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HomeMy WebLinkAbout16404 SMOKEY POINT BLVD_BLD1374_2026 KMW EDTA (Electrical Down Tilt Antenna) RF&Microwave Products Field Replaceable Internal RET 817-869MHz, XX-Pol., H65° / V8°, ET0-8* AISG 1850-1995MHz, XX-pol., H60° / V5°, ET0-8* Msw In[er4ce$dIMVA Graq 2496-2690MHz, XXXX-pol., H70° / V5°, ET0-6° • Electrical Specification Product Number ETCR-654L12H6 Frequency Range 817-869MHz 1850-1995MHz 2496-269OMHz 3dB Horizontal 65+50 60 +50 70+50 Beam-Width Vertical 8° ±1° 5° ±1° 5° ±1° Gain(dBi) 15.0 ±0.5 18.0±0.5 18.0 ±0.5 Electrical Down Tilt Range 0-8° 0-8° 0-6° 15'Upper Sidelobe Suppression >18dB(up to 15' EL) > 18dB(up to 10' EL) >18dB(up to 10' EL) Front-to-Back Ratio @180±15°(Total power) >25dB >28dB >28dB Polarization Type Dual, Slant±45' Dual,Slant±45' Dual,Slant±45' Cross-Polar -3dB HBW > 15dB >15dB > 13dB Discrimination(XPD) ±60' > 10dB >10dB >7dB Input Maximum CW Power 250W 250W 25OW Impedance 500 500 500 VSWR < 1.43: 1 <1.43 : 1 < 1.43: 1 Intra Array >26dB >28dB >26dB Port Isolation Inter Array >28dB,Co Pol. >24dB, Co Pol. 80OMHz//190OMHz:>28dB Inter Band 80OMHz//260OMHz:>28dB 190OMHz//260OMHz:>28dB Passive Intermodulation,IM3(@2x43dBm) <_-11 OdBm <_-110dBm <_-105dBm Operation temperature -40°C to+55°C Antenna Control Interface Field Replaceable Internal RET,AISG2.0 • Beamforming Specification Cross Pole Configuration @2600MHz 0.65A Broadcasting Gain,dBi 17.5 beam Horizontal Beamwidth,deg. 65' +5° Gain,dBi 22.5 ±0.5 Service beam boresight Horizontal BW,deg. 20' • Mechanical Specification Dimension(Length x Width x Depth) 2156mm x 533mm x 160mm(84.9"x 21.0"x 6.3") Antenna Weight 38.5kg /84.9lbs Adjustable Clamp Weight 6.4kg/14.1lbs Fixed Clamp Weight 1.8kg/4.Olbs Max.Wind Speed 67m/s(150mph) Wind Load(@100mph),Front/Side/Rear 1763 N/529 N/1763 N(397 Ibf/119 Ibf/397 Ibf) Connector(Type/Position) 8 x 7/16"DIN(Female),8 x MINI DIN(Female), 1 x N type(Cal Port,Female)/Bottom •Specifications are subject to change without notice.September 23rd,2016 PnifWaent 1818 E. Orangethorpe Avenue, Fullerton CA 92831 USA Gt�Y Off, COMMERCIAL REMODEL NG�p� PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. ❑ One (1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) ❑ One (1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Two (2)Architectural Drawings ❑ Two (2) Structural Drawings ❑ Two (2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) ❑ One (1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 7 t1T Y O� COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code (IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code (IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2009 Accessible& Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2 & IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 7 G1TY COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. SITE PLAN -.REQUIRED WITH ALL SUBMITTALS (May be iciuded as part of the Architectural Drawint, cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks, easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer, gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. [x_1 ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type (show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation (show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '/4-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new, existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls, doors,windows, etc. REV 2015 Page 3 of 7 t1T Y O� COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations. m) Provide a legend that distinguishes existing walls, walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum '/4-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size, spacing, span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks (if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less, show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 7 t1T Y COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at (425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications. To determine if your project requires an intake appointment, to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at (360)403-3551 or by email to cedCcDarlingtonwa.gov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 t1T Y . r . COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION PLANS, TWO (2) SETS OF SPECIFICATIONS, TWO(2) SETS OF STRUCTURAL CALCULATIONS, ONE(1) SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: (x) Commercial Remodel ( ) Commercial Addition ( ) Tenant Improvement Project Address: 16404 Smokey Point Blvd,Arlington,WA 98223 Parcel ID#: 3105-290-010-150-0 Remove 5 existing antennas and add 3 new antennas and 3 new remote radio SEC 29 TWP 31 RGE 05S1/3 OF S1/2 OF SE1/4 NE1/4 LY E OF Project Description: Units and filters Legal Descrlptlon:S/HY EXC E 490.18FT THOF AKA LOT 2 OF RALPH&MARY NONTY'S BSP REC VOL 1 OF BSP'S PG 208 AF NO 9009125003 Project Valuation: $20,000.00 Owner: Larry G.Prewitt Phone Number: Address: 14721 Evergreen Way City: Stanwood State: WA Zip Code: 98292 Contact Person: Nancy Sears Phone Number: 425-444-1434 Cell Phone: E-mail: nancy.sears@smartlinkllc.com Address: Smartlink 50 116th Ave SE#210 City: Bellevue State: WA Zip Code: 98004 Contractor: TBD Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Plumbing Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: REV 2015 Page 6 of 7 t1T Y COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Project Name/Tenant SE03XC229 Site Address 16404 Smokey Point Blvd,Arlington,WA 98223 Bldg./Unit/Suite IBC Construction Type 2015 IBC Occupancy Type u Description of Use Rooftop Wireless Communications Facility Building Square Footage n/a Number of Stories Square Footage per Floor Will there be any installation, modification or removal of the following? (Check all that apply) N/A ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids (tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents (>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Digitally signed by Nancy Sears Nancy Sears mallw......aAlnkllc oo=D=a,,, u=51ces,ou=Bellevue. Nancy Sears. mail2_03,912:3A7-nkllccom Dade:201I 03 0912:03:0�-08'00' Applicants Signature Nancy Sears S/9/17 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 7 of 7 PLANS PREPARED FOR: Sprint _)PI, 15395 BE 30TH PL BELLEVUE,WASHINGTON 98007 ri n t PLANS PREPARED BY: INFlNIGY FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE BE,SUITE 210 SITE NUMBER : SE03XC229 ADDRESS : 16404 SMOKEY POINT BLVD BELLEVUE,�ER 49-059900q SITE NAME : SMOKEY POINT ARLINGTON, WA 98223 SITEACO SITE TYPE : ROOFTOP COUNTY: SNOHOMISH 0 smartlink RAD CENTER: 45'-0" JURISDICTION : CITY OF ARLINGTON 50116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 PROJECT SUMMARY: SHEET INDEX: ENGINEERING SITE ADDRESS: SHEET: DESCRIPTION: CQ 16404 SMOKEY POINT BLVD it Q�WA.S A- ARLINGTON,WA 98223 T-1 TITLE SHEET 'YC T-2 SPECIFICATIONS& NOTES c__0 LARRY G. PREWITT A-1 SITE PLAN14721 EVERGREEN WAY A-2 ENLARGED SITE PLAN STANWOOD,WA 98292 A-3 ELEVATIONS A-4 ANTENNA PLANS&SCHEDULES PROPERTY OWNER: •'•� APPLICANT: A-4.1 EQUIPMENT DETAILS A-4.2 EQUIPMENT DETAILS JOB _ Py SPRINT A-5 GROUNDING PLAN &SINGLE UNE DIAGRAM ALPHA/BETA) •� 15395 SE 30TH PL A-&I GROUNDING PLAN &SINGLE LINE DIAGRAM GAMMA) 4S1cS�3 BELLEVUE,WASHINGTON 98007 Q REPRESENTATIVE: TERYLE WIEGEL(425) 761-4323 © •ISj•Ell CONSTRUCTION MANAGER: JIM ZACHARIASEN (425) 387-2404 T©� BUILDING SUMMARY: 1 OCCUPANCY CLASSIFICATION: U �_ - TYPE OF CONSTRUCTION: TYPE V-B // ZONING: HC-HWYNO SEATOMM'L PROJECT DESCRIPTION: AREA OF CONSTRUCTION: NO INCREASE AT THIS TIME, ASSESSORS PARCEL NUMBER: 3105-290-010-150-0 DRAWING NOTICE: LATITUDE: 48.1455442 LONGITUDE: -122.185909 SPRINT PROPOSES TO MODIFY AN EXISTING SITE AS FOLLOWS: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE • REMOVE(5)EXISTING PANEL ANTENNAS THE SOLE PROPERTY OF SPRINT AND MAY NOT BE • INSTALL(3) NEW PANEL ANTENNAS REPRODUCED,DISSEMINATED OR REDISTRIBUTED • INSTALL(5) NEW RRUS WITHOUT THE EXPRESS WRITTEN CONSENT OF • INSTALL(3) NEW FILTERS • PAINT TO MATCH AS REQUIRED © CITY OF ARLINGTON /� REV1SfONS� THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN EXISTING - BUILDING DEPARTMENT DESCRIPTION DATE BY REV UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY SPRINT IN ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY SPRINT. INFlNIGY HAS PROVED INCORPORATED THIS SCOPE OF WORK IN THE PLANS. THESE PLAIDS ARE NOT FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING STRUCTURAL STABILITY AN PREPARED BY A LICENSED STRUCTURAL ENGINEER. STRUCTURAL ANALYSS MUST INCLUDE BOTH TOWER AND MOUNT. ^ A,� CONSULTING TEAM: APPROVALS: Go g1e NO CHANGES AMOMM FORCONSTRUCTION 0306/L7 �EAN ARCHITECTURAL&ENGINEERING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND UNLESS APPROVED BY THE REVISED SOW 03/Ol/l7 INFlNIGY ENGINEERING AUTHORIZETHE CONTRACTORTO PROCEED WITH THE CONSTRUCTION DESCRIBED BUILDII ISSUED FOR REVIEW 02/08/l7 50 116TH AVENUE SE, SUITE 210 HEREIN.ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL t �L/.►i_ BELLEVUE.WASHINGTON 98004 BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. i r'S9'7Q IO Ts `s SITE NAME: PHONE: :DOS 201-42AJ SMOKEY POINT CONTACT:JOSEPH BOGAJCZYK PRINT NAME SIGNATURE DATE APPLICABLE CODES: PLAN CHECK COMMENTS: Sf1E ACQUISITION: �SPRINT SITE#: 50116THSMARTUNK LLC SE03XC229 50 116TH WA SE, SUITE 210 PROJ MANAGER ALL WORK SHALL T PERFORMED AND MATERIALS INSTALLED S ACCORDANCE 1. BELLEVUE, 6) 74-00 98004 WITH THE CURRENT EDITIONS OF THE FOLLOWING CITES AS ADOPTED BY PHONE: (406) 749-0046 THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONTACT: BRIANNE PETERSEN CONST. PM. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 2. SITE ADDRESS: RF ENGINEER1. 3. 16404 SMOKEY POINT BLVD ZONING: 2. TA-ELAn 22-0 OR LATEST EDITION 15 IBC) SMARTUNK, LLC SITE ACO. REP. 3. NFPA 780 - LIGHTNING PROTECTION CODE 50 116TH AVE SE, SUITE 210 4, NATIONAL ELECTRIC CODE(2014 NEC) ARLINGTON,WA 98223 BELLEVUE,WASHIN5)44 TON-14 98004 5. NATIONAL OR LOCAL APPUCABLE CODES,MOST RECENT EDITIONS PHONE:(425)444-1434 PLAN- CONSULTANT 6. LOCAL AMENDMENTS TO THE ABOVE,WHERE APPLICABLE CONTACT: NANGY SEARS 7. CnY/COUNTY ORDINANCES SHEET DESCRIPTION: PROP.OWNER 8. LIFE SAFETY CODE NFPA-101 SPRINT REP. Mn TITLE SHEET ago$ SHEET NUMBER: Kn call before low. ` ���,L www before you dig. u `( T_ 1 www.call811 com 1 1 PLANS PREPARED FOR: GENERAL SPECIFICATIONS PAINTING NOTES &SPECIFICATIONS STRUCTURAL SPECIFICATIONS \ Sprint j 1.THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET A GENERAL A. GENERAL 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION"ARE FACILITIES AS REQUIRED BY THE PROPERTY OWNER,SPRINT,AND THE CITY C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. OR GOVERNING AGENCY. 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS 1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS 15395 SE 30TH PL 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE SPECIFICALLY NOTED OTHERWISE BY SPRINT. FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON APPROVED BY A TESTING AGENCY. BELLEVUE,WASHINGTON 98007 2.THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. EXEMPT FROM ADA ACCESS REQUIREMENTS. SITE.THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES 8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED INSPECTION BY THE RESPONSIBLE BUILDING AGENCY.ONE SET OF REDLINED PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON THROUGH REINFORCING STEEL(AS IN WALLS, COLUMNS, CAISSON, 3.PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS PARTICIPATING SHALL PLANS PREPARED BY: DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. PLANS, SECTIONS AND DETAILS. AND DROP CAPITALS SO AS TO CAUSE SEGREGATION OF AGGREGATES. VISIT THE JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING ) O CONFIRM THAT THE PROJECT CAN BE aCCOMPUSHED AS DESIGNED HEREIN, AINING SUFFICIENTINGTIMEWITH USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE PRE E AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS TOETHISEPROJECT SHALLST EDITION OF ABE KEPLL MITNED PLFANABOXFAND SHALL NOVED PLANS T BEUSED RECOMMENDED BYMANUFACTURER FOREEN EXISTING WEATHPROVISIFER CONDITIONS.NS ASB. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. I N F I N I Y AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION,ELECTRICAL, OVER GENERAL NOTES AND TYPICAL DETAILS. G MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH BY WORKERS.ALL CONSTRUCTION SETS SHALL REFLECT THE SAME 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT CONSTRUCTION.SHOULD ANY ERRORS,OMISSION, TE DISCREPANCIES BE C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL FOUND,THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, ONE COMPLETE SET MI PLANS WITH ALL REVISIONS,ADDENDA AND CHANGE MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED TAKE PRECEDENCE OVER THE SPECIFICATIONS. REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. FROM ZERO TO I N F I N I GY THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT. ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE BY SPRINT. CARE OF THE CONSTRUCTION SUPERINTENDENT. tF1E!SOlUt10115 are E!I1C))E!55 4.IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS,THE CONTRACTOR 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON SPRINT CONSTRUCTION MANAGER. DIMENSIONS NOT SHOWN. AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS 50 116TH AVENUE SE,SUITE 210 SPECIFICALLY DIRECTED OTHERWISE BY SPRINT. A DISCREPANCY EXISTS A DAILY BASIS,EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO BELLEVUE,WASHINGTON 98004 AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED,THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL B. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY FACE OF BAR SHALL BE AS FOLLOWS: OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS GRIT SANDPAPER AND NON-HYDROCARBON WASH. PREPARE GALVANIZED UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. UPON COMPLETION WORK.ALL AREAS ARE TO BE LEFT IN A BROOM JOB NUMBER 499-035 CLEAN CONDITION ATT THE END OF EACH DAY THEN AT A VACUUM CLEAN SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" 5.THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED CONDITION AT COMPLE,TION OF WORK.FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE SSPC-SP1. SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" TO BE FOR DIAGRAMMATIC PURPOSES ONLY. FIGURED DIMENSIONS HAVE C. WALL, EXTERIOR FACE 1-1/2" SITE ACQ: S " PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE 7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER PROTECTIVE 4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRECEDENCE OVER SMALL SCALE DRAWINGS.CONTRACTOR HALL CHECK THE 25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE D. WALL, INTERIOR FACE )" ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. SURFACES AND FACILITIES. THE SAFETY OF THE WORK UNTIL IT IS COMPLETED. THIS INCLUDES E. STRUCTURAL SLABS 3/4" DO NOT FABRICATE ANY MATERIALS,OR BEGIN ANY CONSTRUCTION UNTIL THE UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. F. JOISTS 3/4" rYl r I i n k ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL 26. ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. S. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH G. BEAMS, GIRDERS & COLUMNS 1-1/2" S [ . t FIELD DIMENSIONS. SUCCEEDING ENAMEL COAT ON FLAT SURFACES.APPLY MATERIAL TO 5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. V �/� 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN 6.THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS INDICATED. OF CONSTRUCTION. EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE FACILITY AND PROJECT SITE. BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING AL NOT LESS THAN ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 8. WATERPROOFING: WATERPROOFING AND DRAINAGE DETAILS OR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL 50 116TH AVENUE SE,SUITE 210 7.CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER,THE 2-A OR 2-AtOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE BELLEVUE,WASHINGTON 98004 PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED THE PROJECT AREA UNDER CONSTRUCTION. 