DHD 0 D RECEIVED TUKWILA CITY OF APR 2014 0 9 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHIT CT ID . STATE OF WASHINGTON SHEET TITLE: OVERALL SITE SHEET NUMBER: A-1 REVISION: B DHD PROD. NO. 2014-027 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. EXISTING SPRINT ANTENNA STEALTH PANEL EX STING SPRINT COAX & HYBRID CABLE ROUTE - V.I.F. -- EXISTING BUILDING ROOFTOP EXISTING BUILDING ROOFTOP PROJECT AREA - SEE ENLARGED PLANS & ELEVATIONS GENERAL NOTES THIS IS NOT A SITE S : Y ALL PROPERTY BOUND IES, ORIENTATION OF TRUE NORTH AND STREET HALF -WIDTHS HAVE BEEN OBTAINED h'OM A TAX PARCEL MAP AND OR SAIELLIIE IMAGES AND ARE APPROXIMATE. REVIEWED FOR C • DE COMPLIANCE APPROVED APR 2 8 2014 ity of Tukwila B ILDING DIVISION 22"x34" SCALE 1/8" = 1'-0" 11"x17" SCALE 1/16" = 1'-0" 8' 6' 4' 2' 0" 6' ENLARGED SITE / COMPOUND PLAN I 1 pS rint> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM DHD B 02-23-14 CD FINAL DHD C D CEIVED CITY OF TUKWILA . 09 2014 PE IT CENTER NOT FOR CONSTRUCTION UNLESS LABE_ED AS CONSTRUCTION SET 7473 REGISTERED ARCHIT CT ID . STATE OF WASHINGTON SHEET TITLE: ENLARGED SITE SHEET NUMBER: A-2 REVISION: B DHD PROD. N0. 2014-027 THE INFORMATION CONTAINED IN THIS SET Or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. 27'' EXISTING CABLE TRAY W/ EXISTING HYBRIFLEX 3'-6"__ - • PPC Mcc R r_A $ _" _=� CA01N- 1 !tea -8. TELCp BOB°-J J _ i HFLEX ,, II HFLEX U (E) _ N N SpRENI S gBUT 1 1 MHOS c0 1_ rn 11 / II /11 // EXISTING STEEL/1 VT:\ 1....-' BEAMS 1-7-3‘ A rn xx XTc __---/---x—X -P. —X —X X __ X x x WIDE GATE f I' EXISTING 4'-4" ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME ■ _��� ppC . CABINS _Lk (P) SPRINT HYBRID CABLE TELc BOARD.61 FROM (E) GROUND BASED = x. EQUIPMENT TO (P) 2.5GHz 111 RRH'S ga X I HFLEX of LEX (E) (E) SPRINT SpRINT g0U 1,AMOS _. - I �X II / X // EXISTING STEEL L BEAMS X �X —X —X X X X x �x 22"x34" SCALE: 1/4" = 1'-0" 1==1111 EXISTING EQUPMENT PLAN I j 11 17 SCALE 1/8 = 1-0" 3 z , D" 4 PROPOSED TEMP. EQUIPMENT PLAN 12 11"x17" SCALE' 1/8" = 1'-0" 4' 3' 2' 1' 0" 4'4 27-4 EXISTING CABLE TRAY W/ EXISTING H"BRIFLEX 3'-6" , ■ `R `''- $, 4" _:1 CA9 NE pPC ME 110111■ (P) SPRINT HYBRID CABLE 8- TELCO BpARD �� FROM (E) GROUND BASED = i EQUIPMENT TO (P) 2.5GHz N_ w RRH'S 0111 I NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROOFTOPS, FLAGPOLES AND TCWER SITES BEFORE INSTALLATION 0= NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORMS. STRUCTURAL ANALYSIS PROVIDED ON BEHALF OF SPRINT HFLEX Mr: '= 1' HFLEX W (E) N: (E) SpRINT cr, N1 SPRINT 80U MMBS iO X / 1 �X -x 1 // 11 // EXISTING STEEL o _ x /_ 1—'BEAMS m: =x -1,x X -P -- X x x X X xx WIDE GATE 0 EXISTING 4'-4" �— EXISTING ITEMS TO BE REMOVED CDMA ANTENNA 0 CDMA CABINET 0 BBU CABINET 0 MICROWAVE CABINET 0 COAX CABLE 0 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION 22"x34" SCALE: 1/4" = 1.-0" 1=IONMEMEMINI PROPOSED EQUIPMENT PLAN 1 3 NOTES / REMOVED ITEMS 1 4 11"x17" SCALE: 1/8" = 1'-0" 4' 3' 2 1' 0" 4' pS ri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY 16038 SE03XC105H WY TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE CESCRIPTION INITIALS A 02-20-14 CD PRELIM D-ID B 02-23-1Z- CD FINAL D-ID C D RECEIVED CITY OF TUKWILA APR 0 9 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT ID . STATE OF WASHINGTON SHEET TITLE: ENLARGED EQUIPMENT PLANS SHEET NUMBER: A-3 REVISION: B DHD PROD. NO, 2014-027 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. /� °H4--/ / o�/� t.,,/ /Q /N •_ti s. EXISTING SPRINT EMPTY ANTENNA MOUNT - EXISTING ANTENNA STEALTH PREPARE FOR NEW PANEL TO REMAIN !� 6 8 (P) SPRINT 2.5GHz RRH MOUNTED ON (E) 31'2" O.D. A 6 PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz PANEL 4.- 0/.. ANTENNA MOUNTD ON (E) 3) "0 v/4? A-6 O.D. PIPE - 1 PER SECTOR, /Q co OTAL OF 3 N (279 AZIMUTH)- ' • ,, ❑ •' ,,I • a�A "cWJ', �� y 2O `%V G.�� NSTALLATION (E) coax • DOG HOUSE EXISTINGSPRINTS SECTOR "G^ MOON TO FRAMETO E- (279' AZIMUT (E) ROOF H) 6 REMAIN HATCH 111 EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ � RRU (1 PER SECTOR - TOTAL OF 3) V�� -BYO I 1 212-x34" SCALE 3/86„_ PROPOSED TEMP. ANTENNA PLAN 2 22"x34" SCALE: 3/16 - 1-0" �1 EXISTING ANTENNA PLAN 1''-0 8' 4'8' 11"x17" SCALE: 3/8 = 1'-0" 8' 4 0" 8' 6 8 (P) SPRINT 2.5GHz RRF-I NOTE: STRUCTURAL ANALYSIS MUST BE PREFORMED ON ALL ROCFTOPS, FLAGPOLES AND TOWER SITES BEFORE NSTALLATION OF NEW ANTENNAS, NEW RRUS, & NEW CABINETS/TEMPORARY PLATFORM. STRUCTURAL ANALYSIS PROVICED BY GENERAL DYNAMICS. NHuvr = 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, F REQUIRED. PRIOR APPROVAL FROM SPRINT TO BE GRANTED BEFORE RELOCATION OF ANTENNAS. ALL NOTES: 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 ERCCTION OF MODIFICATION OF TOWER SHALL BE MADE WITHOUT APPROVAL OF STRUCTURAL ENGINEER. 