10. CONTRACTOR SHALL CORRECT RUNS,SAGS, MISSES AND OTHER DEFECTS INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO NOTIFY THE SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS IMPRACTICAL, UNSUITABLE,UNSAFE,NOT WATERPROOF,OR NOT WITHIN INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY OBTAINED FROM THE STRUCTURAL ENGINEER. CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES INADEQUATE OR IMPROPER CONDITIONS. ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE AND 810. THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE 12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL ENGINEERIN INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES FROM BLEMISHES. B. STEEL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS MODIFICATIONS MAY DE REQUIRED TO SUIT JOB CONDITIONS,AND SHALL SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR OF THE SLAB. CONDUIT SHALL NOT BE EMBBEDED IN A SLAB THAT C^ BE INCLUDED AS PART OF THE WORK. SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. B. PAINTING SCOPE 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS v IS LESS THAN \!V THICK, UNLESS SLAB IS LOCALLY THICKENED. 8.EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN MINIMUM CLEAR DISTA DISTANCE BETWEEN COUNDUITS SHALL BE SIX INCHES. CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN 31. UPON COMPLETION OF CONSTRUCTION,SPRINT CONSTRUCTION MANAGER 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC. +.., ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE WITH THE COATING SYSTEM INDICATED. 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN OF PROPERTY OWNER. 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INSERTS, ETC., SHALL BE WELL SECURED IN POSITION PRIOR TO BE MADE BEFORE PROCEEDING WITH THE WORK. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM PAINTING SCOPE NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR >, COATING DO NOT ASTM A-325 IS ALLOWED. y 9.THE CONTRACTOR SHALL VERIFY ALL TELEPHONE&RADIO EQUIPMENT EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE SURFACE TO BE PAINTED SYSTEM PAINT PAINT JNI� LAYOUTS,SPECIFICATIONS, PERFORMANCE,INSTALLATION AND FINAL LOCATIONS PROJECT BY SPRINT. BTS UNIT WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK.THE ALL EouIPMENTB CABINETS OTHER THAN THE BTS 3. STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM 14. CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUNDCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE UNIT A53. IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON ERICSSON RADIO SYSTEMS. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY ANTENNA COVERS,TILT BRACKETS,MOUNTING CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED pdOTHERWISE INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE BRACKETS AND ASSOCIATED HARDWARE.CABLE AND SEEPLANS SEEPLANS 4. STEEL TUBING SHALL BE GRADE "B"CONFORMING TO ASTM A500. TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE 10.ALL SYMBOLS&ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED CABLE COVERS EXPOSED TO VIEW,EXPOSED LPRECEDENCE. OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY .J(7i1.�CONDUIT AND HANGERS,ETC.CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING FLASHING UNITS,METAL TRIM AND OTHER METAL 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. MINIMUM PERIOD.THEIR EXACT MEANING,THE SPRINT CONSTRUCTION MANAGER AND THE SURFACES ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. IS'IS ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR STUCCO,CONCRETE,CONCRETE BLOCK AND X SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS PROCEEDS WITH THE WORK. CEMEOOD,L TYPE ANDWOO TRIM BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. SIPA�fy , PLYWOOD,STYPE FINISH DWSYSTEMM INCLUDING SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING 11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND THE BACK SIDE OF ALL SCREENWALLS x SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. D. TIMBER INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE DRYWALL x THOSE IN THE COST OF THE WORK ROOFING &WATERPROOFING NOTES SPRINT. DRYWALL POLES x g, THE FOLLOWING WELDING EQUIPMENT MUST BE USED: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE N0. 1 METAL POLES AND METAL POLE STAND-0FF x A. 250 AMP WELDERS. GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE ON THE 3-6-1 7 12.THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL B. ROD OVENS. DRAWINGS. WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE, USING HIS 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS C. COATING SYSTEM SPECIFICATIONS C. GRINDERS. OR HER BEST SKILL AND ATTENTION.THE CONTRACTOR SHALL BE HELD UNDER WARRANTY.CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 DRAWING NOTICE: RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES, ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING 1. DTM ACRYLIC COATING SERIES B66 BY SHERWIN WILLIAMS CO. iMIL 7. NO BUZZ BOXES SHALL BE USED. GRADE DOUGLAS FIR, 545, UNLESS NOTED OTHERWISE ON DRAWINGS PROCEDURES,SEQUENCES,AND COORDINATION OF ALL PORTIONS OF THE WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT ( ) CONTRACTED WORK. OFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER THESE DOCUMENTSARE CONFIDENTIAL AND ARE OF THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS (B66A50). 8. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL 3. STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL 13.WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND,THE CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATIOT, LUMBER SHALL BE NO. 2 OR STD & BTR GRADE DOUGLAS FIR, S45. THE SOLE PROPERTY OF SPRINT AND MAY NOT BE TRADE INVOLVED,AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINHT 2. 100%ACRYLIC, LATEX COATING EQUIVALENT TO CO. A-100 (SERIES A-82) BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 2X4 STUD WALLS SHALL BE D.F. STANDARD & BTR. REPRODUCED,DISSEMINATED OR REDISTRIBUTED REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PROJECT MANAGER IN WRITING.THE CONTRACTOR WILL BE ULTIMATELY ELD BY SHERWIN WILLIAMS 1 MIL DFT PER COAT APPLIED IN TWO COATS WITHOUT THE EXPRESS WRITTEN CONSENT OF PRACTICE: RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S OVER SPECIFIED PRIMER. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. 4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SPECIFICATIONS. SPRINT. NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR SIDE UP. O'HARE INTERNATIONAL CENTER 2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR TO AND D. PAINT& PRIMER EXAMINATION BY THE INSPECTOR. O'HAR W. ERNATI ROAD,SUITE 600 COMPATIBLE WITH EXISTING MATERIALS&CONDITIONS FOR ROOF PATCHING, 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A REVISIONS: 10255ROSEM W. IL 6001OAD,SUITE NEW PENETRATIONS,ETC. ANTENNAS 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6" O.C. UNLESS PRIMER - KEM AQUA E61-W525 SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. NOTED OTHERWISE ON PLANS. FGIELD NAIL WITH 8d AT 12"O.C. DESCRIPTION DATE BY REV SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF&BUILDING TOPCOAT- COROTHANE II B65W200/B6OV22 NATIONAL ASSOCIATION ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN 4201 LAFAYETTE CENTER DRIVE BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. BTS CABINET HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED PERPINDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, CHANTILLY,VA 20151-1219 PRIMER - KEM AQUA E61-W525 "FULL STRESS"AT END OF WELD SYMBOL. UNLESS NOTED OTHERWISE ON THE PLANS. 4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR/ TOPCOAT- COROTHANE II B65W200/B6OV22 IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER MATERIALS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING 820 TRANSFER ROAD FINISHES AND MATERIALS TO LIKE-NEW CONDITION.CONTRACTOR SHALL COAXIAL JUMPER CABLES C. CONCRETE 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND ST. PAUL,MN 55114-1406 MAINTAIN THE ORIGINAL COLORS,TEXTURES&FINISHES UNLESS SPECIFICALLY SHALL CONFORM TO PS 1-83. NOTED IN THESE DRAWINGS OR APPROVED BY THE SPRINT CONSTRUCTION PRIMER -AS REQUIRED FOR ADHESION.APPLY ONE COAT OF KEM MANAGER IN ADVANCE. AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25% 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE 14.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 EXCEED 24%AT THE TIME OF INSTALLATION. BY SPRINT,OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION,THE CONTRACTOR SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING RAW STEEL LOCATION STRENGTH WT. SLUMP ADMIXTURE FOR CONSTRUCTION 03/06/17 JB 0 ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING.ON PRIMER - KEM BOND HS B5OWZ4, DMT ACRYLIC PRIMER 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING 15.THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. REVISED SOW 03/01/17 JB R BLOCKING,BACKING,FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL CONVENTIONAL ROOFING,THE WALK PADS SHALL BE"DUCK BOARDS"AS TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 A. SLAB&FOOTING 3000psi 150pcf 4" NONE ISSUED FOR REVIEW 02/08/17 ITEMS. MANUFACTURED BY ARC OR EQUAL.ON SPECIAL ROOFING SYSTEMS,SUCH AS SINGLE MEMBRANE ROOFING,THE WALK PADS SHALL BE AS NOTED ON GALVANIZED METAL 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS 16.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED PLANS OR AS REQUIRED BY NOTES 1 &2 ABOVE. ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT AND/OR NUTS WHERE IN CONTACT WITH WOOD, SITE NAME: CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL FINISH COAT(GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY CODES, REGULATIONS,LAWS AND ORDINANCES,AS WELL AS THE STATE APPROVED BY THE BUILDING DEPT. 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG SMOKEY POINT DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS, INCLUDING BUT NOT STAINLESS STEEL BOLTS SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA). PRIMER - OTM WASH PRIMER, 371Y1 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PREFORMED DIAMETER EQUAL TO 75% DIAMETER OF BOLT. 17.THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY TOPCOAT- 2 COATS COROTHANE II POLYURETHANE 365W200/B60V2 BARS CONFORMING TO ASTM A615 AS FOLLOWS: SPRINT SITE#: OCCUR DURING CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING 12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN PRE-PRIMED STEEL THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY I SE03XC229 FINISHES,CONSTRUCTION,STRUCTURE, LANDSCAPING,CURBS,STAIRS,OR4 & SMALLER BARS.................GRADE 40 EQUIPMENT, ETC.SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN SSOWZ4 #5 & LARGER BARS...................GRADE 60 APPROVED BY THE STRUCTURAL ENGINEER. SATISFACTION OF SPRINT AND THE PROPERTY OWNER'S REPRESENTATIVE,AT ALL BARS AT CAISSON FOOTING...GRADE 60 THE EXPENSE OF THE CONTRACTOR. ALUMINUM & COPPER SITE ADDRESS: PRIMER - DTM WASH PRIMER, B71Y1 4. CEMENT: FOUNDATIONS & SLABS: TYPE V, LOW ALKALI, 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY 18.THE CONTRACTOR SHALL RESPONSIBLE FOR,AND SHALL REPLACE OR OR CONCRETE SHALL BE WO NI PRESSURE TREATED LUMBER REMEDY,ANY FAULTY,IMPROPER,OR INFERIOR MATERIALS OR TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 CONFORMING TO ASTM C-150. OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING 16404 SMOKEY POINT BLVD AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT CONCRETE MASONRY TO ASTM C-150. CEDAR. UNDER THIS CONTRACT. PRIMER - PRO MAR EXTERIOR BLOCK FILLER ARLINGTON,WA 98223 TOPCOAT- 2 COATS A-100 LATEX HOUSE&TRIM, SHEEN TO MATCH 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS 19.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) CONFORMING C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHEET DESCRIPTION: PROTECT AND LOCATE,OR CONTACT AN OUTSIDE AGENCY TO LOCATE,ALL CONCRETE STUCCO(EXISTING) SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK TO 20E-V12 EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN.THE B. STRENGTH PROPERTIES: 2 COATS A-100 LATEX HOUSE&TRIM, SHEEN TO MATCH SHALL BE THE FOLLOWING: CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT Fb BOTTOM FIBER BENDING STRESS 2000psi MOF UTILITIES IN. EXECUTION OFF WORKER PROPERTY DAMAGED IN CONJUNCTION WITH THE STUCCO A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVEL Fb TOP FIBER BENDING STRESS 1000psi MIN. SPECIFICATIONS &NOTES PRIMER - PRO MAR MASONRY CONDITONER B-46-W21000 Fv SHEAR STRESS 190psi MIN. 20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY TOPCOAT- SUP ERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS B. PIER/CAISSON FOOTING: 1"GRAVEL. PC COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN, OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE 8. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT E MODULUS ELASTICITY 1400ksi MIN. JOB IS COMPLETED AND ACCEPTED BY SPRINT. WOOD OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE C. CAMBER TO RADIUS OF 1600' J.O.N. SHEET NUMBER: PRIMER -A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20 FOR HUMAN CONSUMPTION. D. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. TOPCOAT- 2 COATS A-100 LATEX HOUSE&TRIM SHEEN TO E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. /� MATCH ADJACENT SURFACES F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC T_' A190.1 AND ASTM D3737. 1 G PLANS PREPARED FOR: SITE PLAN KEYNOTES EXISTING/NO CHANGE LEASE AREA WITHIN Sprint j EXISTING COMPOUND (SEE SHEET A-2) EXISTING/NO CHANGE 15395 SE 30TH PL PROPERTY LINE BELLEVUE,WASHINGTON 98007 EXISTING/NO CHANGE PRIVATE ACCESS DRIVEWAY — PLANS PREPARED ev: BUILDING/(OPC)ANGE — — — — _ _ _ _ — — — — I N F I N I GY9 EXISTING/NO CHANGE FROM ZERO TO INFINIGY TREES (TYP.) the solutions are endless I 50 116TH AVENUE SE,SUITE 210 EXISTING/NO CHANGE I BELLEVUE,WASHINGTON 98004 ASPHALT PARKING AREA JOB NUMBER 499-035 4 SITE ACO' I smartlink 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 ENGINEERI E. 10�WA crip I CL mx` cn Lu a �0 A49Y,1CID 3 � W LL s ' ma 's P�Pt�IR � Aft O — z 3-6-17 n ! 1 DRAWING NOTICE: ' ❑ ❑ ' THESE DOCUMENTS ARE CONFIDENTIAL AND ARE 6 THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED 6 WITHOUT THE EXPRESS WRITTEN CONSENT OF ' ❑ ❑ ' II � SPRINT. REVISIONS: Ems* I V 3 DESCRIPTION DATE BY REV k1 PN#•3105-290-010-150-01 FOR CONSTRUCTION 03/06/17 JB 0 REVISED SOW 03/01/17 JB B ISSUED FOR REVIEW 02/08/17 E.A. A SITE NAME: SMOKEY POINT SPRINT SITE#: SE03XC229 SITE ADDRESS: 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: INFORMATION CONTAINED WITHIN DRAWINGS ARE BASED ON PROVIDED INFORMA77ON AND SITE PLAN ARE NOT THE RESULT OF A FIELD SURVEY. SHEET NUMBER: SITE PLAN SCALE: 22"x34" SHEET 1" = 60'-0" 30' 0 30' 60' 120' A 1 SCALE: 11%17" SHEET 1" = 120'-0" ( IN FEET ) PLANS PREPARED FOR: ENLARGED SITE PLAN KEYNOTES INFORMATION CONTAINED WITHIN DRAWINGS ARE BASED ON PROVIDED INFORMA77ON AND Sprint j EXISTING/NO CHANGE SPRINT ARE NOT THE RESULT OF A FIELD SURVEY. EQUIPMENT LEASE AREA EXISTING ROOF MOUNTED ANTENNAS 15395 SE 30TH PL lA AND RRUS (SEE SHEET A-4) BELLEVUE,WASHINGTON 98007 EXISTING/NO CHANGE TELCO BOX PLANS PREPARED BY: EQUIPMENT OC CHANGE ABINETS I N F I N I G Y 9 EXISTING/NO CHANGE FROM ZERO TO INFINIGY VERTICAL CABLE TRAY the solutions are endless A EXISTING/NO CHANGE 9�F 50 116TH AVENUE SE,SUITE 210 A/C UNITS (TYP.) T BELLEVUE,WASHINGTON 98004 1A JOB NUMBER 499-035 EXISTING/NO CHANGE CHAIN LINK FENCE (TYP.) �9s SITEACO' EXISTING/NO CHANGE PARAPET BUILDING 7s ma rtl i n k EXISTING/NOCHANGE COAX CABLEE TRAY AT ROOF 50 116TH AVENUE SE,SUITE 210 9 EXISTING/NO CHANGE BELLEVUE,WASHINGTON 98004 DOUBLE ACCESS CATES 6 EXISTING/NO CHANGE 9 ENGINEERIN 10 RECEIVING ENTRANCE AREA �,� 3 2 / of w''s1yV0 s0. 1 PANEL ANTENNAS Off' �EGIWER�9 1A AZ- 90° `SjQ`4A1 Cf 8 3-6-17 DRAWING NOTICE: 1A THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF - SPRINT. REVISIONS: DESCRIPTION DATE BY REV ZP Q Q FOR CONSTRUCTION 03/02/17 JB 0 REVISED SOW 03/0/17 JB B 10 ISSUED FOR REVIEW 021081 7 E.A. A SITE NAME: SMOKEY POINT SPRINT SITE#: SE03XC229 SITE ADDRESS: 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: ENLARGED SITE PLAN SHEET NUMBER: ENLARGED SITE PLAN s' o s' io' 20' 1 A-2 SCALE: 22x34 SHEET 1" = 10'-0" SCALE: 11x17 SHEET 1" = 20'-0" ( IN FEET) PLANS PREPARED FOR: EXISTING ELEVATION KEYNOTES (ALL EXISTING VIEWS) PROPOSED ELEVATION KEYNOTES (ALL PROPOSED VIEWS) 'N' EXISTING/NO CHANGE SPRINT PANEL ANTENNAS MOUNTED Sprint EXISTING/NO CHANGE SPRINT PANEL ANTENNAS MOUNTED TO EXISTING ANTENNA MOUNTING FRAME TO EXISTING ANTENNA MOUNTING FRAME 1 A NEW SPRINT PANEL ANTENNAS, W17H ASSOCIATED HARDWARE, �2 EXISTING/NO CHANGE MOUNTED TO EXIS17NG ANTENNA YOUN77NG FRAME- SEE SHEET A-4 15395 SE 30TH PL ANTENNA MOUNTING FRAME BELLEVUE,WASHINGTON 98007 EXISTING/NO CHANGE ANTENNA EXISTING/NO CHANGE MOUNTING FRAME PLANS PREPARED BY: VERTICAL CABLE TRAY EXISTIN TOP OF t� EXISTING/NO CHANGE SPRINT RRUS MOUNTED CABLE GTY RAO CHANGE PROPOSED ANTENNAS ELEV.=f48'-5"A.G.L. I N F I N I G Y 9 TO EXISTING ANTENNA MOUNTING FRAME (TYP.) EXISTING/NO CHANGE SPRINT RRUS MOUNTED TOP OF FROM ZERO TO INFINIGY QEXISTING SPRINT PANEL ANTENNA TO BE REMOVED TO EXISTING ANTENNA MOUNTING FRAME (TYP.) EXISTING ANTENNAS the solutions are endless ELEV. = t48'-0" A.G.L. 50 116TH AVENUE SE,SUITE 210 TOP OF OF BELLEVUE,WASHINGTON 98004 EXISTING ANTENNAS OF ANTENNAS JOB NUMBER 499-035 ELEV. - f48'-0" A.G.L. 2 ELEV. = ±45'-0" A.G.L. Z r OF SITE ACQ: 5 5 3 EXISTING ANTENNAS 0a 1A 3 4 PROPOSED ANTENNAS c ELEV. = t45'-0" A.G.L. Jmartlink TOP OF TOP OF HYBRID HYBRID HYBRID HYBRID EXISTING PARAPET ,` HYBRID HYBRID HYBRID HYBRID EXISTING PARAPET { / ELEV. = t40'-0" A.G.L. j 1/ j ELEV. = f40'-O" A.G.L. 50116TH AVE NUESE,SUITE 210 j / j / j `/ / BELLEVUE,WASHINGTON 98004 ' � T `/ � � / 1A ENGINEE I CEDE: j j / / / j j / H dU W�.S ! / r r � ,► 2 , ,� W, � j / j / j , / GROUND LEVEL j , / GROUND LEVEL h t.,l 3 �AV EXISTING SOUTH ELEVATION SALE: 11 1 x34 2 " SHEET " = 40'-0" 4 PROPOSED SOUTH ELEVATION SCALE x34" SHEET ," - 20-0" 2 �`sjONAL�� SCALE: "x,7" SHEET = 0'-0" SCALE: "x,7" SHEET ," = 0'-0" 3-6-17 TOP OF DRAWING NOTICE: PROPOSED ANTENNAS ELEV.=f4S• 5 A. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE TOP OF REPRODUCED,DISSEMINATED OR REDISTRIBUTED EXISTING ANTENNAS WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. ELEV. = t48'-O" A.G.L. TOP OF OF REVISIONS: EXISTING ANTENNAS OF ANTENNAS DESCRIPTION DATE BY REV ELEV. = t48'-0" A.G.L. ELEV. _ ±45'-0" A.G.L. 5 2 CLOF 2 � OF 5 EXISTING ANTENNAS 1A WIY.Rl.--IY PROPOSED ANTENNAS 5 3 4 ELEV. = t45'-O" A.G.L. 4 ELEV= 45-0 A.G.L. 3 TOP OF TOP OF HYBRID HYBRID HYBRID EXISTING PARAPET ti HYBRIDBRID EXISTING PARAPET ,` FOR CONSTRUCTION 03/06/17 JB 0 \\ \ k ELEV. = f40'-O" A.G.L. \\ \ 1 ELEV. f40'-0" A.G.L. REVISED SOW 03/01/17 JB B \ ISSUED FOR REVIEW 02/08/17 E.A. A > 5 > 1 A SITE NAME: SMOKEY POINT SPRINT SITE#: SE03XC229 \ \ \ \ SITE ADDRESS: GROUND LEVEL GROUND LEVEL 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: ELEVATIONS SHEETNUMBER: EXISTING EAST ELEVATION SCALE: 11 x34" SHEET ' = 20'-°" F3- PROPOSED EAST ELEVATION SCALE: x34 SHEET ' = 20 � 1 _ A-3 SCALE: „"x,7" SHEET 1" = 40'-0" SCALE: „"x17" SHEET 1" = 40'-0" PLANS PREPARED FOR: EXISTING/NO CHANGE SPRINT PANEL ANTENNAS MOUNTED TO S ri n t j EXISTING ANTENNA MOUNTING FRAME (TYP.) p 4 EXISTING SPRINT PANEL ANTENNA o 1A TO BE REMOVED (TYP.) PANEALZAN9E0NNAS _ 4 9�F '9� 1 A 15395 SE 30TH PL NEW SPRINT PANEL ANTENNAS MOUNTED TO EXIS77NG ANTENNA M0UN77NG BELLEVUE,WASHINGTON 98007 B FRAME. REPLACE EXIS77NG PIPE AS REQUIRED (SEE DETAILS 2& 4/A-4.1) 2 Fy o.2 NEW SPRINT PANEL ANTENNAS MOUNTED TO EXIS77NG ANTENNA M0UN77NG 3 9P PLANS PREPARED BY: C FRAME. REPLACE EXISTING PIPE AS REQUIRED (SEE DETAILS 1 & 4/A-4.1) , I N F I N I G Y� EXISTING/NO CHANGE SPRINT RRUS MOUNTED 1A TO EXISTING ANTENNA MOUNTING FRAME (TYP.) FROM ZERO TO INFINIGY NEW SPRINT RRUS MOUNTED TO EXISTING ANTENNA 2 the solutions are endless 2A MOUNTING FRAME. (TYP.) (SEE DETAILS 1 &2/A-4.2) 4 2 50 116TH AVENUE SE,SUITE 210 EXISTING/NO CHANGE BELLEVUE, NUMBERHI�9T00N598004 ANTENNA MOUNTING FRAME EXISTING/NO CHANGE ANTENNA 2 SITE ACO' 4 PIPE MOUNT TO REMAIN (TYP.)NEW �y�/y y 1^► MOUNT INT(TYP.)FILTER (SEE DETNILSD TO 3&EXIS 4/A-4.2)NG l PE 4 2 S 1 1 1�,r11 t l i 1 1 k 1A 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 2 1A ENGINEERIN 3 B. MAc 4 QP=�vP 4 ®�W Aso, 3 4 ��c �49�13 � jjaw E: "E �EGISIR� tr EXISTING ANTENNA PLAN SCALE:NON sI®PJ 'E 3-6-17 q DRAWING NOTICE: 9 PANEL ANTENNAS �� THESE DOCUMENTS ARE CONFIDENTIAL AND ARE AZ- 90' v� y 1 C 5 THE SOLE PROPERTY OF SPRINT AND MAY NOT BE 4 REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF y� SPRINT. 3 REVISIONS: 2A 1 DESCRIPTION DATE BY REV 2 1B 2A 2A 4 wu 2A 2A FOR CONSTRUCTION 03/06/17 JB 0 REVISED SOW 03/01/17 JB B ISSUED FOR REVIEW 02/08/17 E.A. A SITE NAME: 4 z SMOKEY POINT SPRINT SITE#: 2 2 2A SE03XC229 SITE ADDRESS: 0 16404 SMOKEY POINT BLVD Q��e 1 B ARLINGTON,WA 98223 3 5 SHEET DESCRIPTION: ANTENNA PLANS &SCHEDULES SHEET NUMBER: ANTENNA PLAN KEYNOTES SCALE: PROPOSED ANTENNA PLAN SCALE: ^ _ NONE NONE I 1 4 PLANS PREPARED FOR: NOTES: MECHANICAL NEW ANTENNA TO BE MOUNTED TO 3"0 (NOM) SCH LT 6.3 4 BRACKET RACK ° Sprint �0 PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST M ANUFACTURER: KMW BRACKETSIZE AND SCHEDULE AND UPGRADE IF REQUIRED. MODEL: ETCR-654L 12H6 21 0" 2. ANTENNA AND RRU CABLING TO BE CONNECTED WEIGHT: 84.9 LBS PER RF DATA SHEET, PROVIDED BY RF ENGINEER. DIMENSIONS: 81 X 21.0" X 6.3" FREQUENCY: REFER TO RF DATA SHEET 15395 SE 3PL BELLEVUE,WASHINGTON ONN 98007 21.0 PLANS PREPARED BY: EXISTING 1900 I N F I N I G Y 9 MHZ RRU FROM ZERO TO INFINIGY • the solutions are endless NEW MOUNTING 50 116TH AVENUE SE,SUITE 210 HARDWARE BELLEVUE,WASHINGTON 98004 Toe JOB NUMBER 499-035 SITE ACQ: EXISTING 21.0 MOUNTING PIPE smartlink 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 RF CONNECTOR, TYP BOTTOM NEW PANEL ENGINEERIN ANTENNA B• C� RF CONNECTOR, TYP FRONT SIDE �T9�1.3 kJ NOT USED SCALE: ANTENNA MOUNTING DETAIL SCALE: PANEL ANTENNA DETAIL SCALE: /� °� ,SEGISI�R��� ' NONE NONE NONE L tGij-i NOTES 1. CONTRACTOR IS TO REFER TO SPRINTS MOST CURRENT 3. BOLD- INDICATES PROPOSED EQUIPMENT 3-6-'7 RADIO.FREQUENCY DATA SHEET (REDS) PRIOR TO CONSTRUCTION DRAWING NOTICE: 2. COAX CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION THESE DOCUMENTSARE CONFIDENTIALAND ARE OF CABLES 11.8" 4" 7.0" THE SOLE PROPERTY OF SPRINT AND MAY NOT BE MANUFACTURER: RFS REPRODUCED,DISSEMINATED OR REDISTRIBUTED EXISTING ANTENNA CABLE SCHEDULE MODEL: APXV9ERR18-C-A20 MAX WITHOUT THE EXPRESS WRITTEN CONSENTOF WEIGHT: 62.0 LBS SPRINT. SECTOR ANTENNA RRU FILTER DIMENSIONS: 72.0" X 11.8" X 7.9" MODEL SIZE AZIMUTH PAD CENTER FREQUENCY QTY. MODEL QTY. MODEL FREQUENCY: REFER TO RF DATA SHEET REVISIONS: Al -- -- -- -- -- -- -- DESCRIPTION DATE BY REV A2 KMW ET-X-WM-18-65-8P 61.0" 2500 MHz 1 2500 MHz -- -- A A3 APXVRR13-C-A20 54.8" 90° 45'-0" 1900 MHz 1 1900 MHz -- -- 11.8" 31 -- -- -- -- -- -- -- B B2 KMW ET-X-WM-18-65-8P 61.0" 210° 45'-0" 2500 MHz 1 2500 MHz -- -- _ B3 APXVRRI3-C-A20 54.8" 900 MHz 1 1900 MHz -- -- G1 -- -- -- -- -- -- -- FOR CONSTRUCTION 03/06/17 JB 0 REVISEC2 KMW ET-X-WM-18-65-8P 61.0" 2500 MHz 1 2500 MHz -- -- o o ISSUED FOR SOW 0sro1/r7 EB B C 330' 45'-0" N N ISSUED FQR RevlEw oz/oa/n aA. A C3 APXVRRI3-C-A20 54.8" 1900 MHz 1 1900 MHz -- -- TOP -- -- -- -- [SITE NAME: PROPOSED ANTENNA CABLE SCHEDULE 11.8" SMOKEY POINT ANTENNA RRU FILTER RF CONNECTOR, TYP SPRINT SITE#: SECTOR MODEL SIZE AZIMUTH FAD CENTER FREQUENCY (MHz) QTY. MODEL QTY. MODEL � ETCR-654L 12H6 84. SE,�03XC229 Al -- -- o o A2 9" 45'O' 800 1900 2500 MHz 4 2 800 1900 2500 MHz 1 BDOMHZ A A3 - 90' SITE ADDRESS: -- - -- -- -- -- - REMOTE ELECTRICAL -- -- -- -- DOWNTILT ACTUATOR, TYP BOTTOM 16404 SMOKEY POINT BLVD 61 B B2 ETCR-654L 12H6 84.9' 210' 45'-0' 800 800 1900 2500 MHz 4 2 1900 2500 MHz 1 BOOMHz ARLINGTON,WA 98223 RF CONNECTOR, TYP-� SHEET DESCRIPTION: -- -- -- -- -- -- -- -- -- C1 -- -- -- -- -- -- -- -- REMOTE ELECTRICAL C C2 KMW ET-X-WM-18-65-8P 61.0" 330' 45'-0" 2500 MHz 1 2500 MHz -- -- DOWNTILT ACTUATOR, TYPE FRONT SIDE EQUIPMENT DETAILS C3 APXV9ERR18-C-A20 72.0' 45'--0' 1800 MHz 1900 MHz 2 800 MHz 1900 MHz 1 800MHz -- -- -- -- -- -- -- -- - SHEET NUMBER: SCALE: SCALE: ANTENNA SCHEDULES NONE PANEL ANTENNA DETAIL NONE -4• 1 PLANS PREPARED FOR: NOTES: NOTES: I 1. NEW FILTER TO BE MOUNTED TO 3"0 (NOM) SCH 40 1. NEW RRU TO BE MOUNTED TO 3"0 (NOM) SCH 40 Sprint \PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST SIZE PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST SIZEAND SCHEDULE AND UPGRADE IF REQUIRED. AND SCHEDULE AND UPGRADE IF REQUIRED. 2. CABLING TO BE CONNECTED PER RE DATA SHEET, 2. RRU CABLING TO BE CONNECTED PER RE DATA PROVIDED BY RE ENGINEER. SHEET, PROVIDED BY RE ENGINEER. 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY ,..v the solutions are endless EXISTING 2.5 GH Z RRU •:.xj.•: 50 116TH AVENUE SE,SUITE 210 ANTENNA BELLEVUE,WASHINGTON 98004 MOUNTING PIPE JOB NUMBER 499-035 EXISTING SUPPORT SITE ACO: FRAME EXISTING smartlink MOUNTING PIPE NEW 800 MHz RRU NEW RFS RTER MOUNTED F. gMOUNTED TO EXISTING .— 50116TH E,ENUEWASH GTON IT 0410 TO EXISTING ANTENNA ANTENNA PIPE WITH BEL_ PIPE WITH MANUFACTURER MANUFACTURER SUPPLIED HARDWARE SUPPLIED HARDWARE III ENGINEE S. cd I Wn31y! O r � t f. C s O -1!)­1 3 �V �t+ LGI;;i�Rl9 SCALE: SCALE: SCALE: �5,�� NOT USED NONE 6 FILTER MOUNTING DETAIL NONE 4 RRU MOUNTING DETAIL NONE 2 p J� MANUFACTURER: RFS MANUFACTURER: SAMSUNG 3-6-'7 WEIGHT. 53 LBS WEIGHT: 59.53 LBS(FILTER: 8.82 LBS) DIMENSIONS (LxWxD): 9.65" x 15.2" x 8.5" DIMENSIONS (LxWxD): 18.1" x 11.0" x 15.35" DRAWING NOTICE: FREQUENCY. 800 MHz THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF g 8,.5 1 SPRINT. �� � ►� REVISIONS: DESCRIPTION DATE BY REV O °� Sri co J FOR CONSTRUCTION 03/L 1 112 1 0 REVISED SOW 0_01,17 JB B Q SIDE Q SIDE ISSUED FOR REVIEW 02/08/17 E.A. A [SITE NAME: �65„� SMOKEY POINT 11" 0 o SPRINT SITE#: SE03XC229 SITE ADDRESS: N O I ° ° ° ° 16404 SMOKEY POINT BLVD ° ° ARLINGTON,WA 98223 SHEET DESCRIPTION: FRONT WITH FILTER FRONT EQUIPMENT DETAILS SHEET NUMBER: SCALE: SCALE: SCALE: NOT USED NONE 5 FILTER DETAIL NONE 3 RRU DETAIL NONE -�• PLANS PREPARED FOR: Sprint j� 2 15395 SE 30TH PL Q EXISTING NO CHANGE JUMPER CABLES BELLEVUE,WASHINGTON 98007 (1)NEW PANEL ANTENNA PER SECTOR PLANS PREPARED BY: V INFINIGY9 NEW JUMPER CABLES FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE,SUITE 210 EXISTING/NO BELLEVUE,WASHINGTON 98004 CHANGE EXISTING/NO CHANGE #6 INSULATED GROUND OR JOB NUMBER 499-035 SPRINT AS SPECIFIED BY EQUIPMENT MANUFACTURER SITEACQ: HYBRID BREAK OUT UNIT EXISTING #6 INSULATED GROUND OR AS smartlink SPECIFIED BY EQUIPMENT MANUFACTURER NEW INSULATED GROUND OR AS SPEARED NEW JUMPER CABLES Y /MLWFMANUtAG1UKLJY NEW FILTER PER SECTOR 50 116TH AVENUE SE,SUITE 210 EXISTING/NO CHANGE BELLEVUE,WASHINGTON 98004 NEW JUMPER CABLES SPRINT JUMPERS EXISTING/NO CHANGE HCS CABLE EXISTING/NO CHANGE ANTENNA GROUND BUS (AGE) AT _eaaa`e INDIVIDUAL SECTOR — 4"X12"X1/4" SOLID COPPER NEW RRU PER SECTOR — PER PLANIt L EXISTING RRU ENGINEE 1 ♦i�SE: C I7 d NEW INSULATED GROUND FIBER INCABLES POWER/ EXISTING/NO CHANGE CABLE TRAY/TOWER EXISTING/NO CHANGE SPRINT HYBRID BREAK OUT UNIT EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT ,13.. w BASE NEAR EQUIPMENT — 4"X12"X1/4" SOLID COPPER j�NALG EXISTING/NO CHANGE 1" FLEX C. 1#2 SOLID BARE TINNED 3-6-17 COPPER CAD WELDED TO AGB AND NEW MAIN GROUND ROD SECTOR 'B' 0 U DRAWING NOTICEHANGE : TIEDTITO G ND RINGMAIN GROUND R AND MEETS5 OHMS ERIFY \ N THESE DOCUMENTS ARE CONFIDENTIAL AND ARE EXISTING NO CHANGE 1" FLEX SOLID BARE TINNED THE SOLE PROPERTY OF SPRINT AND MAY NOT BE COPPER CAD WELDED TO MGB AND NEW MAIN GROUND ROD REPRODUCED,DISSEMINATED OR REDISTRIBUTED 000000o EXISTING NO CHANGE MG MOUNTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF o000000 NEAR EQUIPMENT CABINETS SPRINT. EXISTING NO CHANGE INSULATED GROUND REVISIONS: EXISTING/NO CHANCE DESCRIPTION DATE BY REV a HCS CABLE EXISTING NO CHANGE ELECTRICAL PANEL GROUND BUS a EXISTING NO CHANGE TELCO GROUND BUS Z 0 w EXISTING NO CHANGE #2 INSULATED GROUND OR FOR CONSTRUCTION osroem JB o AS SPECIFIED BY EQUIPMENT MANUFACTURER ¢ REVISED sow osioliro Je s EXISTING NO CHANGE HCS CABLE EXISTING/NO CHANGE ISSUED FOR REVIEW 02A)8117 aA. A RUNS TO TERMINATE AT EXISTING CABINET \ SPRINT CABINET r I SITE NAME: EXISTING NO CHANGE COAX, WHERE OCCURS z SMOKEY POINT w SPRINT SITE#: EXISTING/NO CHANGE SE03XC229 SPRINT CABINET SITE ADDRESS: 16404 SMOKEY POINT BLVD GENERAL NOTES: ARLINGTON,WA 98223 1.SPLICE GROUND CONNECTIONS. 2. FOLLOW COAXIAL CABLE MANUFACTURERS RECOMMENDATIONS (TYPICAL) SHEET DESCRIPTION: 3.ALL INSULATED GROUND WIRES TO BE STRANDED,AWG WIRE UNLESS NOTED OTHERWISE. T 7 4.THIS IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS. GROUNDING PLAN& 5. NUMBER OF COAX IS DIAGRAMATIC. SINGLE LINE DIAGRAM 6. EXISTING DIPLEXERS AND EXISTING TMAS NOT SHOWN FOR CLARITY. 7. FOLLOW SPRINT STANDARD GROUNDING METHOD. SHEET NUMBER: COAX & GROUNDING SYSTEM SCHEMATIC (ALPHA/BETA) SCALE: 2 DC/ FIBER/ COAX SINGLE LINE DIAGRAM (ALPHA/BETA) SCALE: A_GJ NONE NONE PLANS PREPARED FOR: a Z Sprint j Z Q 2Q 15395 SE 30TH PL EXISTING NO CHANGE JUMPER CABLES BELLEVUE,WASHINGTON 98007 (1)NEW PANEL ANTENNA PER SECTOR i / PLANS PREPARED BY: / (1) EXISTING/NO CHANGE PANEL I N F I N I G Y 9 ANTENNA PER SECTOR FROM ZERO TO INFINIGY NEW JUMPER CABLES _ , the solutions are endless � 50 116TH AVENUE EXISTING/NO SE,SUITE 210 BELLEVUE,WASHING ON 98004 CHANGE EXISTING/NO CHANGE #6 INSULATED GROUND OR dos NUMBER 499-03e — SPRINT AS SPECIFIED BY EQUIPMENT MANUFACTURER HYBRID SITE ACO' BREAK OUT UNIT SIY1C11't��nk EXISTING #6 INSULATED GROUND OR AS SPECIFIED BY EQUIPMENT MANUFACTURER NEW JUMPER CABLES .71 NEW 16 INSULA7ED GROUND OR AS SPEC/REV EXISTING/NO CHANCE Y EQUIPMENT MANUFACTURER NEW FILTER PER SECTOR SPRINT JUMPERS 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 EXISTING/NO CHANGE HCS CABLE EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT NEW RRU PER SECTOR EXISTING RRU LJ ENGINEE INDIVIDUAL SECTOR - 4"X12'X1/4" SOLID COPPER 1 � EXISTING DC POWER/ NEW INSULATED GROUND $ FIBER CABLES t EXISTING NO CHANGE COAX WHERE OCCURS 'Y EXISTING/NO CHANGE CABLE TRAY/TOWER EXISTING/NO CHANGE SPRINT HYBRID f e BREAK OUT UNIT EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT Sa,iI3 O BASE NEAR EQUIPMENT - 4"X12"X1/4" SOLID COPPER — LLEXISTIN CSOLID BARE TINNED -1 7 OPPER CAD WELDED TO AGB ANDCHANGE 1" FLEX C. #NEW MAIN GROUND ROD 3-v to EXISTING NO CHANGE MAIN GROUND ROD. VERIFY y DRAWING NOTICE: tEXISTING/NO O GROUND RING AND MEETS 5 OHMS THESE DOCUMENTS ARE CONFIDENTIAL AND ARE G NO CHANGE 1" FLEX C. 1 2 SOLID BARE TINNED THE SOLE PROPERTY OF SPRINT AND MAY NOT BE R CAD WELDED TO MGB AND NEW MAIN GROUND ROD REPRODUCED,DISSEMINATED OR REDISTRIBUTED G NO CHANGE MGB MOUNTED WITHOUT THE EXPRESS WRITTEN CONSENT OF EQUIPMENT CABINETS SPRINT. G NO CHANGE INSULATED GROUND REVISIONS: EXISTING/NO CHANGE DESCRIPTION DATE BY REV a HCS CABLE G NO CHANGE ELECTRICAL PANEL GROUND BUS a G NO CHANGE TELCO GROUND BUS Z 0 w EXISTING NO CHANGE #2 INSULATED GROUND OR FOR CONSTRUCTION 03/0en7 re o AS SPECIFIED BY EQUIPMENT MANUFACTURER a REVISED SOW 03/01/17 TB B EXISTING/NO CHANGE EXISTING NO CHANGE HCS CABLE ISSUED FOR REVIEW 02/08/17 E.A. A RUNS TO TERMINATE AT EXISTING CABINET 0 -SPRINT CABINET F SITE NAME: EXISTING NO CHANGE COAX, WHERE OCCURS N SMOKEY POINT w SPRINT SITE#: EXISTING/NO cHANGE SE03XC229 sPRINr GAB N E T SITE ADDRESS: 16404 SMOKEY POINT BLVD GENERAL NOTES: ARLINGTON,WA 98223 1. SPLICE GROUND CONNECTIONS. 2. FOLLOW COAXIAL CABLE MANUFACTURERS RECOMMENDATIONS (TYPICAL) SHEET DESCRIPTION: 3.ALL INSULATED GROUND WIRES TO BE STRANDED,AWG WIRE UNLESS NOTED OTHERWISE. 7 4.THIS IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS. GROUNDING PLAN 5. NUMBER OF COAX IS DIAGRAMATIC. SINGLE LINE DIAGRAM 6. EXISTING DIPLEXERS AND EXISTING TMAS NOT SHOWN FOR CLARITY. 