2.5 GHz EQUIPMENT ONLY A--6 MOUNTED CN (E) 3)'2 O.D. PIPE. PROVIDE PIPE ADAPTER Q / ` KIT TO SUIT 17 NECESSARY -- 1 /hZ PER SECTOR, TOTAL OF 3 o �/� (U/ti 4 (P) SPRINT 2.5GHz PANEL co/P O/j ANTENNA MOUNTD ON (E)CR, 0 C)/� ry`V PER QD. PIPE - 1 SECTOR, /Q / TOTAL OF 3 ``\\` Q /N EXISTING SPRINT EMPTY (27g ZMUTH) ' ANTENNA MOUNT - EXISTING ANTENNA STEALTH PREPARE FOR NEW PANEL TO REMAIN !► RRU / HYBRID CABLE SCHEDULE INSTALLATION (E) CCAX DOG HOUSE SECTOR RRH MODE_ RRH FREQUENCY HYBRID CABLE LENGTH HYBRID CABLE DIAMETER JUMPER SIZE JUMPER LENGTH RET LENGTH RET CABLE MANUFACTURER RET CABLE MODEL NUMBER ALPHA 2.5GHz RRH (1)2.5GHz 180' 1" '/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 _ -tEJ_SECTOR ^G•• EXISTING SPRINT GPS (279' AZ1 _ (E) ROOF MOUNTED TO FRAME TO MOTH) ,'4i HATCH REMAIN BETA 2.5GHz RRH 11)2.5GHz 180' 1" '/2" 6' 9.8' COMMSCOPE iRET AISGv2.0 GAMMA 2.5GHz RRH (1)2.5GHz 180' 1" 1 /2" 6' 9.8' COMMSCOPE iRET AISGv2.0 A.. ,N�/,O /,\J EXISTING SPRINT 1900MHZ '0, S QUAD ANTENNA W/ 1900HMZ `�C RRU (1 PER SECTOR - TOTAL 9,�0 ��1.7 ANTENNA SCHEDULE SECTOR ANTENNA FREQUENCY ANTENNA MFR. ANTENNA MODEL ANTENNA QUANTITY AZIMUTH RAD CENTER ANT. SIZE ELECT TILT MECH TILT ALPHA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 22 98.-0" 69.7" -2 0 BETA 2.5 GHz KMW ET-X-WM-18-65-8P 1 (PER SECTOR) 148' 98.-0" 69.7" -4 0' GAMMA 2.5 GHz KMW ET- X-WM-18-65-8P 1 (PER SECTOR) 279' 98'-0" 69.7" 7 0' REVIEWED FOR CODE COMPLIANCE APPROVED APR 28 2014 City of Tukwila Billl WING DIVISI0;2 OF 3) , �� �VJ -9�, o .\-)3 G TE 13 -0" 1 PROPOSED ANTENNA PLAN 22"x34" SCALE: 3/16" = '-0" NOTES / ANTENNA SCI IEDUL '1 11"x17" SCALE: 3/8 = 1'-0 B 8' 4' THE INFORMATION CONTAINED IN THIS SET or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTIICR THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. Spri nt -:),,,.. Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM DHD B 02-23-14 CD FINAL DHD C D RFCEIVED CITY OF TUKWILA APR 092014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHIT CT ID . STATE OF WASHINGTON SHEET TITLE: ANTENNA PLANS SCHEQULES SHEET NUMBER: A-4 REVISION: B DHD PROD. N0. 2014-027 $NEW SPRINT ANTENNA RAD CENTER 98'-0"± STOP OF ROOF 80'-0"± 4 AMSL 27'-0" (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (E) 3Y2"0 0.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (E) 3Y2" 0.D. PIPE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY I11 14 HFLEX EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ RRU (1 PER SECTOR, TYPICAL OF 3) (P) SPRINT HYBRID CABLE FROM (E) @ PENTHOUSE EQUIPMENT TO (P) RF FILTER T 11 m m T SOUTH ELEVATION EXISTING BUILDING 2 REVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION AMSL 4 7-0„ 22"x34" SCALE: 3/32" = 1'-0" ■ ■ ■ ■ 11"x17" SCALE: 3/64" = 1'-0" 8 4' 0" 8' EXTERIOR ELEVATION 12 SNEW SPRINT ANTENNA RAD CENTER 98' - 0"± ilii0TOP OF ROOF 80'-0"± L_ C P m m EXISTING SPRINT PENTHOUSE EQUIPMENT RCOM - EXISTING EQUIPMENT TO REMAIN L_ C (P) SPRINT 2.5GHz PANEL ANTENNA MOUNTD ON (E) 3Y2"0 O.D. PIPE - 1 PER SECTOR, TOTAL OF 3 (P) SPRINT 2.5GHz RRH MOUNTED ON (E) 3Y2" 0.D. PIFE. PROVIDE PIPE ADAPTER KIT TO SUIT IF NECESSARY J INI EXISTING SPRINT 1900MHZ QUAD ANTENNA W/ 1900HMZ RRU (1 PER SECTOR, TYPICAL OF 3) EXISTING ANTENNA STEALTH a,, ----- PANELS HFLEX- HFLEX- HFLEX- HFLEX- HFLEX- HFLEX C L_ L_ L HFLEX- L_ P I11 m 11 r- m m m m m r- r- m T m m m m C m m C 111 11 111 T (P) SPREN- HYBRID PENI F FROM (E) PENTHOUSE EQUIPMENT TO (P) RF FILTER 4 AMSL 27'-0" EAST ELEVATION 27 22"x34" SCALE: 3/32" = 1'-0" 1 11"x17" SCALE: 3/64" = 1'-0" 8' 4' 0" 8' EXTERIOR ELEVATION 14 pS ri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM DHD B 02-23-14 CD FINAL DHD C D RECEIVED OF TUKWILA CITY APR 09 2014 NOT FOR PEE#MITNCENSTEERED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT ID . STATE OF WASHINGTON SHEET TITLE: EXTERIOR ELEVATIONS SHEET NUMBER: A-5B REVISION: DHD PROD. NO. 2014-027 THE INFORMATION CONTAINED IN THIS SET or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. --REVIEWED FOR CODE COMPLIANCE APPROVED PR 2 8 2014 City of Tukwila BUILDING DIVISION MANUFACTURER: KMW MODEL: ET-X-WM-18-85-8P WEIGHT: 41.7 LBS DIMENSIONS: 69.7" X 12" X 4.3" FREQUENCY: REFER TO RF DATA SHEET SPECIFICATIONS ARE SUBJECT TO CHANGE W/ OUT NOTICE ;Iv RE CONNECTOR (TYP) ANTENNA INFORMATION PULLED FROM PRELIMINARY PRODUCT DATA SHEET BOTTOM (E) OR (P) PIPE MOUNT r FRONT 22"x34" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EQUPMENT DETAIL I 1 22"x34" SCALE: NOT