7. FOLLOW SPRINT STANDARD GROUNDING METHOD. SHEET NUMBER: COAX & GROUNDING SYSTEM SCHEMATIC (GAMMA) NONE. 2 DC/ FIBER/ COAX SINGLE LINE DIAGRAM (GAMMA) NONE. A-5. 1 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless Structural Analysis Deport March 7,20.17 Site Name SE03XC229 Infinigy Job Number 499-035 Client SmartIink Proposed Carrier Sprint 16404 Smokey Point Boulevard, Site Location Arlington, WA 98223 480 8' 43.9584"N NAD83 122" 11' 9.2718" W NAD83 Structure Type Ballast Mount Structural Usage Ratio 76.0% _ Overall Result Pass Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. �QK R• Jo CITY OF AR,LINGTON of W (I BUILDING DEPARTMENT JOB �� " . �� APPROVEDCOPY0 DATE 3 ID 17 BY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR Nathaniel R. Ober, E.I.T. Received Structural Engineer II l�t� t31� INFINIGY8 Structural Analysis Report March 7, 2017 Contents Introduction....................................................................... 3 Supporting Documentation..................................................... 3 Analysis Code Requirements................................................... 3 Conclusion........................................................................ 3 Existing& Reserved Loading................................................... 4 To Be Removed Loading....................................................... 4 Proposed Loading................................................................ 4 Final Loading Configuration.................................................... 5 Structure Usages.................................................................. 5 Ballast Mount Usage............................................................. 5 Assumptions and Limitations................................................... 6 Calculations.................................................................... Appended SE03XC229 Page 12 Structural Analysis Report March 7, 2017 Introduction Infinigy Engineering has been requested to perform a structural analysis on the existing antenna supporting structures. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The antenna mounts were analyzed using RISA 3D v. 15.0.2 software. Supporting Documentation Proposed Loading Infinigy Engineering Job #499-035, dated March 06, 2017 Previous Analysis CG Project#14057.507, dated March 5, 2014 Analysis Code Requirements Wind Speed 90 mph 3-Second Gust,Vasn / 115 3-Second Gust,VuLT Wind Speed w/ice 30 mph 3-secondgust)w/1/4" ice TIA Revision ANSI/TIA-222-G Adopted IBC 2015 IBC Washington State Amendments Structure Class II Exposure Category B Topographic Category I Calculated Crest Height 0 ft Spectral Response Ss= 1.091 g, Si = 0.426 g Site Class D-Stiff Soil Conclusion Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. If you have any questions, require additional information, or actual conditions differ from those as detailed in this report please contact me via the information below: Nathaniel R Ober, E.I.T. Structural Engineer II 1 Infinigy 1033 Watervliet Shaker Road, Albany,NY 12205 (0) (518) 690-0790 1 (M) (303) 704-0322 noberninfinig_y com I www.infinigy.co SE03XC229 Page 13 Structural Analysis Report March 7, 2017 Existing & Reserved Loading Rad Center(ft) Qty. Appurtenance Mount Sector Type 1 KMW ET-X-WM-18-65-8P 1 RFS APXVRRI3-C-A20 Alpha 1 2500 MHz RRH 1 1900 MHz RRH 1 KMW ET-X-WM-18-65-8P 1 RFS APXVRRI3-C-A20 Ballast 45.0 Beta 1 2500 MHz RRH Mount 1 1900 MHz RRH 1 KMW ET-X-WM-18-65-8P 1 RFS APXVRRI3-C-A20 Gamma 1 2500 MHz RRH 1 1900 MHz RRH To Be Removed Loading Rad Center(ft) Qty. Appurtenance Mo et Sector Ty 1 KMW ET-X-WM-18-65-8P Alpha 1 RFS APXVRRI3-C-A20 45.0 1 KMW ET-X-WM-18-65-8P -- Beta 1 RFS APXVRRI3-C-A20 1 RFS APXVRRI3-C-A20 Gamma Proposed Loading Rad Center(ft) Qty. Appurtenance Mounet Sector 1 KMW ETCR-654L 12H6 2 800 MHz RRH Alpha 1 800 MHZ Filter 1 KMW ETCR-654L 12H6 45.0 2 800 MHz RRH -- Beta 1 800 MHZ Filter 1 RFS APXV9ERR18-C-A20 1 800 MHz RRH Gamma 1 800 MHZ Filter SE03XC229 Page 4 Structural Analysis Report March 7, 2017 Final Loading Configuration Rad Center(ft) Qty. Appurtenance Mount Sector Type 1 KMW ETCR-654L 12H6 1 2500 MHz RRH 1 1900 MHz RRH Alpha 2 800 MHz RRH 1 800 MHZ Filter 1 KMW ETCR-654L 12116 1 2500 MHz RRH 45.0 1 1900 MHz RRH Ballast Beta 2 800 MHz RRH Mount 1 800 MHZ Filter 1 RFS APXV9ERR18-C-A20 1 KMW ET-X-WM-18-65-8P 1 2500 MHz RRH Gamma 1 1900 MHz RRH 1 800 MHz RRH 1 800 MHZ Filter Structure Usages Mount Horizontal 48.0 Pass Mount Pipe 13.7 Pass Rating= 48.0 Pass Ballast Mount Usage Reaction Data Design Capacity Analysis Reactions Result Overturning (lb-ft) 6890.8 2320.8 33.7% Shear lbs. 1192.0 464.2 38.9% Axial s f) 40.0 30.4 76.0% - Ballast Mount is adequate per rigorous structural analysis SE03XC229 Page 5 Structural Analysis Report March 7, 2017 Assumptions and Limitations Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of"like new" and all members, connections, anchors, and masonry to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA, RISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the rooftop mounted equipment and/or antenna supporting structures to be proposed or modified as shown in the referenced construction drawings. Applicable building element adequacy to support these structures is also evaluated when the applied forces increase significantly based on engineering judgment. SE03XC229 Page 16 Infinigy Engineering, PLLC. Existing Mount NRO SE03XC229 Mar 7, 2017 at 3:22 PM 499-035 Site Pro-1 RTW14.r3d Site Name: SE03XC229 Client: Smartlink I N F I N I G Y 8 Carrier: Sprint Engineer: NRO FROM ZERO TO INFINIGY the solutions are endless Date: 3/7/2017 INFINIGY WIND LOAD CALCULATOR 3.0 Site Information Inputs: Rooftop Inputs: Adopted Building Code: 2012 IBC Rooftop Wind Speed-Up?:- Structure Load Standard: ASCE 7-10 Antenna Load Standard: TIA-222-G Structure Risk Category: II Structure Type: Rooftop Number of Sectors: 3 Structure Shape 1: Flat Wind Loading Inputs: Wind with No Ice Design Wind Velocity: 110 mph(ultimate 3-second gust) q,(psf) Gh FIT(psf) Wind Centerline 1(zl): 45.0 ft 20.71 0.85 39.35 Side Face Angle(6): 60 degrees Exposure Category: B Topographic Category: 1 Ice Loading Inputs: Is Ice Loading Needed?:- Input Appurtenance Information and Load Placements: Appurtenance Name Elevation(ft) Total Ka Front Side % EPA Fz Fx Fz(60) Fx(30)Quantity Shape Shape (psf) (ftz) (Ibs) (Ibs) (Ibs) (Ibs) KMW ETCR-654L 12H6 45.0 2 1.00 Flat Flat 20.71 15.71 276.52 105.67 148.38 233.80 RFS APXV9ERR18-C-A20 45.0 1 1.00 Flat Flat 20.71 8.02 141.27 102.26 112.01 131.52 KMW ET-X-WM-18-65-8P 45.0 1 1.00 Flat Flat 20.71 6.68 117.67 52.58 68.85 101.39 800 MHz Filter 45.0 3 1.00 Flat Flat 20.71 1.22 21.52 18.95 19.60 20.88 2500 MHz RRH 45.0 3 1.00 Flat Flat 20.71 2.40 42.30 25.79 29.91 38.17 1900 MHz RRH 45.0 3 1.00 Flat Flat 20.71 2.40 42.30 25.79 29.91 38.17 800 MHz RRH 45.0 5 1.00 Flat Flat 20.71 2.32 40.76 29.21 32.10 37.87 Date: 3/7/2017 Appurtenance Base Shear Client: Smartlink Carrier: Sprint Engineer: NRO Site: SE03XC229 Job#: 499-035 Seismic Design Requirements for Non-Structural Components ASCE7-10 Chapter 13 13.3.1 Seismic Design Force ap: 1 Component Amplification Factor-Table 13.5-1 RP: 2.5 Component Response Modification Factor-Table 13.5-1 no: 1 Component Overstrength Coefficient-Table 13.5-1 Appurtenance Height: 7.08 ft Appurtenance Width: 1.75 ft Appurtenance Length: 0.53 ft Wp: 84.90 Ibs Component Operating Weight z: 40.0 ft Elevation of Point of Attachment of Component h: 40.0 ft Average Roof Height of Structure S5: 1.091 g SI: 0.426 g Site Class: D ANSI/TIA-222-G Table 2-11(Default is"D") Structure Class: II ANSI/TIA-222-G Table 2-1(Default is"II") Importance Factor: 1 Fa: 1.064 ASCE7-10 Table 11.4-1 F,: 1.574 ASCE7-10 Table 11.4-2 SDS: 0.774 g SDI: 0.447 g Fp Max: 105.08 Ibs 13.3.2 Fp Min: 19.70 Ibs 13.3.3 Fp Design: 31.53 Ibs 13.3.1 Total Seismic Design Force: 31.53 Ibs Anchorage Shear Force: 31.53 Ibs 12.4.3.1 Wind Base Shear: 105.67 Ibs Wind Controls Company Infinigy Engineering, PLLC. Mar 7,2017 N F I N I G Y 8 Designer NRO Checked PM ke Job Number 499-035 Checked By:JRJ Model Name SE03XC229 Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Sha e TVDe Design List Material Design Rules 1 M1 N7 N8 90 Mount Angles Beam Single Angle A36 Gr.36 T ical 2 M2 N52 N25 270 Mount Angles Beam Single Angle A36 Gr.36 Typical 3 M3 N5 N6 Mount Angles Beam Single Angle A36 Gr.36 T ical 4 M4 N5 N7 270 Middle Angles Beam Double Angle(...A36 Gr.36 Typical 5 M5 N6 N8 Mount Angles Beam Single An le A36 Gr.36 T ical 6 M6 N6 N7 Mount Angles Beam Single Angle A36 Gr.36 Typical 7 M11 N18 N19 Mount Angles Beam Single Angle A36 Gr.36 Typical 8 M12 N22 N5 180 Middle Angles Beam Double Angle(...A36 Gr.36 Typical 9 M13 N23 N6 270 Mount Angles Beam Sin le Angle A36 Gr.36 T ical 10 M14 N20 N21 270 Mount Angles Beam Single Angle A36 Gr.36 Typical 11 M15 N22 N23 270 Mount Angles Beam Single Angle A36 Gr.36 T ical 12 M17 N8 N23 Mount Angles Beam Single Angle A36 Gr.36 Typical 13 M18 N7 N22 Mount Angles Beam Single Angle A36 Gr.36 Typical 14 M16 N33 N7 90 Mount Angles Beam Single Angle A36 Gr.36 Typical 15 M17A N45A N52 270 Mount Angles Beam Sin le Angle A36 Gr.36 Typical 16 M18A N31 N5 Mount Angles Beam Single Angle A36 Gr.36 Typical 17 M19 N31 N33 90 Mount Angles Beam Single Angle A36 Gr.36 Typical 18 M21 N5 N33 Mount Angles Beam Single Angle A36 Gr.36 Typical 19 MP1 N35 N46A Mount Pie Beam Pie A53 Gr. B T ical 20 M23 N36 N18 Mount Angles Beam Single Angle A36 Gr.36 Typical 21 M24 N40 N31 Mount Angles Beam Sin le An le A36 Gr.36 Typical 22 M26 N38 N20 270 Mount Angles Beam Single Angle A36 Gr.36 Typical 23 M27 N40 N22 270 Mount Angles Beam Sin le Angle A36 Gr.36 T ical 24 M29 N33 N40 Mount Angles Beam Single Angle A36 Gr.36 Typical 25 MP2 N47 N48 Mount Pie Beam Pie A53 Gr. B T ical 26 MP3 N40A N41 B Mount Pi a Beam Pie A53 Gr. B Typical 27 MP4 N43B N44B Mount Pi a Beam Pie A53 Gr. B Typical Material Takeoff Material Size Pieces Length[inl Wei ht K 1 Hot Rolled Steel 2 A36 Gr.36 L2.5x2.5x3 21 1790.7 .5 3 A36 Gr.36 LL2.5x2.5x3x0 2 138 0 4 A53 Gr. B PIPE_3.0 4 384 .2 5 Total HR Steel 27 2312.7 .8 Basic Load Cases BLC Description Category X Gravit Y Gravit Z Gravit Joint Point Distribu..Area M...Surface... 1 Self Wei ht DL -1 10 2 Wind Load AZI 000 WLZ 10 1 3 Wind Load AZI 090 WLX 10 1 4 BLC 2 Transient Area Loads None 16 5 BLC 3 Transient Area Loads None 12 Load Combinations Description S...P...S...B...Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 1 AD eO Y I IDL 1.4 2 1.2D + 1 W AZI 000 e Y DL 1.2 WLZ 1 3 1.2D + 1 W AZI 030 e Y DL 1.2 WLZ .866 W.. .5 4 1.2D + 1 W AZI 060 eY DL 1.2 WLZ .5 W••.866 5 1.2D + 1 W AZI 090 ie�Y DL 1.2 W. 1 RISA-3D Version 15.0.2 [C:\Users\nober\Desktop\SE03XC229\Site Pro-1 RTW14.r3d] Page 1 Company Infinigy Engineering, PLLC. Mar 7,2017 N F I N I G Y 8 Designer NRO Checked PM ke Job Number 499-035 Checked By:JRJ Model Name SE03XC229 Load Combinations (Continued) Description S...P...S...B...Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 6 1.21D + 1 W AZI 120 e Y DL 1.2 WLZ -.5 W...866 7 1.21D + 1 W AZI 150 e Y DL 1.2 WLZ-.8...W.. .5 8 1.21D + 1 W AZI 180 e Y DL 1.2 WLZ -1 9 1.21D + 1 W AZI 210 e Y DL 1.2 WLZ-.8...W.. -.5 10 1.21D + 1 W AZI 240 e Y DL 1.2 WLZ -.5 W..-.8... 11 1.21D + 1 W AZI 270 e Y DL 1.2 W.. -1 12 1.21D + 1 W AZI 300 e Y DILI 1.2 WLZ .5 W..-.8... 13 1.21D + 1 W AZI 330 e Y DILI 1.2 WLZ .866 W.. -.5 14 0.91D + 1 W AZI 000 e Y DL .9 WLZ 1 15 0.91D + 1 W AZI 030 e Y DL .9 WLZ .866 W.. .5 16 0.91D + 1 W AZI 060 e Y DL .9 WLZ .5 W...866 17 0.91D + 1 W AZI 090 e Y DL .9 W.. 1 18 0.91D + 1 W AZI 120 e Y DL .9 WLZ -.5 W...866 19 0.91D + 1 W AZI 150 e Y DL .9 WLZ-.8...W.. .5 20 0.91D + 1 W AZI 180 e Y DL .9 WLZ -1 21 0.91D + 1 W AZI 210 e Y DL .9 WLZ-.8...W.. -.5 22 0.91D + 1 W AZI 240 e Y RL .9 WLZ -.5 W..-.8... 23 0.9D + 1 W AZI 270 e Y .9 W.. -1 24 0.9D + 1 W AZI 300 e Y .9 WLZ .5 W..-.8... 25 0.9D + 1 W AZI 330 e Y DL .9 WLZ .866 W.. -.5 Envelope Joint Reactions Joint X ribl LC Y r1bl LC Z[IbI LC MX rk-ftl LC MY rk-ftl LC MZ rk-ftl LC 1 N5 max 401.619 17 1314.687 2 63.584 14 0 14 0 14 0 1 2 min -405.337 11 -270.172 20 -63.292 20 -.002 8 0 8 0 5 3 N6 max 492.265 17 653.531 12 47.308 14 0 20 0 14 -.011 14 4 min -500.577 11 -246.32 18 -47.459 8 0 1 0 8 -.018 1 5 N 18 max 0 17 49.518 1 0 2 .005 1 0 17 0 1 6 min 0 11 31.833 14 0 8 .003 14 0 11 0 2 7 N 19 max 0 7 24.77 1 0 2 .003 1 0 7 -.011 14 8 min 0 25 15.924 14 0 20 .002 14 0 25 -.018 1 9 N20 max 0 17 49.518 1 0 14 -.003 14 0 11 0 1 10 min 0 11 31.833 14 0 20 -.005 1 0 17 0 2 11 N21 max 0 4 24.77 1 0 14 -.002 14 0 22 -.011 14 12 min 0 22 15.924 14 0 8 -.003 1 0 4 -.018 1 13 N22 max 27.573 17 784.878 8 823.869 2 .002 1 0 2 0 20 14 min -27.573 23 -703.351 14 -824.493 8 0 18 0 20 0 2 15 N23 max 27.573 17 201.943 8 205.875 2 0 1 0 2 -.011 20 16 min -27.573 23 -148.698 14 -205.653 20 0 14 0 20 -.018 1 17 N31 max 18.789 7 661.89 4 12.924 14 0 14 .001 8 .018 1 18 min -6.759 25 -227.137 22 -12.947 20 0 1 -.001 14 .011 14 19 N36 max 0 14 24.77 1 0 2 .003 1 0 14 .018 1 20 min 0 8 15.924 14 0 20 .002 14 0 8 .011 14 21 N38 max 0 21 24.77 1 0 14 -.002 14 0 3 .018 1 22 min 0 3 15.924 14 0 20 -.003 1 0 21 .011 14 23 N40 max 27.573 5 313.21 8 327.232 2 0 1 0 20 .018 1 24 min -27.573 11 -259.922 14 -326.992 8 0 19 0 2 .011 20 25 Totals: max 988.795 5 1581.02 1 1480.586 2 26 min -988.795 23 1016.37 20 -1480.586 8 RISA-31D Version 15.0.2 [C:\Users\nober\Desktop\SE03XC229\Site Pro-1 RTW14.r3d] Page 2 Company Infinigy Engineering, PLLC. Mar 7,2017 N F I N I G Y 8 Designer NRO Checked PM ke Job Number 499-035 Checked By:JRJ Model Name SE03XC229 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc... LC She...Lo... ... ... hi*P... hi*P... hi*M... hi°M...... E n 1 M16 L2.5x2.5... .480 84 8 .056 84 y 8 2569... 2919...1 ,873 1.972 ••• H2-1 2 M1 L2.5x2.5... .477 0 8 .035 0 y 8 2569... 2919...1 .873 1.972 ••• H2-1 3 M 17A L2.5x2.5... .273 84 8 .031 84 z 8 2569... 2919... .873 1.972 ••• H2-1 4 M18 L2.5x2.5... .239 53.... 20 .005 0 y 2 4956... 2919... .873 1.424••• H2-1 5 M6 L2.5x2.5... .186 51.... 24 .004 10... z 8 4143... 2919... ,873 1.371 ••• H2-1 6 M2 L2.5x2.5... .159 0 8 .025 84 z 7 2569... 2919... .873 1.972 ••• H2-1 7 M21 L2.5x2.5... .154 52•••• 9 .007 10... z 8 4143... 2919... ,873 1.373••• H2-1 8 MP2 PIPE_3.0 .137 42 8 .040 42 8 6106... 65205 5.749 5.749•••H1-1b 9 M29 L2.5x2.5... .121 49.... 10 .006 0 2 4956... 2919... .873 1.423... H2-1 10 M17 L2.5x2.5... .103 49.... 10 .004 0 z 5 4956... 2919... .873 1.423••• H2-1 11 M19 L2.5x2.5... .073 20.... 3 .014 0 z 8 1085... 2919... .873 1.729••• H2-1 12 M5 L2.5x2.5... .059 23.... 2 .005 23...y 7 1085... 2919... .873 1.666••• H2-1 13 M4 LL2.5x2.... .058 23.... 2 .008 66 8 3965... 58320 3.3 1.593•••H1-1b 14 MP3 PIPE_3.0 .048 42 9 .016 42 9 6106... 65205 5.749 5.749•••H1-1b 15 MP1 PIPE_3.0 .032 42 9 .028 42 2 6106... 65205 5.749 5.749•••H1-1b 16 MP4 PIPE_3.0 .030 42 7 .011 42 7 6106... 65205 5.749 5.749•••H1-1b 17 M3 L2.5x2.5... .021 84 1 .002 84 1 6701... 2919... ,873 1.818••• H2-1 18 M11 L2.5x2.5... .021 84 1 .002 84 y_I 6701... 2919... .873 1.818••• H2-1 19 M18A L2.5x2.5... .021 84 1 .002 84 1 6701... 2919... ,873 1.818••• H2-1 20 M23 L2.5x2.5... .021 84 1 .002 84 y_1 6701... 2919... .873 1.818••• H2-1 21 M14 L2.5x2.5... .021 84 1 .002 84 z 1 6701... 2919... ,873 1.818••• H2-1 22 M15 L2.5x2.5... .021 84 1 .002 84 z 1 6701... 2919... .873 1.818••• H2-1 23 M26 L2.5x2.5... .021 84 1 .002 84 z 1 6701... 2919... ,873 1.818••• H2-1 24 M27 L2.5x2.5... .021 84 1 .002 84 z 1 6701... 2919... .873 1.818... H2-1 25 M24 L2.5x2.5... .004 54 1 .001 54 1 9122... 2919... .873 1.591 ••• H2-1 26 M13 L2.5x2.5... .004 54 1 .001 54 z 1 9122... 2919... .873 1.591 ••• H2-1 27 M12 LL2.5x2.... .002 54 1 .001 54 y_I 3684... 58320 3.3 2.55 1 H1-1b RISA-3D Version 15.0.2 [C:\Users\nober\Desktop\SE03XC229\Site Pro-1 RTW14.r3d] Page 3 Date: 3/7/2017 Site Name: SE03XC229 Client: Smartlink/Sprint Infinigy Job#: 499-035 Analysis/Design: Analysis TIA Rev: ANSI/TIA-222-G AL Infinigy Engineering PLLC Non-Penetrating Sled Ballast Loading Data H Unfactored Horizontal Antenna Load(AL): 464.16 lb Height from roof to center of antenna(H): 5 ft Overall Frame Bearing Width: 14 ft w w Overall Frame Bearing Length: 8 ft Frame Weight: 902.1 lb Distance Tray 1: 1.0 ft Distance Tray 2: 7.0 ft Tray 1 Paver Type 1: 16x8x4 Tray 1#Paver Type 1: 24 Tray 1 Paver Type 2: 16x8x4 Tray 1#Paver Type 2: 24 Tray 2 Paver Type 1: 16x8x8 Tray 2#Paver Type 1: 11 Tray 2 Paver Type 2: 16x8x4 Tray 2#Paver Type 2: 0 Applied Overturning Moment: 2320.80 lb-ft Overtuning Moment Resistance: 6890.76 lb-ft Overturning Usage: 33.68% Total Weight: 3406 lb Applied Roof Pressure: 30.41 psf Ultimate Roof Pressure: 40.00 psf Roof Pressure Check: 76.0 Coefficent of Friction 0.35 Sliding Resistance 1192.002 lb Applied Sliding Force 464.16 lb Sliding Usage 38.94 CITY OF ARLINGTON 238 N.OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:16404 Smokey Point Blvd Permit#:1374 Parcel#:3 1052900 101 500 Valuation:20000.00 OWNER APPLICANT CONTRACTOR Name:PREWITT LARRY G Name:Smartlink Name:Quantum Contracting Northwest,LLC Address: 14721 EVERGREEN WAY Address:50 116th Ave SE,4210 Address:14940 Ste A NE 95th Street City,State Zip:STANWOOD,WA 98292 City,State Zip:Bellevue,WA 98004 City,State Zip:Redmond,WA 98052 Phone:360-333-6125 Phone:425-444-1434 Phone:425-285-9776 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LTC#: EXP: LIC#: EXP: JOB DESCRIPTION PI3R vIIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: 3 CONST,TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING 1.0 WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRCI l0. SALF. -AX NOTICE:Saks tax relating to co struction and construction materials in the City of n reported o your sales tax return fonn and c d�ofrling 101. Sign re Print Naine Date Re cased By Date CONDITIONS Adhere to approved plans. THIS PERMITAUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC,)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 3/17/2017 Building Permit Fee $mount 3/17/2017 Building Plan Review Fee $294 73 3/17/2017 Processing/Technology Fee 0 92 ..0 3/17/2017 State Building Code Surcharge Fee 225 250 Total Due: $778.15 Total Payment: S778 15 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INFINIGYO, FROM ZERO TO INFINIGY the solutions are endless 1033 WATERVLIET SHAKER RD, ALBANY, NY 12205 March 7,2017 Katie Johnson Program Manager Smartlink 50 11611 Avenue SE, Suite 210 Bellevue,WA 98004 RE: Sprint 800MHz Project Mount Analysis Sprint Site Number: SE03XC229 Sprint Site Name: SMOKEY POINT Site Address: 16404 Smokey Point Boulevard,Arlington,WA 98223 Building Code: 2015 IBC/Washington State Amendments Design Standard: ANSI/TIA-222-G Result: Pass Note: -- Dear Ms.Johnson: At your request,Infinigy Engineering,PLLC has reviewed the existing Sprint rooftop mounted equipment supports at the above referenced site for adequacy to support the existing and proposed loads for the referenced project. This evaluation is based on a review of the information from the Structural Analysis Report (dated 03/05/14) provided by CG Engineering and Construction Drawings (dated 03/06/17) provided by Infinigy Engineering,PLLC. This evaluation assumes that all structural members are in good condition,have not been altered from the manufacturer's original design, and have been installed per the manufacturer's requirements. Prior to installation of any new appurtenances, the contractor shall inspect the condition of all relevant members and connections and shall tighten all connections. The contractor is responsible for the means and methods of construction and shall notify Infinigy Engineering, PLLC immediately if any field conditions differ from those listed above. Should there be any questions,please do not hesitate to contact us at(518)690-0790. Sincerely, Joseph R.Johnston,P.E. �v �� WAS �0 VP Structural Engineering/Principal structuralAinfinigy com Washington P.E. License Number: 53981 s z ST/NROt INFINIGYC� CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 Go PHONE; (360) 403-3551 BUILDING PERMIT Address:16404 Smokey Point Blvd Permit#:1374 Parcel#:31052900101500 Valuation:20000.00 }..WRM APPLICANT CONTRACTOR Name:PREWITT LARRY G Name:Smartlink Name:Quantum Contracting Northwest,LLC Address: 14721 EVERGREEN WAY Address:50 116th Ave SE,#210 Address: 14940 Ste A NE 95th Street City,State Zip:STANWOOD,WA 98292 City,State Zip:Bellevue,WA 98004 City,State Zip:Redmond,WA 98052 Phone:360-333-6125 Phone:425-444-1434 Phone:425-285-9776 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: 3 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI IO/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of 'ngto a reported o your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY, ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 3/17/2017 Building Permit Fee $453.73 3/17/2017 Building Plan Review Fee $2g4,g2 3/17/2017 Processing/Technology Fee $25.00 3/17/2017 State Building Code Surcharge Fee $4.50 Total Due: $778.15 Total Payment: $778.15 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon PLANS PREPARED FOR: ri n t j Sp �� 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 PLANS PREPARED BY: Spri ntINFINIGY9 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 SITE NUMBER : SE03XC229 ADDRESS : 16404 SMOKEY POINT BLVD JOB NUMBER 499-035 SITE NAME : SMOKEY POINT ARLINGTON , WA 98223 SITE ACQ: SITE TYPE : ROOFTOP COUNTY: SNOHOMISH @ smartlink RAD CENTER: 451-011 JURISDICTION : CITY OF ARLINGTON 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 PROJECT SUMMARY: SHEET INDEX: z � ENGINEERING ^ SITE ADDRESS: SHEET: DESCRIPTION: B Cd Wn 16404 SMOKEY POINT BLVD .'Sj�jA' ARLINGTON,WA 98223 T-1 TITLE SHEET r�'f `s� •Yn T-2 SPECIFICATIONS& NOTES PROPERTY OWNER: 0 LARRY G. PREWITT A-1 SITE PLAN 14721 EVERGREEN WAY A-2 ENLARGED SITE PLAN p C Y: A-3 ELEVATIONS STANWOOD, WA 98292 A-4 AMENNA PLANS&SCHEDULES APPLICANT. A-4.1 EQUIPMENT DETAILS 41 g A-4.2 EQUIPMENT DETAILSC, r.• SPRINT A-5 GROUNDING PLAN & SINGLE UNE DIAGRAM (ALPHA/BETA) 1 { 15395 SE 30TH PL A-5.1 GROUNDING PLAN & SINGLE LINE DIAGRAM (GAMMA) Q 3 BELLEVUE, WASHINGTON 98007 REPRESENTATIVE: TERYLE WIEGEL(425) 761-4323 CONSTRUCTION MANAGER: JIM ZACHARIASEN (425) 387-2404 IJ �I iI SIDE SjONAL BUILDING SUMMARY: OCCUPANCY CLASSIFICATION: U II I II TYPE OF CONSTRUCTION: TYPE V-B �� 7 ZONING: HC-HWY COMM'L p VVV AREA OF CONSTRUCTION: NO INCREASE AT THIS TIME. PROJECT DESCRIPTION: (p ASSESSORS PARCEL NUMBER: 3105-290-010-150-0 DRAWING NOTICE: LATITUDE: 48.1455442 Q LONGITUDE: -122.185909 SPRINT PROPOSES TO MODIFY AN EXISTING SITE AS FOLLOWS: Jv THESE DOCUMENTS ARE CONFIDENTIAL AND ARE • REMOVE(5) EXISTING PANEL ANTENNAS THE SOLE PROPERTY OF SPRINT AND MAY NOT BE • INSTALL(3) NEW PANEL ANTENNAS REPRODUCED,DISSEMINATED OR REDISTRIBUTED • INSTALL(5) NEW RRUS '1] WITHOUTTHE EXPRESS WRITTEN CONSENT OF • INSTALL(3) NEW FILTERS SPRINT. • PAINT TO MATCH AS REQUIRED L1 v REVISIONS: THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN EXISTING xj W DESCRIPTION DATE BY REV UNMANNED TELECOMMUNICATIONS FACIUTY OWNED OR LEASED BY SPRINT IN { ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY SPRINT. INFINIGY HAS CL INCORPORATED THIS SCOPE OF WORK IN THE PLANS. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING STRUCTURAL STABIUTY ANALYSIS PREPARED BY A LICENSED STRUCTURAL ENGINEER. STRUCTURAL —^I ANALYSIS MUST INCLUDE BOTH TOWER AND MOUNT. '7 1- CONSULTING TEAM: APPROVALS: FOR CONSTRUCTION O3/O6/17 1B 0 ARCHITECTURAL& ENGINEERING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND Go g 14 REVISED SOW 03/01/17 JB B INFINIGY ENGINEERING AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED C - ISSUED FOR REVIEW 02/Oft/17 E.A. A 50 116TH AVENUE SE, SUITE 210 HEREIN.ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL G Ma data i1717 Goo Ie Te--n BELLEVUE,AVENUWASHIE SUITE BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. F [SITE NAME:-4215 CONTACT(JOSEPHIBOGAJCZYK SMOKEY POINT PRINT NAME SIGNATURE DATE APPLICABLE CODES: PLAN CHECK COMMENTS: SITE ACQUISITION: SPRINT SITE#: SMARTUNK, LLC 50 116TH AVE SE, SUITE 210 PROJ. MANAGER ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE 1. SE03XC229 BELLEVUE, WASHINGTON 98004 WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY PHONE: (406) 749-0046 THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONTACT: BRIANNE PETERSEN CONST. PM. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 2' SITE ADDRESS: T� i �T ZONING: RE ENGINEER 1. INTERNATIONAL BUILDING CODE (2015 IBC) 3 16404 SMOKEY POINT BLVD 2. TIA-EIA-222-G OR LATEST EDITION So 11SMART161TH AEC SE, SUITE 210 SITE AGO. REP. 3. NFPA 780 - LIGHTNING PROTECTION CODE ARLINGTON,WA 98223 BELLEVUE, WASHINGTON 98004 4. NATIONAL ELECTRIC CODE (2014 NEC) 25) 444-1434 PLAN. CONSULTANT 5. NATIONAL OR LOCAL APPUCABLE CODES, MOST RECENT EDITIONS PHONE: (4 CONTACT: 25)NAN 4 SEARS 6. LOCAL AMENDMENTS TO THE ABOVE, WHERE APPLICABLE SHEET DESCRIPTION: 7. CITY/COUNTY ORDINANCES PROP. OWNER 8. LIFE SAFETY CODE NFPA-101 a SPRINT REP. TITLE SHEET SHEET NUMBER: Know what's Wow. Call before you dig. T- 1 v JW.COESI1.COiT 1 1 PLANS PREPARED FOR: GENERAL SPECIFICATIONS PAINTING NOTES &SPECIFICATIONS STRUCTURAL SPECIFICATIONS \ Sprint j 1.THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER, POWER AND TOILET A GENERAL A. GENERAL 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION"ARE FACILITIES AS REQUIRED BY THE PROPERTY OWNER,SPRINT,AND THE CITY C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. OR GOVERNING AGENCY. 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS 1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS 15395 SE 30TH PL 22. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE SPECIFICALLY NOTED OTHERWISE BY SPRINT. FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON APPROVED BY A TESTING AGENCY. BELLEVUE,WASHINGTON 98007 2.THIS FACILITY IS AN UNOCCUPIED PCS TELECOMMUNICATIONS SITE AND IS CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUILT CONDITION OF THE THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. EXEMPT FROM ADA ACCESS REQUIREMENTS. SITE.THIS SHALL BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES 8. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED INSPECTION BY THE RESPONSIBLE BUILDING AGENCY.ONE SET OF REDLINED PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. A. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON THROUGH REINFORCING STEEL(AS IN WALLS, COLUMNS, CAISSON, 3.PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS PARTICIPATING SHALL PLANS PREPARED BY: DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. PLANS, SECTIONS AND DETAILS. AND DROP CAPITALS SO AS TO CAUSE SEGREGATION OF AGGREGATES. VISIT THE JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS, 3. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING ) O CONFIRM THAT THE PROJECT CAN BE aCCOMPUSHED AS DESIGNED HEREIN, AINING SUFFICIENTINGTIMEWITH USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE PRE E AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS TOETHISEPROJECT SHALLST EDITION OF ABE KEPLL MITNED PLFANABOXFAND SHALL NOVED PLANS T BEUSED RECOMMENDED BYMANUFACTURER FOREEN EXISTING WEATHPROVISIFER CONDITIONS.NS ASB. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. I N F I N I Y AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION,ELECTRICAL, OVER GENERAL NOTES AND TYPICAL DETAILS. G MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH BY WORKERS.ALL CONSTRUCTION SETS SHALL REFLECT THE SAME 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 INFORMATION.THE CONTRACTOR SHALL ALSO MAINTAIN IN GOOD CONDITION, 4. FINISH COLOR AND TEXTURE OF ALL PAINTED SURFACES SHALL DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT CONSTRUCTION.SHOULD ANY ERRORS,OMISSION, TE DISCREPANCIES BE C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL FOUND,THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, ONE COMPLETE SET MI PLANS WITH ALL REVISIONS,ADDENDA AND CHANGE MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED TAKE PRECEDENCE OVER THE SPECIFICATIONS. REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. FROM ZERO TO I N F I N I GY THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT. ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE BY SPRINT. CARE OF THE CONSTRUCTION SUPERINTENDENT. tF1E!SOlUt10115 are E!I1C))E!55 4.IN THE EVENT OF DISCREPANCIES WITHIN THESE DRAWINGS,THE CONTRACTOR 5. ALL PAINT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS, GIRDERS SHALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS 24. THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS ON SPRINT CONSTRUCTION MANAGER. DIMENSIONS NOT SHOWN. AND COLUMNS SHALL BE TO FACE OF STIRRUPS OR TIES. UNLESS 50 116TH AVENUE SE,SUITE 210 SPECIFICALLY DIRECTED OTHERWISE BY SPRINT. A DISCREPANCY EXISTS A DAILY BASIS,EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO BELLEVUE,WASHINGTON 98004 AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED,THE BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL B. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY FACE OF BAR SHALL BE AS FOLLOWS: OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINAL CLEAN-UP GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS GRIT SANDPAPER AND NON-HYDROCARBON WASH. PREPARE GALVANIZED UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. UPON COMPLETION WORK.ALL AREAS ARE TO BE LEFT IN A BROOM JOB NUMBER 499-035 CLEAN CONDITION ATT THE END OF EACH DAY THEN AT A VACUUM CLEAN SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE A. CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" 5.THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED CONDITION AT COMPLE,TION OF WORK.FREE FROM PAINT SPOTS,DUST OR SMUDGES OF ANY NATURE SSPC-SP1. SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" TO BE FOR DIAGRAMMATIC PURPOSES ONLY. FIGURED DIMENSIONS HAVE C. WALL, EXTERIOR FACE 1-1/2" SITE ACQ: S " PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE 7. FURNISH DROP CLOTHS, SHIELDS, MASKING AND OTHER PROTECTIVE 4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRECEDENCE OVER SMALL SCALE DRAWINGS.CONTRACTOR HALL CHECK THE 25. THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE D. WALL, INTERIOR FACE )" ACCURACY OF ALL DIMENSIONS IN THE FIELD. UNLESS SPECIFICALLY NOTED, OWNER'S PREFERRED HOURS TO AVOID DISRUPTION OF NORMAL ACTIVITY. SURFACES AND FACILITIES. THE SAFETY OF THE WORK UNTIL IT IS COMPLETED. THIS INCLUDES E. STRUCTURAL SLABS 3/4" DO NOT FABRICATE ANY MATERIALS,OR BEGIN ANY CONSTRUCTION UNTIL THE UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. F. JOISTS 3/4" rYl r I i n k ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL 26. ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. S. APPLY PAINT BY AIRLESS SPRAY, SANDING LIGHTLY BETWEEN EACH G. BEAMS, GIRDERS & COLUMNS 1-1/2" S [ . t FIELD DIMENSIONS. SUCCEEDING ENAMEL COAT ON FLAT SURFACES.APPLY MATERIAL TO 5. SAFETY: THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. V �/� 27. SEAL ALL PENETRATIONS THROUGH FIRE-RATED AREAS WITH U.L. LISTED OR ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS UNLESS OTHERWISE INDICATED, THEY DO NOT INDICATE THE METHOD 11. PENETRATIONS: NO SLEEVES OR CHASES SHALL BE PLACED IN 6.THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MATERIALS, FIRE MARSHALL APPROVED MATERIALS IF AND WHERE APPLICABLE TO THIS INDICATED. OF CONSTRUCTION. EQUIPMENT,APPURTENANCES AND LABOR NECESSARY TO COMPLETE THE FACILITY AND PROJECT SITE. BEAMS, SLABS, WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 9. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING AL NOT LESS THAN ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. 8. WATERPROOFING: WATERPROOFING AND DRAINAGE DETAILS OR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL 50 116TH AVENUE SE,SUITE 210 7.CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER,THE 2-A OR 2-AtOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE BELLEVUE,WASHINGTON 98004 PROPERTY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED THE PROJECT AREA UNDER CONSTRUCTION. 