TO SCALE 11'07" SCALE: NOT TO SCALE EQUPMENT DETAIL 12 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE EQUPMENT DETAIL 13 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ANTENNA DETAIL 14 2.5CHz RRI: W/ FINGER GUARD MANUFACTURER: SAMSUNG MODEL: XXXXXXXX XX WEIGHT: 59.5 LBS (27kg) DIMENSIONS: 15.5" X 18.6" X 9.45" PORTS: 8RF OUTPUT - MINI DIN SPECIFICATIONS ARE SUBJECT 10 CHANGE W/ ODT NOTICE 1'-3 1/2.. RF CALIBRATION PORT N-TYPE 8 RF OUTPUT PORTS - MINI DIN 0 000cl 0000 — II 0 0 FBER MPO �000 000 00000000000000000 0 0 00 00 00 00 00 00 00 00 0 00000000000000000 0 0 0 0 0 0 0 0 O 0 0 00 00 00 00 00 00 00 00 0 0 00 00 00 00 00 00 00 00 0 0 00 00 000000000000 0 O0O0O0O0O0O0O0O0O0 DC POWER O O O 0 0 0 0 0 0 0 00 00 00 00 00 00 00 00 0 O O O O O O O O 0 000000000000000000 000000000000000000 0 00 00 00 00 00 00 00 00 0 000000000000000000 000000000 8 CONNECTOR CONNECTOR 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE COBB B BBB 000 9 1/2" 0 0 0 0 0 0000 00000 0000 00000 0000 00000 000000000 000000000 O 0 v O 0 00 00 0000 O_O_ _0_0 2.5GHZ RRU MECHANICAL SPECIFICATIONS 16 PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA PROPOSED SAMSUNG MOUNTING BRACKET & HARDWARE EXISTING OR PROPOSED 33i"0 PIPE MOUNT PROPOSED ANTENNA - SEE DETAIL FOR ADDITIONAL INFORMATION 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE BOTTOM EXISTING OR PROPOSED 3XZ"0 PIPE MOUNT D" PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA D.- REAR PROPOSED SAMSUNG RRH MOUNTED BEHIND NEW ANTENNA PROPOSED SAMSUNG MOUNTING BRACKET & HARDWARE EXISTING OR PROPOSED 3/8"M PIPE MOUNT SIDE PROPOSED ANTENNA - SEE DETAIL FOR ADDITIONAL INFORMATION ANTENNA MOUNT PER MANUFACTURER RRU POLE INSTALLATION DETAIL 18 SPRINT 8T8R 2.5G RADAR FILTER DIMENSIONS: 12 "x8"x3" WEIGHT: 22 LBS MAX INPUT POWER: 30W AVERAGE 300W PEAK INDOOR / OUTDOOR USE 8 CHANNEL SANDPASS FILTER RADAR FILTER BRACKET PIPE MOUNT CLAMP AROUND EXISTING OR PROPOSED PIPE EXISTING TOWER LEG EXISTING TOWER MOUNT NEW HYBRID CABLE TYPICA. OF 3, HOISTING BY GRIP EVERY 200' 0" NEW SST ITANDAPONANGER (3) NEW BREAKOUT UNITS, TYP OF (1) PER SECTOR EXISTING SUPPORT ANTENNA FRAME- r STANDARD HANGER IN SNAP -IN FOR EXCESS CABLES .['I ilf illi6r--;1211-M.1110- 1OLOR CODEAND..I %. _I F FILTER (MEDUSA) I I I �. OUNTED TO (E) NTENNA TO (E)RM10 k NEW 3 1/2" OD. ANTENNA MOUNTING PIPE NEW SST TOWER STANDOFF ANDREW TYPE SST-31- NEW 3-1/2" 0.0, ANTENNA MOUNTING PIPE OAX BLOCKS NEW RFT CABLE MGER CABLE 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 2.5G RADAR FILTER DETAIL 110 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE SCHEMATIC MEDUSA & RRH DETAIL 112 pS ri nt> Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM DHD B 02-23-14 CD FINAL DHD C D CITY RECEIVED OF TUKWILA APR 0 9 2014 PERMIT CENTER N0- FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHIT CT ID . STATE OF WASHINGTON SHEET TITLE: EQUIPMENT DETAILS SHEET NUMBER: A-6 REVISION: B DHD PROD. NO, 2014-027 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER TIIAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. 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 FIRS' 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 PC51 +45' ANT 1 WHITE PCS2 -45' ANT 2 GREEN PCS2 +45' ANT 3 BROWN RET RET RED 22"x34 SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE COLOR CODING 1 SUPPLIER SAMSUNG MODEL NUMBER TYPE LENGTH RADIUS WEIGHT/LF (FT) INCHES (LOS) TYPE 1 30.-135' 1.35 1 #8 AWG TYPE 2 "36'-225' 1.5 1.5 #6 AWG TYPE 3 226'-390' 1 75 BUT LESS THAN 2" 2.0 #4 AWG 22x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE REVIEWED FOR CODE COMPLIANC APPROVED APR 2 8 2014 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" «328'-1" -420'-0" -550'-0" HYBRID POWER CABLE CONFIGURATION AWG AWG 10 1 PAIR, 12 3 PAIR AWG AWG 8 1 PAIR, 10 3 PAIR AWG 6 1 PAIR, AWG 8 I PAIR, AWG 10 2 PAIR AWG 6 1 PAIR, AWG 8 3 PAIR AWG AWG AWG 4 1 PAIR, 6 1 PAIR, 8 2 PAIR AWG 4 1 PAIR, AWG 6 3 PAIR AWG 2 1 ?AIR, AWG 4 3 PAIR CABLE DIAMETER 0.98" 1.06" 1.18" 1.18"/1.25" 1.25" 1.56" 1.69" BENDING RADIUS 11.81" 12.99" 15.35" 17.71" 17.71" 18.00730.00" 21.00735.00" OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE DU CABINET (POWER CABLE TERMINAL MAX SIZE AWG 4) 2 PAIR POWER AND CPTIC CABLE WITH PE FIPE RfJ CABLE POWER SPEC AWG 8, 0.57"-0.60" AWG 10, 0.45"-0.48" 8 AWG CABLES 4 PAIRS USE POWER PTIC CABLE OTECTION 2 PAIR POWER AND OPTIC CABLEAND WITH PE PIPE 2 PAIR POWER OPTIC CABLEAND WITH PE PIPE 2 PAIR POWER OPTIC CABLEAND WITH PE PIPE 2 PAIR POWER OPTIC CABLE WITH PE PIPE 2 PAIR POWER AND OPTIC CABLE AND WITH PE PIPE 2 PAIR POWER OPTIC CABLE WITH PE PIPE City of