10. CONTRACTOR SHALL CORRECT RUNS,SAGS, MISSES AND OTHER DEFECTS INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO NOTIFY THE SLEEVES. CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS IMPRACTICAL, UNSUITABLE,UNSAFE,NOT WATERPROOF,OR NOT WITHIN INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY OBTAINED FROM THE STRUCTURAL ENGINEER. CUSTOMARY TRADE PRACTICE. IF WORK IS PERFORMED, IT WILL BE 29. ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES INADEQUATE OR IMPROPER CONDITIONS. ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL. DETAILS ARE AND 810. THAT ARE SMOOTH, EVENLY COATED WITH UNIFORM SHEEN AND FREE 12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL ENGINEERIN INTENDED TO SHOW THE END RESULT OF THE DESIGN. MINOR 30. ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES FROM BLEMISHES. B. STEEL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1/4 THE THICKNESS MODIFICATIONS MAY DE REQUIRED TO SUIT JOB CONDITIONS,AND SHALL SUCH AS AT WALL AND ROOF PENETRATIONS SHALL BE CAULKED OR OF THE SLAB. CONDUIT SHALL NOT BE EMBBEDED IN A SLAB THAT C^ BE INCLUDED AS PART OF THE WORK. SEALED TO LIMIT INFILTRATION OF AIR AND MOISTURE. B. PAINTING SCOPE 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS v IS LESS THAN \!V THICK, UNLESS SLAB IS LOCALLY THICKENED. 8.EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN MINIMUM CLEAR DISTA DISTANCE BETWEEN COUNDUITS SHALL BE SIX INCHES. CONTRACTOR BEFORE CONSTRUCTION. IF THEY DIFFER FROM THOSE SHOWN 31. UPON COMPLETION OF CONSTRUCTION,SPRINT CONSTRUCTION MANAGER 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC. +.., ON THE PLANS,THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION SHALL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATIVE WITH THE COATING SYSTEM INDICATED. 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAN OF PROPERTY OWNER. 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INSERTS, ETC., SHALL BE WELL SECURED IN POSITION PRIOR TO BE MADE BEFORE PROCEEDING WITH THE WORK. 32. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM PAINTING SCOPE NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR >, COATING DO NOT ASTM A-325 IS ALLOWED. y 9.THE CONTRACTOR SHALL VERIFY ALL TELEPHONE&RADIO EQUIPMENT EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE SURFACE TO BE PAINTED SYSTEM PAINT PAINT JNI� LAYOUTS,SPECIFICATIONS, PERFORMANCE,INSTALLATION AND FINAL LOCATIONS PROJECT BY SPRINT. BTS UNIT WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK.THE ALL EouIPMENTB CABINETS OTHER THAN THE BTS 3. STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM 14. CURING: SLABS SHALL BE SPRAYED WITH A CURING COMPOUNDCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK WITH 33. INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE UNIT A53. IMMEDIATELY AFTER FINISHING. CURING COMPOUNDS USED ON ERICSSON RADIO SYSTEMS. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY ANTENNA COVERS,TILT BRACKETS,MOUNTING CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED pdOTHERWISE INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE BRACKETS AND ASSOCIATED HARDWARE.CABLE AND SEEPLANS SEEPLANS 4. STEEL TUBING SHALL BE GRADE "B"CONFORMING TO ASTM A500. TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE 10.ALL SYMBOLS&ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED CABLE COVERS EXPOSED TO VIEW,EXPOSED LPRECEDENCE. OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY .J(7i1.�CONDUIT AND HANGERS,ETC.CONSTRUCTION STANDARDS.IF THE CONTRACTOR HAS QUESTIONS REGARDING FLASHING UNITS,METAL TRIM AND OTHER METAL 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. MINIMUM PERIOD.THEIR EXACT MEANING,THE SPRINT CONSTRUCTION MANAGER AND THE SURFACES ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. IS'IS ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR STUCCO,CONCRETE,CONCRETE BLOCK AND X SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS IT IS PROCEEDS WITH THE WORK. CEMEOOD,L TYPE ANDWOO TRIM BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. SIPA�fy , PLYWOOD,STYPE FINISH DWSYSTEMM INCLUDING SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING 11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES AND THE BACK SIDE OF ALL SCREENWALLS x SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS. D. TIMBER INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE DRYWALL x THOSE IN THE COST OF THE WORK ROOFING &WATERPROOFING NOTES SPRINT. DRYWALL POLES x g, THE FOLLOWING WELDING EQUIPMENT MUST BE USED: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE N0. 1 METAL POLES AND METAL POLE STAND-0FF x A. 250 AMP WELDERS. GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE ON THE 3-6-1 7 12.THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION AND DIRECT ALL B. ROD OVENS. DRAWINGS. WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSITE, USING HIS 1. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS C. COATING SYSTEM SPECIFICATIONS C. GRINDERS. OR HER BEST SKILL AND ATTENTION.THE CONTRACTOR SHALL BE HELD UNDER WARRANTY.CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 DRAWING NOTICE: RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES, ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING 1. DTM ACRYLIC COATING SERIES B66 BY SHERWIN WILLIAMS CO. iMIL 7. NO BUZZ BOXES SHALL BE USED. GRADE DOUGLAS FIR, 545, UNLESS NOTED OTHERWISE ON DRAWINGS PROCEDURES,SEQUENCES,AND COORDINATION OF ALL PORTIONS OF THE WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID AS A RESULT ( ) CONTRACTED WORK. OFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER THESE DOCUMENTSARE CONFIDENTIAL AND ARE OF THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAILING IS (B66A50). 8. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL 3. STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL 13.WORKMANSHIP THROUGHOUT SHALL BE OF THE BEST QUALITY OF THE INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND,THE CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATIOT, LUMBER SHALL BE NO. 2 OR STD & BTR GRADE DOUGLAS FIR, S45. THE SOLE PROPERTY OF SPRINT AND MAY NOT BE TRADE INVOLVED,AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINHT 2. 100%ACRYLIC, LATEX COATING EQUIVALENT TO CO. A-100 (SERIES A-82) BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. 2X4 STUD WALLS SHALL BE D.F. STANDARD & BTR. REPRODUCED,DISSEMINATED OR REDISTRIBUTED REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PROJECT MANAGER IN WRITING.THE CONTRACTOR WILL BE ULTIMATELY ELD BY SHERWIN WILLIAMS 1 MIL DFT PER COAT APPLIED IN TWO COATS WITHOUT THE EXPRESS WRITTEN CONSENT OF PRACTICE: RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S OVER SPECIFIED PRIMER. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. 4. ALL BEAMS, JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN SPECIFICATIONS. SPRINT. NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR SIDE UP. O'HARE INTERNATIONAL CENTER 2. CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR TO AND D. PAINT& PRIMER EXAMINATION BY THE INSPECTOR. O'HAR W. ERNATI ROAD,SUITE 600 COMPATIBLE WITH EXISTING MATERIALS&CONDITIONS FOR ROOF PATCHING, 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A REVISIONS: 10255ROSEM W. IL 6001OAD,SUITE NEW PENETRATIONS,ETC. ANTENNAS 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SPAN INDEX RATIO 32/16. EDGE NAIL WITH8d AT 6" O.C. UNLESS PRIMER - KEM AQUA E61-W525 SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. NOTED OTHERWISE ON PLANS. FGIELD NAIL WITH 8d AT 12"O.C. DESCRIPTION DATE BY REV SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS 3. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF&BUILDING TOPCOAT- COROTHANE II B65W200/B6OV22 NATIONAL ASSOCIATION ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE 6. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN 4201 LAFAYETTE CENTER DRIVE BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. BTS CABINET HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED PERPINDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, CHANTILLY,VA 20151-1219 PRIMER - KEM AQUA E61-W525 "FULL STRESS"AT END OF WELD SYMBOL. UNLESS NOTED OTHERWISE ON THE PLANS. 4. IF IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR/ TOPCOAT- COROTHANE II B65W200/B6OV22 IILP INTERNATIONAL INSTITUTE FOR LATH AND PLASTER MATERIALS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING 820 TRANSFER ROAD FINISHES AND MATERIALS TO LIKE-NEW CONDITION.CONTRACTOR SHALL COAXIAL JUMPER CABLES C. CONCRETE 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA, TECO, OR PTL AND ST. PAUL,MN 55114-1406 MAINTAIN THE ORIGINAL COLORS,TEXTURES&FINISHES UNLESS SPECIFICALLY SHALL CONFORM TO PS 1-83. NOTED IN THESE DRAWINGS OR APPROVED BY THE SPRINT CONSTRUCTION PRIMER -AS REQUIRED FOR ADHESION.APPLY ONE COAT OF KEM MANAGER IN ADVANCE. AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25% 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE 14.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: 8. THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 EXCEED 24%AT THE TIME OF INSTALLATION. BY SPRINT,OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION,THE CONTRACTOR SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING RAW STEEL LOCATION STRENGTH WT. SLUMP ADMIXTURE FOR CONSTRUCTION 03/06/17 JB 0 ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING.ON PRIMER - KEM BOND HS B5OWZ4, DMT ACRYLIC PRIMER 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING 15.THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY CODE. ALL NAILS SHALL BE COMMON WIRE NAILS. REVISED SOW 03/01/17 JB R BLOCKING,BACKING,FRAMING, HANGERS OR OTHER SUPPORTS FOR ALL CONVENTIONAL ROOFING,THE WALK PADS SHALL BE"DUCK BOARDS"AS TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 A. SLAB&FOOTING 3000psi 150pcf 4" NONE ISSUED FOR REVIEW 02/08/17 ITEMS. MANUFACTURED BY ARC OR EQUAL.ON SPECIAL ROOFING SYSTEMS,SUCH AS SINGLE MEMBRANE ROOFING,THE WALK PADS SHALL BE AS NOTED ON GALVANIZED METAL 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS 16.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED PLANS OR AS REQUIRED BY NOTES 1 &2 ABOVE. ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND 2500psi SHALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT AND/OR NUTS WHERE IN CONTACT WITH WOOD, SITE NAME: CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPLICABLE LOCAL FINISH COAT(GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) BY A DEPUTY INSPECTOR EMPLOYED BY A TESTING LABORATORY CODES, REGULATIONS,LAWS AND ORDINANCES,AS WELL AS THE STATE APPROVED BY THE BUILDING DEPT. 11. LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG SMOKEY POINT DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS, INCLUDING BUT NOT STAINLESS STEEL BOLTS SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (OSHA). PRIMER - OTM WASH PRIMER, 371Y1 3. REBAR GRADES: REINFORCING STEEL SHALL BE CLEAN PREFORMED DIAMETER EQUAL TO 75% DIAMETER OF BOLT. 17.THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY TOPCOAT- 2 COATS COROTHANE II POLYURETHANE 365W200/B60V2 BARS CONFORMING TO ASTM A615 AS FOLLOWS: SPRINT SITE#: OCCUR DURING CONSTRUCTION.ANY DAMAGE TO NEW AND EXISTING 12. CONNECTORS: ALL SHEET METAL FRAMING CONNECTORS SHOWN IN PRE-PRIMED STEEL THE PLANS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY I SE03XC229 FINISHES,CONSTRUCTION,STRUCTURE, LANDSCAPING,CURBS,STAIRS,OR4 & SMALLER BARS.................GRADE 40 EQUIPMENT, ETC.SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, THE SAMSON COMPANY. SUBSTITUTIONS MAY BE MADE WHEN SSOWZ4 #5 & LARGER BARS...................GRADE 60 APPROVED BY THE STRUCTURAL ENGINEER. SATISFACTION OF SPRINT AND THE PROPERTY OWNER'S REPRESENTATIVE,AT ALL BARS AT CAISSON FOOTING...GRADE 60 THE EXPENSE OF THE CONTRACTOR. ALUMINUM & COPPER SITE ADDRESS: PRIMER - DTM WASH PRIMER, B71Y1 4. CEMENT: FOUNDATIONS & SLABS: TYPE V, LOW ALKALI, 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY 18.THE CONTRACTOR SHALL RESPONSIBLE FOR,AND SHALL REPLACE OR OR CONCRETE SHALL BE WO NI PRESSURE TREATED LUMBER REMEDY,ANY FAULTY,IMPROPER,OR INFERIOR MATERIALS OR TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 CONFORMING TO ASTM C-150. OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR PIER/CAISSON FOOTINGS: TYPE V, LOW ALKALI, CONFORMING 16404 SMOKEY POINT BLVD AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT CONCRETE MASONRY TO ASTM C-150. CEDAR. UNDER THIS CONTRACT. PRIMER - PRO MAR EXTERIOR BLOCK FILLER ARLINGTON,WA 98223 TOPCOAT- 2 COATS A-100 LATEX HOUSE&TRIM, SHEEN TO MATCH 5. AGGREGATE: USED IN THE CONCRETE SHALL CONFORM TO ASTM 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS 19.IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO A. LUMBER SPECIES: ALASKAN YELLOW CEDAR (A.C.) CONFORMING C-33. USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE SHEET DESCRIPTION: PROTECT AND LOCATE,OR CONTACT AN OUTSIDE AGENCY TO LOCATE,ALL CONCRETE STUCCO(EXISTING) SHRINKAGE. THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK TO 20E-V12 EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN.THE B. STRENGTH PROPERTIES: 2 COATS A-100 LATEX HOUSE&TRIM, SHEEN TO MATCH SHALL BE THE FOLLOWING: CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT Fb BOTTOM FIBER BENDING STRESS 2000psi MOF UTILITIES IN. EXECUTION OFF WORKER PROPERTY DAMAGED IN CONJUNCTION WITH THE STUCCO A. FOUNDATIONS & SLABS 9" OR LESS: 3/4" GRAVEL Fb TOP FIBER BENDING STRESS 1000psi MIN. SPECIFICATIONS &NOTES PRIMER - PRO MAR MASONRY CONDITONER B-46-W21000 Fv SHEAR STRESS 190psi MIN. 20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY TOPCOAT- SUP ERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS B. PIER/CAISSON FOOTING: 1"GRAVEL. PC COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN, OF THE PROJECT SITE WHILE THE JOB IS IN PROGRESS AND UNTIL THE 8. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT E MODULUS ELASTICITY 1400ksi MIN. JOB IS COMPLETED AND ACCEPTED BY SPRINT. WOOD OF ACIDS, ALKALIS, ORGANIC MATERIALS AND SHALL BE SUITABLE C. CAMBER TO RADIUS OF 1600' J.O.N. SHEET NUMBER: PRIMER -A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20 FOR HUMAN CONSUMPTION. D. ALL GLB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. TOPCOAT- 2 COATS A-100 LATEX HOUSE&TRIM SHEEN TO E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. /� MATCH ADJACENT SURFACES F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC T_' A190.1 AND ASTM D3737. 1 G PLANS PREPARED FOR: SITE PLAN KEYNOTES EXISTING/NO CHANGE LEASE AREA WITHIN Sprint j EXISTING COMPOUND (SEE SHEET A-2) EXISTING/NO CHANGE 15395 SE 30TH PL PROPERTY LINE BELLEVUE,WASHINGTON 98007 EXISTING/NO CHANGE PRIVATE ACCESS DRIVEWAY — PLANS PREPARED ev: BUILDING/(OPC)ANGE — — — — _ _ _ _ — — — — I N F I N I GY9 EXISTING/NO CHANGE FROM ZERO TO INFINIGY TREES (TYP.) the solutions are endless I 50 116TH AVENUE SE,SUITE 210 EXISTING/NO CHANGE I BELLEVUE,WASHINGTON 98004 ASPHALT PARKING AREA JOB NUMBER 499-035 4 SITE ACO' I smartlink 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 ENGINEERI E. 10�WA crip I CL mx` cn Lu a �0 A49Y,1CID 3 � W LL s ' ma 's P�Pt�IR � Aft O — z 3-6-17 n ! 