Tukwila BUILDING flaasj Th HYBRID CABLE TYPES 4 1 3/4" TAPE 7/8" SPACE PRST RING BETWEEN HYBRID COLOR CODE RINGS (4) PAIR COPPER TO RRU (6) FIBER CABLES HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) (4) PAIR COPPER TO CABINET (6) FIBER CABLES 1 3/4" TAPE 1 3/4" TAPE SECOND RING 7/8" SPACE THIRD RING (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER SECTOR) RINGS SECTOR) HYBRID COLOR CCDE 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 A?PLICABLE PER HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) 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 COI OR 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 BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 8. COLCR BAND ON JUMPERS SHALL BE 2" WIDE WIH A 2" SPACE. 1 3/4" SPACE BETWEEN HYBRID 1 3/4" TAPE CABLE COLOR CODE FIRST RING AND FREQUENCY FREQUENCY COLOR COLOR CODE CODE NO SPACE BETWEEN J CABLE 1 3/4" TAPE SECOND RING FREQUENCY COLOR CODE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) 1 3/4" SPACE BETWEEN HYBRID 1 3/4" TAPE 1 3/4" TAPE CABLE COLOR CODE FIRST RING SECOND RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR COLOR CODE CODE CODE ND SPACE BETWEEN CABLE FREQUENCY COLOR CODE (SEE TABLE FOR DETAILS) HYBRID CABLE CONNECTION AT CABINET 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 APPLCABLE PER RINGS SECTOR) RINGS SECTOR) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 1 3/4" SPACE FROM END OF 1 3/4" TAPE RING BREAK-OCT CYLINDER . FIRST RING HYBRID COLOR CODE TAPE (SEE TABLE FOR DETAILS) 2 FROM RRU 1 RRU & END OF JUMPER WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) HYBRID CABLE TO CABINET 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) WRAP TAPE AROUND CABLE. THREE TIMES, MIN. (TYP) 1 3/4" TAPE 1 3/4" TAPE 1 3/4" SPACE SECOND RING F RST RING BETWEEN CABLE CODE FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY CODE CODE COLOR CODE HYBRID CABI.F TO RRU 1 3/4" TARE THIRD RING CABLE # 7/8" SPACE 7/8" SPACE 1 3/4" TAPE THIRD RING CABLE # 1 3/4" SPACE 1 3/4" TAPE 1 3/4" TAPE BETWEEN CABLE CODE FIRST RING SECOND RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR COLOR CODE CODE / CODE LJ JUMPER CABLE CONNECTICN AT RRU AND ANTENNA ANTENNA & END OF JUMPER FROM ANTENNA 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE HYBRID CABLE COLOR DETAIL 1 12 Sprint)€.)i.Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNT" ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM DHD B 02-23-14 CD FINAL DHD C D RECEIVED C CITY OF TUKWILA APR 0 9 2014 NOT FOR CRUCTIONCUNLESS LABEL ED AS CONSTRUCTION SET 7473 REGISTERED ARCHIT CT ID STATE OF WASHINGTON SHEET TITLE: ANTENNA AND CABLE DETAILS SHEET NUMBER: RF-1 REVISION: B DHD PROD. N0. 2014-027 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. FI FCTRICAL NOTES DONE ALL ELECTRICAL WORK SHALL BE DO E IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL CODES AND ALL LOCAL AND STATE CODE. LAWS. AND ORDINANCES. PROVIDE ALL COMPONENTS AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. 2. CONTRACTOR SHALL COORDINATE WITH LOCAL POWER COMPANY FOR REQUIREMENTS OF POWER SERVICE LINE TO THE METER BASE, WHEN REQUIRED. POWER SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING. 3. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE REQUIREMENTS TO TERMINATE AT THE PPC CABINET. 4. CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANIES SPECIFICATION, WHEN REQUIRED. THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER COMPANY. 5. LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. 6. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 7. ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2-FEET OUTSIDE FENCED AREA. NEAR UTILITY POLE (IN FENCED AREA), OR END CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO SERVICE. 8. CONDUITS INSTALLED AT PCS EOUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T BE INSTALLED INITIALLY. PRCV•DE NYLON PULL CORD IN CONDUITS. 9. THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY OWNER AND 'NSTAL.EC BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER REQUIREMENTS. 10. LOCATION OF ELECTRC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL CONTRACTOR. 11. CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. 12. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN. 13. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING SHALL BE PER EXISTING FIELD CONDITIONS. 14. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN CR REQUIRED BY NEC. FI FCTRICAL NOTES (CAN'T) '6. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346-10. NO RIGHT ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR ALL CONDUITS 2" OR LARGER. 17. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING BUSHINGS. 18. ALL WIRE SHALL BE "TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWE. (18 AND LARGER SHALL BE CONCENTRIC STRANDED) 75 DEGREE C. (167 DEGREES F), 98' CONDUCTIVITY. MINIMUM #12. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES. J-BOXES, EQUIPMENT BOXES AND CABINETS WITH APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. 19. 20. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 21. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REOUIRED. 22. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. 23. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. 24. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL WIRING AND EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUBSTANTIAL COMPLETION. 25. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR CONSTRUCTION MANAGER'S APPROVAL. 26. AL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. 27. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDINGDO NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES ANO/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER. SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. 28. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED WITH THE OWNER'S REPRESENTATIVE AND EOUIPMENT SUPPLIER PRIOR 'O ROUGH -IN Of CONDUT AND WRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE INFORMAL ION AT -HE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM DESIGN AS SHOWN ON THESE DRAWINGS). 29. LOCATION OF ALL OUTLET, BOXES, ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. EXISTING: XC276 MODEL N SITE NUMBER: SE03 UMBER: VOLTAGE: 240V/200 PHASE MAIN BREAKER: 200 AMP BUSS RATING: MOUNT: SURFACE NEUTRAL BAR: ENCLOSURE TYPE: TBD N to GROUND BOND: PANEL STATUS: EXISTING INTERNAL TVSS: TBD 1 WIRE: 200 AMPS A/C: TBD GROUND BAR: TBD TBD TBD TBD TBD CKT LOAD DESCRIPTION BREAKERBREAKERBREAKER AMPS P01 ES STATUS BREAKER BREAKER P01 ES BREAKER AMPS I OAD DESCRIPTION CKT 1 SAMSUNG MMBS CABINET 100 2 NEW ,STATUS N/A N/A N/A BLANK 2 3 -- -- -- __ N/A N/A N/A BLANK 4 5 SAMSUNG BBU CABINET 15 2 NEW N/A N/A N/A BLANK 6 7 -- -- -- -- N/A N/A N/A BLANK B 9 BLANK -- -- N/A N/A N/A N/A BLANK 10 11 BLANK -- -- N/A N/A N/A N/A BLANK 12 INSUFFICIENT INFORMATION PROVIDED FOR AC DISTRIBUTION PANEL NOTES GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER COMPANY AND JURISDICTION. ADDITIONAI SUB PANFI. OFF THE PPC CABINET MIGHT BF REQUIRED TO FEED NEW NETWORK VISION EQUIPMENT. IREVIEWED FOR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION 22"x34" SCALE NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ELECTRICAL NOTES I 1 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE ELECTRICAL PANEL SCHEDULE 12 TO EXISTING UTILITY POWER SOURCE 200A EXISTING 200A METER/DISCONNECT SWITCH EXISTING SERVICE GROUND CIRCUIT SCHEDULE NO FROM TO CONFIGURATION ® SOURCE METER CENTER EXIST'NG ® METER/DSO TRANSFER SWITCH & LOAD CENTER EXISTNG C ® C TRANSFER SWITCH & LOAD CENTER GENERATOR RECEPTICLE EXISTING TRANSFER & LOAD CENTER SUB -PANEL MMBS CABINET EXISTING TRANSFER & LOAD CENTER SUB -PANEL BBU CABINET EXISTING J EXISTING LOADS (REFER TO PANEL SCHEDULE 200A 200A l EXISTING 200A GENERATOR RECEPTACLE TRANSFER SWITCH & LOAD CENTER EXISTING LOADS (REFER TO PANEL SCHEDULE EXISTING MMBS CABINET EXISTING BBU CABINET ALL EXISTING SPRINT GROUND BASED EQUIPMENT TO REMAIN - NO ADDITION SPRINT EQUIPMENT INSTALLED AT THIS TIME 22"x34" SCALE: NOT TO SCALE 11"%17" SCALE: NOT TO SCALE SCHEMATIC ONE -LINE DIAGRAM 112 Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM D-ID B 02-23-14 CD FINAL DHD C D CI ECEIVED OF TUKWILA R 0 9 2014 NOT FOR �C"I IL=TS CONSTRUCTION tQ.BELED AS SET 7473 REGISTERED ARCHIT CT ID . STATE OF WASHINGTON SHEET TITLE: ONE LINE DIAGRAMS SCHEDULES SHEET NUMBER: E-1 REVISION: B DHD PROD. NO. 2014-027 THE INFORMATION CONTAINED IN THIS SET or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH ROUTES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING TELCO ROUTE X X -X SPRINT TELE xX ■ pPC ■ _ CABINET METE• 1111111111. BOARD EXISTINGSPRINT POWER ROUTE�_T__EST �E _ �E -T T T �E E (E) sRRINT SPRINT BBU MMgS __ 11 / II / I / � , _, N A� m A x X x x —xx X ®(P) SPRINT HYBRID CABLE FROM (E) GROUND BASED _, , PPC MET•" CABINET EXISTING SPRINT _.. POWER ROUTE �� T�E�T T --E E -T �: SPRINT gBU _- 11 / // 11 / L i a z N 9 x x x x x x— EQUIPMENT TO (P) 2.5GHz RRH'S -t BOARD E EXISTING SPRINT TELCO ROUTE X x t_x (E) SPRINT M1+185 -X-- -X -x 11 X xX x xx 22"x34" SCALE NOT TO SCALE 11"x17" SCALE NOT TO SCALE EXISTING ROUTING PLAN I 1 22'x137" SSCALE NOT TO CALE: NOT TO SCALE PROPOSED TEMP. ROUTING PLAN I 2 ©(P) SPRINT FROM HYBRID (E) GROUND TO (P) CABLE BASED 2.5GHz _� t. _ E SPRINT eau // \- / —x x , ■ BPO METE' CABINET EXISTING SPRINT POWER ROUTE �_•--• T -E -T E �T N T O s m A x x x x —x ..Y REVIE'V�Ev r-UR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING DIVISION ®EQUIPMENT RRH'S EXISTING TELCO ROUTE -x x x SPRINT TELCO BOARD E T (E) SPRINT MMgS I 1 x x X x —x 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE NOT TO SCALE PROPOSED ROUTING PLAN 13 211"x137" SCALE NOT TO SCALE NOT TO SCALE NOT USED I 4 Sprint>:),.Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY 16038 SE03XCIO5H WY TUKWILA, WA 98188 KING COUNT" ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE CESCRIPTION INITIALS A 02-20-1A CD FRELIM DHD B 02-23-14 CD FINAL DHD C D C CITY RECEIVED OF TUKWILA APR 0 9 2014 P PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHIT CT ID . STATE OF WASHINGTON SHEET TITLE: CONDUIT ROUTING SHEET NUMBER: E-2 REVISION: B DHD PROD. NO. 2014-027 THE INFORMATION CONTAINED IN THIS SET or CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO SPRINT CARRIER SERVICES IS STRICTLY PROHIBITED. LEGEND / / (P) 2.5GHZ RRH, 1 PER ,11 •I / / / N.\ \ \ \ I / rr I f�l�ll� PANEL SECTOR, _ / I/ � ANTENNA W/ TOTAL OF 3 _= �, GROUNDING NOTES S (2). 2 AWG MIC 1 CONDUCTTOR_ 1TOLDGROUND GROUNDING BAR AROUTE CONDUSOLID CTORS 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 SIA.NLESS S'LEL. 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 TALL BLACK HEAT -SHRINKING OTUBE, BOLTEDUNDING BAR AND SIDE. ON THE BACK 600 VOLT INSULATIONON ALLS 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 SHAD BE TYPE AND PART NUMBER AS SJPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 8 SUPAPILERPROOFING OR RF OMMENDED BYSHALL BE PCABLE MANUF E AND PART CTURER. NUMBER AS 9. SUPPLIED AND INSTALLED BY CONTRACTOR. 10. 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 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 ADDITIONAI. 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 METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD Al 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. D. ANY DEFICIENT ITEMS IREPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING REQUIRED BY SPRINT. {� �/ ,{�_ ` REVIEYVEU 1 OR CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila BUILDING 'VISION / \\ I \ I \ \ \ �� I ' I \ / I I I I rMI / �� _ / ) \ � / \ / ■ AGB \ CONNECTION CONNECTION GROUND GROUND � \ CONNECTION BAR BAR '�, �' //' I \ / Na \ / / ' / / / / (E) GROUND ' VVV JMANUFACTURERS / / MASDTERROGROUND / BAR TO (E) / / BUILDING STEEL • O o CGB MGB EXOTHERMIC MECHANICAL COMPRESSION COLLECTOR EXTERNAL / // J — J / AGB ` 22"x34" 11"x17" SCALE: SCALE: 1/2" = 1/4" = 1'-0" 1 1 ANTENNA GROUNDING PLAN I 1 22'A34" SCALE: NOT TO SCALE " SCALE: NOT TO SCALE • • • , .. , .�. �_, 1 j�'� ,7 12 1.-0" 2' 1' 0" 2' X� x �X X I — — I I I I I I I 1 1 X isilleb- II CABINET METE'• — EXISTING HALO RING 11 11 (0 SPRENT I SPRINT BBU I MMBS I 11 ~ I / I / I / \ I I / 1 / I /1," I ➢ V\ EXISTING SPRINT TI \ MMBS & DONNE EDBU TO A I X �x x x �X �X 11 I I I — — — wax (E) SPRENT ,,B.,BBU MMBS _-_-_-..-•(P) I I � 1 / 1 \ I I / I I / 1..-I L/ \ \ I \ \ 1 L- =X X � X _� CABINET METE t* _ 8 ■ EXISTING HALO RING I 1 I I I I rI YDRID CABLE INTERNAL GROUND ~ WIRE TO BE TRIMMED I / \ TO FIT & ATTACHED �/ \ TO GROUND BAR EXISTING SPRINT r1 r. CONNECTED TO A I r. MASTER GROUND ;, c : MASTER GROUND m _ X �x x --- �—X X EXISTING SPRINT MASTER GROUND BAR TO EXISTING BUILDING STEEL _ �X l—_ �X X �x EXISTING SPRINT MASTER GROUND BAR TO EXISTING BUILDING STEEL 22"x34" 11"x17" SCALE: SCALE: 1/4" = 1/8" = EQUIP. GROUNDING PLAN (INTERIM) 13 2 "x 44" SCALE 1/4" - ;'-o" IniWTiil 4' 3' 7 1 0" 4' EQUIP. GROUNDING PLAN (FINAL) 14 1'-0" 1M111.1 1'-0" 4' 3' 2' 1' 0" 4' Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 HWY TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM DHD B 02-23-14 CD FINAL DHD C D RECEIVED C CITY OF TUKWILA APR 0 ;9 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHIT CT ID . STATE OF WASHINGTON SHEET TITLE: GROUNDING PLAN SHEET NUMBER: G-1 REVISION: B DHD PROD. NO, 2014-027 TIIE 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 PROIIIBITED. 4 [ANTENNA SECTOR 11 [ANTENNA SECTOR 21 1900 MHz SPRINT ANTENNA ■ 5I z w1 I EXIST. CGB ❑ _ _ HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR NEW GPS ANTENNA 10 AWG (P) 2.5 GHz SPRINT ANTENNA I li J T #10 AWG CIST. CGB ❑ L DC L FIBER (E) _#2 AWG 1900 MHz SPRINT ANTENNA HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR EXISTING UPPER TOWER GROUND BAR 10 AWG RtViC b. Jrt CODE COMPLIANCE APPROVED APR 2 8 2014 City of Tukwila ILDING DIVISION [ANTENNA SECTOR 31 1900 MHz SPRINT ANTENNA 5 I EXIST. CGB—— (E) #2 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR DCJ FIBER EXISTING DEI CABINET EXISTING CABINET (E) #2 AWG COAX #6 AWG WITH WEATHERPROOFING 2 AWG 0 EXISTING FINAL GROUNONG B Es Es 0 1. ES 0 L L EXISTING LOWER TOWER GROUND BAR 2 AWG 0a 0 zl 0I NEW MMBS CABINET 1 a �I o_ of o_o I 0 EMMBS GND BAR 2 AWG HYBRID CABLE INTERNAL GRD WIRE TO BE TRIMMED TO FIT AND ATTACHED TO GRD BAR LXIS1ING BBU CABINET 0 EXISTING #2 AG GROUNDS TO EXISTING GROUND RING EXISTING #2 AG GROUNDS TO EXISTING GROUND RING SPRINT M/W ANTENNA 10 AWG L DC / FIBER (P) 2.5 GHz SPRINT ANTENNA 1 I I I� I I J Y #10 AWG 1 J LEGEND • EXOTHERMIC CONNECTION ❑ MECHANICAL CONNECTION o COMPRESSION CONNECTION CGB COLLECTOR GROUND BAR MGB 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 PROCEDURES. GROUND CONDUCTOR SHALL HAVE A MINIMUM 24" BENDING RADIUS. 2. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE WITH (2) TWO COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE (ALUMINUM). 3. ALL ELECTRICAL & MECHANICAL GROUND CONNECTIONS SHALL HAVE ANTIOXIDANT COMPOUND APPLIED TO CONNECTION. 4. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT EXCEED 5-OHMS. 5. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT AS FOLLOW: 1. ONE (1) COPY TO OWNER REPRESENTATIVE 2. ONF (1) COPY 10 ENGINEER 3. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 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-2. 8. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2 AWG SOLID BARE AS REQUIRED. 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BF SOLID BARE. 22"x34" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE GROUNDING RISER DIAGRAM 14 Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 02-23-14 ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM DHD B 02-23-14 CD FINAL DHD C D RECEIVED CITY OF TUKWILA APR 0 9 2014 PERMIT CENTER NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHIT CT ID . STATE OF WASHINGTON SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-2 REVISION: B DHD PROD. NO, 2014-027 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. NOTES: 1. DO NOT INSTALL CABLE DIRECT GROUND WIRE 2. WEATHER PROOFING SHALL AS SUPPLIED OR RECOMMENDED 7------�-� CONNECTOR WEATHERPROOFING KIT (TYP.) SEE NOTE 2 GROUND DOWN RRU TO BE ANDREWS. TO ANTENNAS KIT AT A BEND AND ALWAYS ANTENNA GROUND BAR. (TYPE & PART NUMBER BY CABLE MANUFACTURER.) TOTAL OF 6 LINES PER SECTOR �F THE SITE HAS BOTH 800 & 1900 KIT (TYP.) STANDARD GROUND KIT (TYP.) (SEE DET/3 E-5) ANTENNA CABLE TO SHELTER (TYP,) ANTENNA GROUND AWG BAR, SIMILAR TO TO 24".r INSPECTION ANTENNA CABLE ,,.12" I I WINDOW REQUIRED FOR BUI1 CONDUCTOR ALL INTERIOR INSULATION UP - - EXTERNAL TWO -HOLE AGAINST THE WEATHERPROOFING KIT 2 1/2'0 MAX. TOOTHEAD CONNECTORS CONNECTOR 3/8"0z1 1/4" BARREL 1/4" MIN " (SEE NOTE 3) S/5 NUT MINA CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) (SEE NOTE 1 & 2) S/S ASHERCK S/S FLAT MEI MalWEATHERPROOFING WASHER mrnii = IriffrM IN LABEL CONNECTION OF CABLE GROUND KIT TO m����� ! ��� CLEAR HEAT ANTENNA CABLE N. M SHRINK • MIMI =MI TINNED COPPER ni DONEE CLEAR NOTES: 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 GROUNDING BAR HEAT SHRINK -S/S FLAT WASHER S/S BOLT (1 OF 2) "DO #6 CONTRACTOR TO K16-057. MOUNT VERIFY THAT 1HE GROUND BAR NEAR TWO -HOLE LUG. 3, WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING TAPE KIT, COLD SHRINK SHALL NOT BE USED. NOT DISCONNECT" TAG ON ALL GROUND BAR INTERCONNECTS AND EQUALIZERS GROUND BAR ,S TOP OF MONOPOLE, TOWER OR GROUNDED TO THE g WAVEGUIDE TOWER OR RING I LADDER. 22"x34" SCALE NOT TO SCALE NOT USED I 11"x17" SCALE: NOT TO SCALE 1 11"x37"4" SCALE NOT TO SCALE SCALE: NOT TO SCALE COAX TO ANTENNA GROUND 12 22"x37" SCALE: NOT TO SCALE 4" SCALE: NOT TO SCALE CABLE GROUNDING J 3 11"x37" SCALE: NOT 70 SCALE 22"x4" SCALE NOT TO SCALE TWO HOLE LUG 14 \ 111 \ TYPE SS TYPE TA TYPE _ ` GT TYPE GR RRU GROUNDS STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED GROUND BAR ON ANTENNA TOWER #2 TINNED MOUNTING VO. '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 0 QOO OO 0 0000 0 O O 0 0 0 o O O O 0 0 0 0 0000 O o 0 O EXISTING 4"x12"x1/4" TH .. REVfEir^Yr j , j �_ CONNECTIONS. ND EAR & �� �— V s� TINNED CODE COMPLIANCE APPROVED TYPE VB • / TYPE HS TVPE HA `� I ��` TYPE VS ; \�R TYPE GL LUG TYPE PG TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"SIAINLESS STEEL HEX HEAD BOLTS AND HARDWARE. 