1 DRAWING NOTICE: ' ❑ ❑ ' THESE DOCUMENTS ARE CONFIDENTIAL AND ARE 6 THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED 6 WITHOUT THE EXPRESS WRITTEN CONSENT OF ' ❑ ❑ ' II � SPRINT. REVISIONS: Ems* I V 3 DESCRIPTION DATE BY REV k1 PN#•3105-290-010-150-01 FOR CONSTRUCTION 03/06/17 JB 0 REVISED SOW 03/01/17 JB B ISSUED FOR REVIEW 02/08/17 E.A. A SITE NAME: SMOKEY POINT SPRINT SITE#: SE03XC229 SITE ADDRESS: 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: INFORMATION CONTAINED WITHIN DRAWINGS ARE BASED ON PROVIDED INFORMA77ON AND SITE PLAN ARE NOT THE RESULT OF A FIELD SURVEY. SHEET NUMBER: SITE PLAN SCALE: 22"x34" SHEET 1" = 60'-0" 30' 0 30' 60' 120' A 1 SCALE: 11%17" SHEET 1" = 120'-0" ( IN FEET ) PLANS PREPARED FOR: ENLARGED SITE PLAN KEYNOTES INFORMATION CONTAINED WITHIN DRAWINGS ARE BASED ON PROVIDED INFORMA77ON AND Sprint j EXISTING/NO CHANGE SPRINT ARE NOT THE RESULT OF A FIELD SURVEY. EQUIPMENT LEASE AREA EXISTING ROOF MOUNTED ANTENNAS 15395 SE 30TH PL lA AND RRUS (SEE SHEET A-4) BELLEVUE,WASHINGTON 98007 EXISTING/NO CHANGE TELCO BOX PLANS PREPARED BY: EQUIPMENT OC CHANGE ABINETS I N F I N I G Y 9 EXISTING/NO CHANGE FROM ZERO TO INFINIGY VERTICAL CABLE TRAY the solutions are endless A EXISTING/NO CHANGE 9�F 50 116TH AVENUE SE,SUITE 210 A/C UNITS (TYP.) T BELLEVUE,WASHINGTON 98004 1A JOB NUMBER 499-035 EXISTING/NO CHANGE CHAIN LINK FENCE (TYP.) �9s SITEACO' EXISTING/NO CHANGE PARAPET BUILDING 7s ma rtl i n k EXISTING/NOCHANGE COAX CABLEE TRAY AT ROOF 50 116TH AVENUE SE,SUITE 210 9 EXISTING/NO CHANGE BELLEVUE,WASHINGTON 98004 DOUBLE ACCESS CATES 6 EXISTING/NO CHANGE 9 ENGINEERIN 10 RECEIVING ENTRANCE AREA �,� 3 2 / of w''s1yV0 s0. 1 PANEL ANTENNAS Off' �EGIWER�9 1A AZ- 90° `SjQ`4A1 Cf 8 3-6-17 DRAWING NOTICE: 1A THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF - SPRINT. REVISIONS: DESCRIPTION DATE BY REV ZP Q Q FOR CONSTRUCTION 03/02/17 JB 0 REVISED SOW 03/0/17 JB B 10 ISSUED FOR REVIEW 021081 7 E.A. A SITE NAME: SMOKEY POINT SPRINT SITE#: SE03XC229 SITE ADDRESS: 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: ENLARGED SITE PLAN SHEET NUMBER: ENLARGED SITE PLAN s' o s' io' 20' 1 A-2 SCALE: 22x34 SHEET 1" = 10'-0" SCALE: 11x17 SHEET 1" = 20'-0" ( IN FEET) PLANS PREPARED FOR: EXISTING ELEVATION KEYNOTES (ALL EXISTING VIEWS) PROPOSED ELEVATION KEYNOTES (ALL PROPOSED VIEWS) 'N' EXISTING/NO CHANGE SPRINT PANEL ANTENNAS MOUNTED Sprint EXISTING/NO CHANGE SPRINT PANEL ANTENNAS MOUNTED TO EXISTING ANTENNA MOUNTING FRAME TO EXISTING ANTENNA MOUNTING FRAME 1 A NEW SPRINT PANEL ANTENNAS, W17H ASSOCIATED HARDWARE, �2 EXISTING/NO CHANGE MOUNTED TO EXIS17NG ANTENNA YOUN77NG FRAME- SEE SHEET A-4 15395 SE 30TH PL ANTENNA MOUNTING FRAME BELLEVUE,WASHINGTON 98007 EXISTING/NO CHANGE ANTENNA EXISTING/NO CHANGE MOUNTING FRAME PLANS PREPARED BY: VERTICAL CABLE TRAY EXISTIN TOP OF t� EXISTING/NO CHANGE SPRINT RRUS MOUNTED CABLE GTY RAO CHANGE PROPOSED ANTENNAS ELEV.=f48'-5"A.G.L. I N F I N I G Y 9 TO EXISTING ANTENNA MOUNTING FRAME (TYP.) EXISTING/NO CHANGE SPRINT RRUS MOUNTED TOP OF FROM ZERO TO INFINIGY QEXISTING SPRINT PANEL ANTENNA TO BE REMOVED TO EXISTING ANTENNA MOUNTING FRAME (TYP.) EXISTING ANTENNAS the solutions are endless ELEV. = t48'-0" A.G.L. 50 116TH AVENUE SE,SUITE 210 TOP OF OF BELLEVUE,WASHINGTON 98004 EXISTING ANTENNAS OF ANTENNAS JOB NUMBER 499-035 ELEV. - f48'-0" A.G.L. 2 ELEV. = ±45'-0" A.G.L. Z r OF SITE ACQ: 5 5 3 EXISTING ANTENNAS 0a 1A 3 4 PROPOSED ANTENNAS c ELEV. = t45'-0" A.G.L. Jmartlink TOP OF TOP OF HYBRID HYBRID HYBRID HYBRID EXISTING PARAPET ,` HYBRID HYBRID HYBRID HYBRID EXISTING PARAPET { / ELEV. = t40'-0" A.G.L. j 1/ j ELEV. = f40'-O" A.G.L. 50116TH AVE NUESE,SUITE 210 j / j / j `/ / BELLEVUE,WASHINGTON 98004 ' � T `/ � � / 1A ENGINEE I CEDE: j j / / / j j / H dU W�.S ! / r r � ,► 2 , ,� W, � j / j / j , / GROUND LEVEL j , / GROUND LEVEL h t.,l 3 �AV EXISTING SOUTH ELEVATION SALE: 11 1 x34 2 " SHEET " = 40'-0" 4 PROPOSED SOUTH ELEVATION SCALE x34" SHEET ," - 20-0" 2 �`sjONAL�� SCALE: "x,7" SHEET = 0'-0" SCALE: "x,7" SHEET ," = 0'-0" 3-6-17 TOP OF DRAWING NOTICE: PROPOSED ANTENNAS ELEV.=f4S• 5 A. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE TOP OF REPRODUCED,DISSEMINATED OR REDISTRIBUTED EXISTING ANTENNAS WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. ELEV. = t48'-O" A.G.L. TOP OF OF REVISIONS: EXISTING ANTENNAS OF ANTENNAS DESCRIPTION DATE BY REV ELEV. = t48'-0" A.G.L. ELEV. _ ±45'-0" A.G.L. 5 2 CLOF 2 � OF 5 EXISTING ANTENNAS 1A WIY.Rl.--IY PROPOSED ANTENNAS 5 3 4 ELEV. = t45'-O" A.G.L. 4 ELEV= 45-0 A.G.L. 3 TOP OF TOP OF HYBRID HYBRID HYBRID EXISTING PARAPET ti HYBRIDBRID EXISTING PARAPET ,` FOR CONSTRUCTION 03/06/17 JB 0 \\ \ k ELEV. = f40'-O" A.G.L. \\ \ 1 ELEV. f40'-0" A.G.L. REVISED SOW 03/01/17 JB B \ ISSUED FOR REVIEW 02/08/17 E.A. A > 5 > 1 A SITE NAME: SMOKEY POINT SPRINT SITE#: SE03XC229 \ \ \ \ SITE ADDRESS: GROUND LEVEL GROUND LEVEL 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: ELEVATIONS SHEETNUMBER: EXISTING EAST ELEVATION SCALE: 11 x34" SHEET ' = 20'-°" F3- PROPOSED EAST ELEVATION SCALE: x34 SHEET ' = 20 � 1 _ A-3 SCALE: „"x,7" SHEET 1" = 40'-0" SCALE: „"x17" SHEET 1" = 40'-0" PLANS PREPARED FOR: EXISTING/NO CHANGE SPRINT PANEL ANTENNAS MOUNTED TO S ri n t j EXISTING ANTENNA MOUNTING FRAME (TYP.) p 4 EXISTING SPRINT PANEL ANTENNA o 1A TO BE REMOVED (TYP.) PANEALZAN9E0NNAS _ 4 9�F '9� 1 A 15395 SE 30TH PL NEW SPRINT PANEL ANTENNAS MOUNTED TO EXIS77NG ANTENNA M0UN77NG BELLEVUE,WASHINGTON 98007 B FRAME. REPLACE EXIS77NG PIPE AS REQUIRED (SEE DETAILS 2& 4/A-4.1) 2 Fy o.2 NEW SPRINT PANEL ANTENNAS MOUNTED TO EXIS77NG ANTENNA M0UN77NG 3 9P PLANS PREPARED BY: C FRAME. REPLACE EXISTING PIPE AS REQUIRED (SEE DETAILS 1 & 4/A-4.1) , I N F I N I G Y� EXISTING/NO CHANGE SPRINT RRUS MOUNTED 1A TO EXISTING ANTENNA MOUNTING FRAME (TYP.) FROM ZERO TO INFINIGY NEW SPRINT RRUS MOUNTED TO EXISTING ANTENNA 2 the solutions are endless 2A MOUNTING FRAME. (TYP.) (SEE DETAILS 1 &2/A-4.2) 4 2 50 116TH AVENUE SE,SUITE 210 EXISTING/NO CHANGE BELLEVUE, NUMBERHI�9T00N598004 ANTENNA MOUNTING FRAME EXISTING/NO CHANGE ANTENNA 2 SITE ACO' 4 PIPE MOUNT TO REMAIN (TYP.)NEW �y�/y y 1^► MOUNT INT(TYP.)FILTER (SEE DETNILSD TO 3&EXIS 4/A-4.2)NG l PE 4 2 S 1 1 1�,r11 t l i 1 1 k 1A 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 2 1A ENGINEERIN 3 B. MAc 4 QP=�vP 4 ®�W Aso, 3 4 ��c �49�13 � jjaw E: "E �EGISIR� tr EXISTING ANTENNA PLAN SCALE:NON sI®PJ 'E 3-6-17 q DRAWING NOTICE: 9 PANEL ANTENNAS �� THESE DOCUMENTS ARE CONFIDENTIAL AND ARE AZ- 90' v� y 1 C 5 THE SOLE PROPERTY OF SPRINT AND MAY NOT BE 4 REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF y� SPRINT. 3 REVISIONS: 2A 1 DESCRIPTION DATE BY REV 2 1B 2A 2A 4 wu 2A 2A FOR CONSTRUCTION 03/06/17 JB 0 REVISED SOW 03/01/17 JB B ISSUED FOR REVIEW 02/08/17 E.A. A SITE NAME: 4 z SMOKEY POINT SPRINT SITE#: 2 2 2A SE03XC229 SITE ADDRESS: 0 16404 SMOKEY POINT BLVD Q��e 1 B ARLINGTON,WA 98223 3 5 SHEET DESCRIPTION: ANTENNA PLANS &SCHEDULES SHEET NUMBER: ANTENNA PLAN KEYNOTES SCALE: PROPOSED ANTENNA PLAN SCALE: ^ _ NONE NONE I 1 4 PLANS PREPARED FOR: NOTES: MECHANICAL NEW ANTENNA TO BE MOUNTED TO 3"0 (NOM) SCH LT 6.3 4 BRACKET RACK ° Sprint �0 PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST M ANUFACTURER: KMW BRACKETSIZE AND SCHEDULE AND UPGRADE IF REQUIRED. MODEL: ETCR-654L 12H6 21 0" 2. ANTENNA AND RRU CABLING TO BE CONNECTED WEIGHT: 84.9 LBS PER RF DATA SHEET, PROVIDED BY RF ENGINEER. DIMENSIONS: 81 X 21.0" X 6.3" FREQUENCY: REFER TO RF DATA SHEET 15395 SE 3PL BELLEVUE,WASHINGTON ONN 98007 21.0 PLANS PREPARED BY: EXISTING 1900 I N F I N I G Y 9 MHZ RRU FROM ZERO TO INFINIGY • the solutions are endless NEW MOUNTING 50 116TH AVENUE SE,SUITE 210 HARDWARE BELLEVUE,WASHINGTON 98004 Toe JOB NUMBER 499-035 SITE ACQ: EXISTING 21.0 MOUNTING PIPE smartlink 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 RF CONNECTOR, TYP BOTTOM NEW PANEL ENGINEERIN ANTENNA B• C� RF CONNECTOR, TYP FRONT SIDE �T9�1.3 kJ NOT USED SCALE: ANTENNA MOUNTING DETAIL SCALE: PANEL ANTENNA DETAIL SCALE: /� °� ,SEGISI�R��� ' NONE NONE NONE L tGij-i NOTES 1. CONTRACTOR IS TO REFER TO SPRINTS MOST CURRENT 3. BOLD- INDICATES PROPOSED EQUIPMENT 3-6-'7 RADIO.FREQUENCY DATA SHEET (REDS) PRIOR TO CONSTRUCTION DRAWING NOTICE: 2. COAX CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION THESE DOCUMENTSARE CONFIDENTIALAND ARE OF CABLES 11.8" 4" 7.0" THE SOLE PROPERTY OF SPRINT AND MAY NOT BE MANUFACTURER: RFS REPRODUCED,DISSEMINATED OR REDISTRIBUTED EXISTING ANTENNA CABLE SCHEDULE MODEL: APXV9ERR18-C-A20 MAX WITHOUT THE EXPRESS WRITTEN CONSENTOF WEIGHT: 62.0 LBS SPRINT. SECTOR ANTENNA RRU FILTER DIMENSIONS: 72.0" X 11.8" X 7.9" MODEL SIZE AZIMUTH PAD CENTER FREQUENCY QTY. MODEL QTY. MODEL FREQUENCY: REFER TO RF DATA SHEET REVISIONS: Al -- -- -- -- -- -- -- DESCRIPTION DATE BY REV A2 KMW ET-X-WM-18-65-8P 61.0" 2500 MHz 1 2500 MHz -- -- A A3 APXVRR13-C-A20 54.8" 90° 45'-0" 1900 MHz 1 1900 MHz -- -- 11.8" 31 -- -- -- -- -- -- -- B B2 KMW ET-X-WM-18-65-8P 61.0" 210° 45'-0" 2500 MHz 1 2500 MHz -- -- _ B3 APXVRRI3-C-A20 54.8" 900 MHz 1 1900 MHz -- -- G1 -- -- -- -- -- -- -- FOR CONSTRUCTION 03/06/17 JB 0 REVISEC2 KMW ET-X-WM-18-65-8P 61.0" 2500 MHz 1 2500 MHz -- -- o o ISSUED FOR SOW 0sro1/r7 EB B C 330' 45'-0" N N ISSUED FQR RevlEw oz/oa/n aA. A C3 APXVRRI3-C-A20 54.8" 1900 MHz 1 1900 MHz -- -- TOP -- -- -- -- [SITE NAME: PROPOSED ANTENNA CABLE SCHEDULE 11.8" SMOKEY POINT ANTENNA RRU FILTER RF CONNECTOR, TYP SPRINT SITE#: SECTOR MODEL SIZE AZIMUTH FAD CENTER FREQUENCY (MHz) QTY. MODEL QTY. MODEL � ETCR-654L 12H6 84. SE,�03XC229 Al -- -- o o A2 9" 45'O' 800 1900 2500 MHz 4 2 800 1900 2500 MHz 1 BDOMHZ A A3 - 90' SITE ADDRESS: -- - -- -- -- -- - REMOTE ELECTRICAL -- -- -- -- DOWNTILT ACTUATOR, TYP BOTTOM 16404 SMOKEY POINT BLVD 61 B B2 ETCR-654L 12H6 84.9' 210' 45'-0' 800 800 1900 2500 MHz 4 2 1900 2500 MHz 1 BOOMHz ARLINGTON,WA 98223 RF CONNECTOR, TYP-� SHEET DESCRIPTION: -- -- -- -- -- -- -- -- -- C1 -- -- -- -- -- -- -- -- REMOTE ELECTRICAL C C2 KMW ET-X-WM-18-65-8P 61.0" 330' 45'-0" 2500 MHz 1 2500 MHz -- -- DOWNTILT ACTUATOR, TYPE FRONT SIDE EQUIPMENT DETAILS C3 APXV9ERR18-C-A20 72.0' 45'--0' 1800 MHz 1900 MHz 2 800 MHz 1900 MHz 1 800MHz -- -- -- -- -- -- -- -- - SHEET NUMBER: SCALE: SCALE: ANTENNA SCHEDULES NONE PANEL ANTENNA DETAIL NONE -4• 1 PLANS PREPARED FOR: NOTES: NOTES: I 1. NEW FILTER TO BE MOUNTED TO 3"0 (NOM) SCH 40 1. NEW RRU TO BE MOUNTED TO 3"0 (NOM) SCH 40 Sprint \PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST SIZE PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST SIZEAND SCHEDULE AND UPGRADE IF REQUIRED. AND SCHEDULE AND UPGRADE IF REQUIRED. 2. CABLING TO BE CONNECTED PER RE DATA SHEET, 2. RRU CABLING TO BE CONNECTED PER RE DATA PROVIDED BY RE ENGINEER. SHEET, PROVIDED BY RE ENGINEER. 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY ,..v the solutions are endless EXISTING 2.5 GH Z RRU •:.xj.•: 50 116TH AVENUE SE,SUITE 210 ANTENNA BELLEVUE,WASHINGTON 98004 MOUNTING PIPE JOB NUMBER 499-035 EXISTING SUPPORT SITE ACO: FRAME EXISTING smartlink MOUNTING PIPE NEW 800 MHz RRU NEW RFS RTER MOUNTED F. gMOUNTED TO EXISTING .— 50116TH E,ENUEWASH GTON IT 0410 TO EXISTING ANTENNA ANTENNA PIPE WITH BEL_ PIPE WITH MANUFACTURER MANUFACTURER SUPPLIED HARDWARE SUPPLIED HARDWARE III ENGINEE S. cd I Wn31y! O r � t f. C s O -1!)­1 3 �V �t+ LGI;;i�Rl9 SCALE: SCALE: SCALE: �5,�� NOT USED NONE 6 FILTER MOUNTING DETAIL NONE 4 RRU MOUNTING DETAIL NONE 2 p J� MANUFACTURER: RFS MANUFACTURER: SAMSUNG 3-6-'7 WEIGHT. 53 LBS WEIGHT: 59.53 LBS(FILTER: 8.82 LBS) DIMENSIONS (LxWxD): 9.65" x 15.2" x 8.5" DIMENSIONS (LxWxD): 18.1" x 11.0" x 15.35" DRAWING NOTICE: FREQUENCY. 800 MHz THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF g 8,.5 1 SPRINT. �� � ►� REVISIONS: DESCRIPTION DATE BY REV O °� Sri co J FOR CONSTRUCTION 03/L 1 112 1 0 REVISED SOW 0_01,17 JB B Q SIDE Q SIDE ISSUED FOR REVIEW 02/08/17 E.A. A [SITE NAME: �65„� SMOKEY POINT 11" 0 o SPRINT SITE#: SE03XC229 SITE ADDRESS: N O I ° ° ° ° 16404 SMOKEY POINT BLVD ° ° ARLINGTON,WA 98223 SHEET DESCRIPTION: FRONT WITH FILTER FRONT EQUIPMENT DETAILS SHEET NUMBER: SCALE: SCALE: SCALE: NOT USED NONE 5 FILTER DETAIL NONE 3 RRU DETAIL NONE -�• PLANS PREPARED FOR: Sprint j� 2 15395 SE 30TH PL Q EXISTING NO CHANGE JUMPER CABLES BELLEVUE,WASHINGTON 98007 (1)NEW PANEL ANTENNA PER SECTOR PLANS PREPARED BY: V INFINIGY9 NEW JUMPER CABLES FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE,SUITE 210 EXISTING/NO BELLEVUE,WASHINGTON 98004 CHANGE EXISTING/NO CHANGE #6 INSULATED GROUND OR JOB NUMBER 499-035 SPRINT AS SPECIFIED BY EQUIPMENT MANUFACTURER SITEACQ: HYBRID BREAK OUT UNIT EXISTING #6 INSULATED GROUND OR AS smartlink SPECIFIED BY EQUIPMENT MANUFACTURER NEW INSULATED GROUND OR AS SPEARED NEW JUMPER CABLES Y /MLWFMANUtAG1UKLJY NEW FILTER PER SECTOR 50 116TH AVENUE SE,SUITE 210 EXISTING/NO CHANGE BELLEVUE,WASHINGTON 98004 NEW JUMPER CABLES SPRINT JUMPERS EXISTING/NO CHANGE HCS CABLE EXISTING/NO CHANGE ANTENNA GROUND BUS (AGE) AT _eaaa`e INDIVIDUAL SECTOR — 4"X12"X1/4" SOLID COPPER NEW RRU PER SECTOR — PER PLANIt L EXISTING RRU ENGINEE 1 ♦i�SE: C I7 d NEW INSULATED GROUND FIBER INCABLES POWER/ EXISTING/NO CHANGE CABLE TRAY/TOWER EXISTING/NO CHANGE SPRINT HYBRID BREAK OUT UNIT EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT ,13.. w BASE NEAR EQUIPMENT — 4"X12"X1/4" SOLID COPPER j�NALG EXISTING/NO CHANGE 1" FLEX C. 1#2 SOLID BARE TINNED 3-6-17 COPPER CAD WELDED TO AGB AND NEW MAIN GROUND ROD SECTOR 'B' 0 U DRAWING NOTICEHANGE : TIEDTITO G ND RINGMAIN GROUND R AND MEETS5 OHMS ERIFY \ N THESE DOCUMENTS ARE CONFIDENTIAL AND ARE EXISTING NO CHANGE 1" FLEX SOLID BARE TINNED THE SOLE PROPERTY OF SPRINT AND MAY NOT BE COPPER CAD WELDED TO MGB AND NEW MAIN GROUND ROD REPRODUCED,DISSEMINATED OR REDISTRIBUTED 000000o EXISTING NO CHANGE MG MOUNTED WITHOUTTHE EXPRESS WRITTEN CONSENT OF o000000 NEAR EQUIPMENT CABINETS SPRINT. EXISTING NO CHANGE INSULATED GROUND REVISIONS: EXISTING/NO CHANCE DESCRIPTION DATE BY REV a HCS CABLE EXISTING NO CHANGE ELECTRICAL PANEL GROUND BUS a EXISTING NO CHANGE TELCO GROUND BUS Z 0 w EXISTING NO CHANGE #2 INSULATED GROUND OR FOR CONSTRUCTION osroem JB o AS SPECIFIED BY EQUIPMENT MANUFACTURER ¢ REVISED sow osioliro Je s EXISTING NO CHANGE HCS CABLE EXISTING/NO CHANGE ISSUED FOR REVIEW 02A)8117 aA. A RUNS TO TERMINATE AT EXISTING CABINET \ SPRINT CABINET r I SITE NAME: EXISTING NO CHANGE COAX, WHERE OCCURS z SMOKEY POINT w SPRINT SITE#: EXISTING/NO CHANGE SE03XC229 SPRINT CABINET SITE ADDRESS: 16404 SMOKEY POINT BLVD GENERAL NOTES: ARLINGTON,WA 98223 1.SPLICE GROUND CONNECTIONS. 2. FOLLOW COAXIAL CABLE MANUFACTURERS RECOMMENDATIONS (TYPICAL) SHEET DESCRIPTION: 3.ALL INSULATED GROUND WIRES TO BE STRANDED,AWG WIRE UNLESS NOTED OTHERWISE. T 7 4.THIS IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS. GROUNDING PLAN& 5. NUMBER OF COAX IS DIAGRAMATIC. SINGLE LINE DIAGRAM 6. EXISTING DIPLEXERS AND EXISTING TMAS NOT SHOWN FOR CLARITY. 7. FOLLOW SPRINT STANDARD GROUNDING METHOD. SHEET NUMBER: COAX & GROUNDING SYSTEM SCHEMATIC (ALPHA/BETA) SCALE: 2 DC/ FIBER/ COAX SINGLE LINE DIAGRAM (ALPHA/BETA) SCALE: A_GJ NONE NONE PLANS PREPARED FOR: a Z Sprint j Z Q 2Q 15395 SE 30TH PL EXISTING NO CHANGE JUMPER CABLES BELLEVUE,WASHINGTON 98007 (1)NEW PANEL ANTENNA PER SECTOR i / PLANS PREPARED BY: / (1) EXISTING/NO CHANGE PANEL I N F I N I G Y 9 ANTENNA PER SECTOR FROM ZERO TO INFINIGY NEW JUMPER CABLES _ , the solutions are endless � 50 116TH AVENUE EXISTING/NO SE,SUITE 210 BELLEVUE,WASHING ON 98004 CHANGE EXISTING/NO CHANGE #6 INSULATED GROUND OR dos NUMBER 499-03e — SPRINT AS SPECIFIED BY EQUIPMENT MANUFACTURER HYBRID SITE ACO' BREAK OUT UNIT SIY1C11't��nk EXISTING #6 INSULATED GROUND OR AS SPECIFIED BY EQUIPMENT MANUFACTURER NEW JUMPER CABLES .71 NEW 16 INSULA7ED GROUND OR AS SPEC/REV EXISTING/NO CHANCE Y EQUIPMENT MANUFACTURER NEW FILTER PER SECTOR SPRINT JUMPERS 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 EXISTING/NO CHANGE HCS CABLE EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT NEW RRU PER SECTOR EXISTING RRU LJ ENGINEE INDIVIDUAL SECTOR - 4"X12'X1/4" SOLID COPPER 1 � EXISTING DC POWER/ NEW INSULATED GROUND $ FIBER CABLES t EXISTING NO CHANGE COAX WHERE OCCURS 'Y EXISTING/NO CHANGE CABLE TRAY/TOWER EXISTING/NO CHANGE SPRINT HYBRID f e BREAK OUT UNIT EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT Sa,iI3 O BASE NEAR EQUIPMENT - 4"X12"X1/4" SOLID COPPER — LLEXISTIN CSOLID BARE TINNED -1 7 OPPER CAD WELDED TO AGB ANDCHANGE 1" FLEX C. #NEW MAIN GROUND ROD 3-v to EXISTING NO CHANGE MAIN GROUND ROD. VERIFY y DRAWING NOTICE: tEXISTING/NO O GROUND RING AND MEETS 5 OHMS THESE DOCUMENTS ARE CONFIDENTIAL AND ARE G NO CHANGE 1" FLEX C. 1 2 SOLID BARE TINNED THE SOLE PROPERTY OF SPRINT AND MAY NOT BE R CAD WELDED TO MGB AND NEW MAIN GROUND ROD REPRODUCED,DISSEMINATED OR REDISTRIBUTED G NO CHANGE MGB MOUNTED WITHOUT THE EXPRESS WRITTEN CONSENT OF EQUIPMENT CABINETS SPRINT. G NO CHANGE INSULATED GROUND REVISIONS: EXISTING/NO CHANGE DESCRIPTION DATE BY REV a HCS CABLE G NO CHANGE ELECTRICAL PANEL GROUND BUS a G NO CHANGE TELCO GROUND BUS Z 0 w EXISTING NO CHANGE #2 INSULATED GROUND OR FOR CONSTRUCTION 03/0en7 re o AS SPECIFIED BY EQUIPMENT MANUFACTURER a REVISED SOW 03/01/17 TB B EXISTING/NO CHANGE EXISTING NO CHANGE HCS CABLE ISSUED FOR REVIEW 02/08/17 E.A. A RUNS TO TERMINATE AT EXISTING CABINET 0 -SPRINT CABINET F SITE NAME: EXISTING NO CHANGE COAX, WHERE OCCURS N SMOKEY POINT w SPRINT SITE#: EXISTING/NO cHANGE SE03XC229 sPRINr GAB N E T SITE ADDRESS: 16404 SMOKEY POINT BLVD GENERAL NOTES: ARLINGTON,WA 98223 1. SPLICE GROUND CONNECTIONS. 