1 APR 2 8 201 4 City of Tutcv,jla BUILDING DIV:SIQ 22"x34" SCALE: NOT TO SCALE TYPICAL EXOTHERMIC WELD CONNECTIONS 11"x17" SCALE: NOT TO SCALE 16 22"x34" SSCALE: NOT TO SCALE CALE: NOT TO SCALE SECTOR GROUND BAR CONNEC 11ON5 8 L8 HOUSING FOR ELECTRIC CONDUIT 2" PORT #6 AWG GREEN STRANDED CU GROUNDING CONDUCTOR FROM RRU UNIT TC #2 AWG GROUNDING CONDUCTOR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED NOTE: 'PRSURFACE BETWVIDE OX EENGLUGSE ANDTGROUND TBAR GROUND BAR ON WALL, FLOOR OR ON ANTENNA TOWER n -\/�n - - GROUND LEADS TO EACH _� SECTOR GROUND BAR COAX CABLE \ GROUND LEADS /-/�\ _ - THIN WALL C-TAP W/PINK DYE T INDEX (SEE NOTES) 2" LIQUID TIGHT CONDUIT FOR HYBRID ♦ MMBS CABINET_ 0 /r TIGHT / COUPLING 111 #88711 BATTERY CABINET o ADAPTOR CABLES #6436 2" L QUIDTIGHT c T I. CONNECTION TO GROUND "- �� 2" RGS �A/C CONDUIT a ��j ` O ' O 00000000000000000000 O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOO O O O O O O O O n �/ J / EXISTNG GROUND BAR / & CONNECTIONS /// COUPLING #88711 BAR INSIDE CABINET I 1 #2 AWG STRANDED CU GROUNDING CONDUCTOR NOTE: CONTRACTOR TO SURROUND COMPLETED CONNECTION W/ WEATHER PROOFING ENSURE WEATHER PROOF CONNECTION. TAPE TO l 2" RGS ----"----.1'-w A/C o. 2 LIQUID TIGHT COUPLING #88711 CONDUIT 2" RGS DC- 2" LIQUID " GROUND BARS AT OF TOWERS OR SHALL USE EXOTHERMIC CONNECTION. L_J `1\\ BOTTOM MONOPOLES TWO -HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 BOLTSTAINDESS STEEL HEX HEAD BOLTS AND HARDWARE. EXOTHERMIC WELD WITH #2 AWG SOLID TINNED RARE CU WIRE OR STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION TO ANTENNA EQUPMENT STRUCTURE, BUILDING, RING GROJND OR MGB --v DETAIL 12 CONDUIT TO NEW MMBS TIGHT #8435 CABINET #2 GREEN S S EXISTING GROUND RING MGB #2 TINNED BCW RING --- EXOTHERMIC WELD DIAGRAMMATIC LAYOUT ONLY. MAY /gVAARY..22"x34" SCALE NOT TO SCALE �1K1 ''�sTI �f�7' I ,,"x17" SCALE: NOT TO SCALE `�' ""' `� ""O`^• `D "�"• �� 1 T CONNECTION 121%17" SCALE: NOT TO SCALE SCALE NOT TO SCALE �-• �O• `E��O• I 10 22%34" SCALE NOT TO SCALE 11"x17" SCALE: NOT To SCALE TOWER MASTER. GROUND BAR CONNECTIONS 12 Sprint) Select Site Acquisition, LLC P.O. Box 1292, Maple Valley, WA 98038 Office 206-790-4655 PROJECT INFORMATION: WEST VALLEY HWY SE03XC105 16038 WEST VALLEY HWY TUKWILA, WA 98188 KING COUNTY ISSUED DATE: 02-23-14 _ ISSUED FOR: BUILDING PERMIT REVISIONS REV. DATE DESCRIPTION INITIALS A 02-20-14 CD PRELIM D-ID B 02-23-14 CD FINAL D-ID C D RECEIVED CITY OF TUKWILA APR 0 9 2014 PERMIT CENTER NO- FOR CONSTRUCTION UNLESS _ABELED AS CONSTRUCTION SET 7473 REGISTERED ARCHITECT •ID . STATE OF WASHINGTON SHEET TITLE: GROUNDING DETAILS SHEET NUMBER: G-3B REVISION: DHD PROD. N0. 2014-027 INC 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. City of Tukwila Department of Community Development 9/2/2014 JUSTIN ABBOTT 870 ORAVETZ RD SE AUBURN, WA 98092 RE: Permit No. D14-0111 SPRINT 16038 WEST VALLEY HWY Dear Permit Holder: Jim Haggerton, 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 10/26/2014. 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 10/26/2014, 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, OV6 er Marshall t Technician D14-01 11 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D14-0111 DATE: 04/09/14 PROJECT NAME: SPRINT SITE ADDRESS: 16038 WEST VALLEY HWY X Original Plan Submittal Revision # before Permit Issued Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: Building Division Building Division ■ bl c as144 - 141/A AY/4— Fire Prevention Structural 0404-1.1(4 Planning Division Permit Coordinator 11 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 04/10/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required El Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 05/07/14 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 WESTOWER COMMUNICATION° TNC Page 1 of 3 InWashington State Department of Labor & Industries WESTOWER COMMUNICATIONS INC Owner or tradesperson JARVIS, MIKE ARTHUR Principals JARVIS, MIKE ARTHUR, PRESIDENT BARKER, J JOHN EDWARD, VICE PRESIDENT CARR, MICHAEL DOUGLAS, TREASURER PAYNE, CALVIN JAY, DIRECTOR MARTINICH, MATTHEW, VICE PRESIDENT (End: 01/26/2011) Doing business as WESTOWER COMMUNICATIONS INC WA UBI No. 601 979 870 16259 SE 120TH AVE., STE 201 CLACKAMAS, OR97015 503-210-1000 Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WESTOCI975J8 Effective — expiration 04/28/2003-12/14/2014 Bond HARTFORD FIRE INSURANCE Bond account no. 52BSBAD6506 $12,000.00 Received by L&I Effective date 04/28/2003 04/02/2003 Insurance Hartford Fire Ins Co $1,000,000.00 Policy no. 20ECS000527 Received by L&I Effective date https://secure.lni.wa.gov/verify/Detail.aspx?UBI=601979870&LIC=WESTOCI975J8&SAW= 04/29/2014