2. FOLLOW COAXIAL CABLE MANUFACTURERS RECOMMENDATIONS (TYPICAL) SHEET DESCRIPTION: 3.ALL INSULATED GROUND WIRES TO BE STRANDED,AWG WIRE UNLESS NOTED OTHERWISE. 7 4.THIS IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS. GROUNDING PLAN 5. NUMBER OF COAX IS DIAGRAMATIC. SINGLE LINE DIAGRAM 6. EXISTING DIPLEXERS AND EXISTING TMAS NOT SHOWN FOR CLARITY. 7. FOLLOW SPRINT STANDARD GROUNDING METHOD. SHEET NUMBER: COAX & GROUNDING SYSTEM SCHEMATIC (GAMMA) NONE. 2 DC/ FIBER/ COAX SINGLE LINE DIAGRAM (GAMMA) NONE. A-5. 1 Permit#1374 Address Payment Info Address 16404 SMOKEY POINT BLVD Receipt# 1206503 City ARLINGTON Date 3/15/2017 State WA Paid By Smartlink,LLC Zip 98223-8417 Description Payment Type Check#70596 Accepted By Kristin Foster Fees Paid Total Amount Fee Fee Description Factor Fee Paid Amount Building Permit Fee 322.10.00.00 0 453.73 453.73 Building Plan Review Fee 345.83.00.00 0 294.92 294.92 Processing/Technology Fee 341.43.00.02 0 25.00 25.00 State Building Code Surcharge Fee 386.00.01.00 0 4.50 4.50 Total Payment: 778.15 INFINIGY6 FROM ZERO TO INFINIGY the solutions are endless Structural Analysis Report March 7, 2017 Site Name SE03XC229 Infinigy Job Number 499-035 Client Smartlink Proposed Carrier Sprint 16404 Smokey Point Boulevard, Site Location Arlington, WA 98223 480 8' 43.9584"N NAD83 1220 11' 9.2718" W NAD83 Structure Type Ballast Mount Structural Usage Ratio 76.0% Overall Result Pass Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. �4KR• JO 0 Of Nathaniel R. Ober, E.I.T. Structural Engineer II AZ CA • FL GA IL MD NC NH NJ NY TX WA INFINIGY8 Structural Analysis Report March 7, 2017 Contents Introduction....................................................................... 3 Supporting Documentation..................................................... 3 Analysis Code Requirements................................................... 3 Conclusion........................................................................ 3 Existing& Reserved Loading................................................... 4 To Be Removed Loading....................................................... 4 Proposed Loading................................................................ 4 Final Loading Configuration.................................................... 5 Structure Usages.................................................................. 5 Ballast Mount Usage............................................................. 5 Assumptions and Limitations................................................... 6 Calculations.................................................................... Appended SE03XC229 Page 12 Structural Analysis Report March 7, 2017 Introduction Infinigy Engineering has been requested to perform a structural analysis on the existing antenna supporting structures. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The antenna mounts were analyzed using RISA 3D v. 15.0.2 software. Supporting Documentation Proposed Loading Infinigy Engineering Job #499-035, dated March 06, 2017 Previous Analysis CG Project#14057.507, dated March 5, 2014 Analysis Code Requirements Wind Speed 90 mph 3-Second Gust,Vasn / 115 3-Second Gust,VuLT Wind Speed w/ice 30 mph 3-secondgust)w/1/4" ice TIA Revision ANSI/TIA-222-G Adopted IBC 2015 IBC Washington State Amendments Structure Class II Exposure Category B Topographic Category I Calculated Crest Height 0 ft Spectral Response Ss= 1.091 g, Si = 0.426 g Site Class D-Stiff Soil Conclusion Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. If you have any questions, require additional information, or actual conditions differ from those as detailed in this report please contact me via the information below: Nathaniel R Ober, E.I.T. Structural Engineer II 1 Infinigy 1033 Watervliet Shaker Road, Albany,NY 12205 (0) (518) 690-0790 1 (M) (303) 704-0322 noberninfinig_y com I www.infinigy.co SE03XC229 Page 13 Structural Analysis Report March 7, 2017 Existing & Reserved Loading Rad Center(ft) Qty. Appurtenance Mount Sector Type 1 KMW ET-X-WM-18-65-8P 1 RFS APXVRRI3-C-A20 Alpha 1 2500 MHz RRH 1 1900 MHz RRH 1 KMW ET-X-WM-18-65-8P 1 RFS APXVRRI3-C-A20 Ballast 45.0 Beta 1 2500 MHz RRH Mount 1 1900 MHz RRH 1 KMW ET-X-WM-18-65-8P 1 RFS APXVRRI3-C-A20 Gamma 1 2500 MHz RRH 1 1900 MHz RRH To Be Removed Loading Rad Center(ft) Qty. Appurtenance Mo et Sector Ty 1 KMW ET-X-WM-18-65-8P Alpha 1 RFS APXVRRI3-C-A20 45.0 1 KMW ET-X-WM-18-65-8P -- Beta 1 RFS APXVRRI3-C-A20 1 RFS APXVRRI3-C-A20 Gamma Proposed Loading Rad Center(ft) Qty. Appurtenance Mounet Sector 1 KMW ETCR-654L 12H6 2 800 MHz RRH Alpha 1 800 MHZ Filter 1 KMW ETCR-654L 12H6 45.0 2 800 MHz RRH -- Beta 1 800 MHZ Filter 1 RFS APXV9ERR18-C-A20 1 800 MHz RRH Gamma 1 800 MHZ Filter SE03XC229 Page 4 Structural Analysis Report March 7, 2017 Final Loading Configuration Rad Center(ft) Qty. Appurtenance Mount Sector Type 1 KMW ETCR-654L 12H6 1 2500 MHz RRH 1 1900 MHz RRH Alpha 2 800 MHz RRH 1 800 MHZ Filter 1 KMW ETCR-654L 12116 1 2500 MHz RRH 45.0 1 1900 MHz RRH Ballast Beta 2 800 MHz RRH Mount 1 800 MHZ Filter 1 RFS APXV9ERR18-C-A20 1 KMW ET-X-WM-18-65-8P 1 2500 MHz RRH Gamma 1 1900 MHz RRH 1 800 MHz RRH 1 800 MHZ Filter Structure Usages Mount Horizontal 48.0 Pass Mount Pipe 13.7 Pass Rating= 48.0 Pass Ballast Mount Usage Reaction Data Design Capacity Analysis Reactions Result Overturning (lb-ft) 6890.8 2320.8 33.7% Shear lbs. 1192.0 464.2 38.9% Axial s f) 40.0 30.4 76.0% - Ballast Mount is adequate per rigorous structural analysis SE03XC229 Page 5 Structural Analysis Report March 7, 2017 Assumptions and Limitations Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. For the purposes of calculations, we assume an overall structure condition of"like new" and all members, connections, anchors, and masonry to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA, RISC, ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the rooftop mounted equipment and/or antenna supporting structures to be proposed or modified as shown in the referenced construction drawings. Applicable building element adequacy to support these structures is also evaluated when the applied forces increase significantly based on engineering judgment. SE03XC229 Page 16 Infinigy Engineering, PLLC. Existing Mount NRO SE03XC229 Mar 7, 2017 at 3:22 PM 499-035 Site Pro-1 RTW14.r3d Site Name: SE03XC229 Client: Smartlink I N F I N I G Y 8 Carrier: Sprint Engineer: NRO FROM ZERO TO INFINIGY the solutions are endless Date: 3/7/2017 INFINIGY WIND LOAD CALCULATOR 3.0 Site Information Inputs: Rooftop Inputs: Adopted Building Code: 2012 IBC Rooftop Wind Speed-Up?:- Structure Load Standard: ASCE 7-10 Antenna Load Standard: TIA-222-G Structure Risk Category: II Structure Type: Rooftop Number of Sectors: 3 Structure Shape 1: Flat Wind Loading Inputs: Wind with No Ice Design Wind Velocity: 110 mph(ultimate 3-second gust) q,(psf) Gh FIT(psf) Wind Centerline 1(zl): 45.0 ft 20.71 0.85 39.35 Side Face Angle(6): 60 degrees Exposure Category: B Topographic Category: 1 Ice Loading Inputs: Is Ice Loading Needed?:- Input Appurtenance Information and Load Placements: Appurtenance Name Elevation(ft) Total Ka Front Side % EPA Fz Fx Fz(60) Fx(30)Quantity Shape Shape (psf) (ftz) (Ibs) (Ibs) (Ibs) (Ibs) KMW ETCR-654L 12H6 45.0 2 1.00 Flat Flat 20.71 15.71 276.52 105.67 148.38 233.80 RFS APXV9ERR18-C-A20 45.0 1 1.00 Flat Flat 20.71 8.02 141.27 102.26 112.01 131.52 KMW ET-X-WM-18-65-8P 45.0 1 1.00 Flat Flat 20.71 6.68 117.67 52.58 68.85 101.39 800 MHz Filter 45.0 3 1.00 Flat Flat 20.71 1.22 21.52 18.95 19.60 20.88 2500 MHz RRH 45.0 3 1.00 Flat Flat 20.71 2.40 42.30 25.79 29.91 38.17 1900 MHz RRH 45.0 3 1.00 Flat Flat 20.71 2.40 42.30 25.79 29.91 38.17 800 MHz RRH 45.0 5 1.00 Flat Flat 20.71 2.32 40.76 29.21 32.10 37.87 Date: 3/7/2017 Appurtenance Base Shear Client: Smartlink Carrier: Sprint Engineer: NRO Site: SE03XC229 Job#: 499-035 Seismic Design Requirements for Non-Structural Components ASCE7-10 Chapter 13 13.3.1 Seismic Design Force ap: 1 Component Amplification Factor-Table 13.5-1 RP: 2.5 Component Response Modification Factor-Table 13.5-1 no: 1 Component Overstrength Coefficient-Table 13.5-1 Appurtenance Height: 7.08 ft Appurtenance Width: 1.75 ft Appurtenance Length: 0.53 ft Wp: 84.90 Ibs Component Operating Weight z: 40.0 ft Elevation of Point of Attachment of Component h: 40.0 ft Average Roof Height of Structure S5: 1.091 g SI: 0.426 g Site Class: D ANSI/TIA-222-G Table 2-11(Default is"D") Structure Class: II ANSI/TIA-222-G Table 2-1(Default is"II") Importance Factor: 1 Fa: 1.064 ASCE7-10 Table 11.4-1 F,: 1.574 ASCE7-10 Table 11.4-2 SDS: 0.774 g SDI: 0.447 g Fp Max: 105.08 Ibs 13.3.2 Fp Min: 19.70 Ibs 13.3.3 Fp Design: 31.53 Ibs 13.3.1 Total Seismic Design Force: 31.53 Ibs Anchorage Shear Force: 31.53 Ibs 12.4.3.1 Wind Base Shear: 105.67 Ibs Wind Controls Company Infinigy Engineering, PLLC. Mar 7,2017 N F I N I G Y 8 Designer NRO Checked PM ke Job Number 499-035 Checked By:JRJ Model Name SE03XC229 Member Primary Data Label I Joint J Joint K Joint Rotate de Section/Sha e TVDe Design List Material Design Rules 1 M1 N7 N8 90 Mount Angles Beam Single Angle A36 Gr.36 T ical 2 M2 N52 N25 270 Mount Angles Beam Single Angle A36 Gr.36 Typical 3 M3 N5 N6 Mount Angles Beam Single Angle A36 Gr.36 T ical 4 M4 N5 N7 270 Middle Angles Beam Double Angle(...A36 Gr.36 Typical 5 M5 N6 N8 Mount Angles Beam Single An le A36 Gr.36 T ical 6 M6 N6 N7 Mount Angles Beam Single Angle A36 Gr.36 Typical 7 M11 N18 N19 Mount Angles Beam Single Angle A36 Gr.36 Typical 8 M12 N22 N5 180 Middle Angles Beam Double Angle(...A36 Gr.36 Typical 9 M13 N23 N6 270 Mount Angles Beam Sin le Angle A36 Gr.36 T ical 10 M14 N20 N21 270 Mount Angles Beam Single Angle A36 Gr.36 Typical 11 M15 N22 N23 270 Mount Angles Beam Single Angle A36 Gr.36 T ical 12 M17 N8 N23 Mount Angles Beam Single Angle A36 Gr.36 Typical 13 M18 N7 N22 Mount Angles Beam Single Angle A36 Gr.36 Typical 14 M16 N33 N7 90 Mount Angles Beam Single Angle A36 Gr.36 Typical 15 M17A N45A N52 270 Mount Angles Beam Sin le Angle A36 Gr.36 Typical 16 M18A N31 N5 Mount Angles Beam Single Angle A36 Gr.36 Typical 17 M19 N31 N33 90 Mount Angles Beam Single Angle A36 Gr.36 Typical 18 M21 N5 N33 Mount Angles Beam Single Angle A36 Gr.36 Typical 19 MP1 N35 N46A Mount Pie Beam Pie A53 Gr. B T ical 20 M23 N36 N18 Mount Angles Beam Single Angle A36 Gr.36 Typical 21 M24 N40 N31 Mount Angles Beam Sin le An le A36 Gr.36 Typical 22 M26 N38 N20 270 Mount Angles Beam Single Angle A36 Gr.36 Typical 23 M27 N40 N22 270 Mount Angles Beam Sin le Angle A36 Gr.36 T ical 24 M29 N33 N40 Mount Angles Beam Single Angle A36 Gr.36 Typical 25 MP2 N47 N48 Mount Pie Beam Pie A53 Gr. B T ical 26 MP3 N40A N41 B Mount Pi a Beam Pie A53 Gr. B Typical 27 MP4 N43B N44B Mount Pi a Beam Pie A53 Gr. B Typical Material Takeoff Material Size Pieces Length[inl Wei ht K 1 Hot Rolled Steel 2 A36 Gr.36 L2.5x2.5x3 21 1790.7 .5 3 A36 Gr.36 LL2.5x2.5x3x0 2 138 0 4 A53 Gr. B PIPE_3.0 4 384 .2 5 Total HR Steel 27 2312.7 .8 Basic Load Cases BLC Description Category X Gravit Y Gravit Z Gravit Joint Point Distribu..Area M...Surface... 1 Self Wei ht DL -1 10 2 Wind Load AZI 000 WLZ 10 1 3 Wind Load AZI 090 WLX 10 1 4 BLC 2 Transient Area Loads None 16 5 BLC 3 Transient Area Loads None 12 Load Combinations Description S...P...S...B...Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 1 1 AD eO Y I IDL 1.4 2 1.2D + 1 W AZI 000 e Y DL 1.2 WLZ 1 3 1.2D + 1 W AZI 030 e Y DL 1.2 WLZ .866 W.. .5 4 1.2D + 1 W AZI 060 eY DL 1.2 WLZ .5 W••.866 5 1.2D + 1 W AZI 090 ie�Y DL 1.2 W. 1 RISA-3D Version 15.0.2 [C:\Users\nober\Desktop\SE03XC229\Site Pro-1 RTW14.r3d] Page 1 Company Infinigy Engineering, PLLC. Mar 7,2017 N F I N I G Y 8 Designer NRO Checked PM ke Job Number 499-035 Checked By:JRJ Model Name SE03XC229 Load Combinations (Continued) Description S...P...S...B...Fa... BLC Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa...B...Fa... 6 1.21D + 1 W AZI 120 e Y DL 1.2 WLZ -.5 W...866 7 1.21D + 1 W AZI 150 e Y DL 1.2 WLZ-.8...W.. .5 8 1.21D + 1 W AZI 180 e Y DL 1.2 WLZ -1 9 1.21D + 1 W AZI 210 e Y DL 1.2 WLZ-.8...W.. -.5 10 1.21D + 1 W AZI 240 e Y DL 1.2 WLZ -.5 W..-.8... 11 1.21D + 1 W AZI 270 e Y DL 1.2 W.. -1 12 1.21D + 1 W AZI 300 e Y DILI 1.2 WLZ .5 W..-.8... 13 1.21D + 1 W AZI 330 e Y DILI 1.2 WLZ .866 W.. -.5 14 0.91D + 1 W AZI 000 e Y DL .9 WLZ 1 15 0.91D + 1 W AZI 030 e Y DL .9 WLZ .866 W.. .5 16 0.91D + 1 W AZI 060 e Y DL .9 WLZ .5 W...866 17 0.91D + 1 W AZI 090 e Y DL .9 W.. 1 18 0.91D + 1 W AZI 120 e Y DL .9 WLZ -.5 W...866 19 0.91D + 1 W AZI 150 e Y DL .9 WLZ-.8...W.. .5 20 0.91D + 1 W AZI 180 e Y DL .9 WLZ -1 21 0.91D + 1 W AZI 210 e Y DL .9 WLZ-.8...W.. -.5 22 0.91D + 1 W AZI 240 e Y RL .9 WLZ -.5 W..-.8... 23 0.9D + 1 W AZI 270 e Y .9 W.. -1 24 0.9D + 1 W AZI 300 e Y .9 WLZ .5 W..-.8... 25 0.9D + 1 W AZI 330 e Y DL .9 WLZ .866 W.. -.5 Envelope Joint Reactions Joint X ribl LC Y r1bl LC Z[IbI LC MX rk-ftl LC MY rk-ftl LC MZ rk-ftl LC 1 N5 max 401.619 17 1314.687 2 63.584 14 0 14 0 14 0 1 2 min -405.337 11 -270.172 20 -63.292 20 -.002 8 0 8 0 5 3 N6 max 492.265 17 653.531 12 47.308 14 0 20 0 14 -.011 14 4 min -500.577 11 -246.32 18 -47.459 8 0 1 0 8 -.018 1 5 N 18 max 0 17 49.518 1 0 2 .005 1 0 17 0 1 6 min 0 11 31.833 14 0 8 .003 14 0 11 0 2 7 N 19 max 0 7 24.77 1 0 2 .003 1 0 7 -.011 14 8 min 0 25 15.924 14 0 20 .002 14 0 25 -.018 1 9 N20 max 0 17 49.518 1 0 14 -.003 14 0 11 0 1 10 min 0 11 31.833 14 0 20 -.005 1 0 17 0 2 11 N21 max 0 4 24.77 1 0 14 -.002 14 0 22 -.011 14 12 min 0 22 15.924 14 0 8 -.003 1 0 4 -.018 1 13 N22 max 27.573 17 784.878 8 823.869 2 .002 1 0 2 0 20 14 min -27.573 23 -703.351 14 -824.493 8 0 18 0 20 0 2 15 N23 max 27.573 17 201.943 8 205.875 2 0 1 0 2 -.011 20 16 min -27.573 23 -148.698 14 -205.653 20 0 14 0 20 -.018 1 17 N31 max 18.789 7 661.89 4 12.924 14 0 14 .001 8 .018 1 18 min -6.759 25 -227.137 22 -12.947 20 0 1 -.001 14 .011 14 19 N36 max 0 14 24.77 1 0 2 .003 1 0 14 .018 1 20 min 0 8 15.924 14 0 20 .002 14 0 8 .011 14 21 N38 max 0 21 24.77 1 0 14 -.002 14 0 3 .018 1 22 min 0 3 15.924 14 0 20 -.003 1 0 21 .011 14 23 N40 max 27.573 5 313.21 8 327.232 2 0 1 0 20 .018 1 24 min -27.573 11 -259.922 14 -326.992 8 0 19 0 2 .011 20 25 Totals: max 988.795 5 1581.02 1 1480.586 2 26 min -988.795 23 1016.37 20 -1480.586 8 RISA-31D Version 15.0.2 [C:\Users\nober\Desktop\SE03XC229\Site Pro-1 RTW14.r3d] Page 2 Company Infinigy Engineering, PLLC. Mar 7,2017 N F I N I G Y 8 Designer NRO Checked PM ke Job Number 499-035 Checked By:JRJ Model Name SE03XC229 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Loc... LC She...Lo... ... ... hi*P... hi*P... hi*M... hi°M...... E n 1 M16 L2.5x2.5... .480 84 8 .056 84 y 8 2569... 2919...1 ,873 1.972 ••• H2-1 2 M1 L2.5x2.5... .477 0 8 .035 0 y 8 2569... 2919...1 .873 1.972 ••• H2-1 3 M 17A L2.5x2.5... .273 84 8 .031 84 z 8 2569... 2919... .873 1.972 ••• H2-1 4 M18 L2.5x2.5... .239 53.... 20 .005 0 y 2 4956... 2919... .873 1.424••• H2-1 5 M6 L2.5x2.5... .186 51.... 24 .004 10... z 8 4143... 2919... ,873 1.371 ••• H2-1 6 M2 L2.5x2.5... .159 0 8 .025 84 z 7 2569... 2919... .873 1.972 ••• H2-1 7 M21 L2.5x2.5... .154 52•••• 9 .007 10... z 8 4143... 2919... ,873 1.373••• H2-1 8 MP2 PIPE_3.0 .137 42 8 .040 42 8 6106... 65205 5.749 5.749•••H1-1b 9 M29 L2.5x2.5... .121 49.... 10 .006 0 2 4956... 2919... .873 1.423... H2-1 10 M17 L2.5x2.5... .103 49.... 10 .004 0 z 5 4956... 2919... .873 1.423••• H2-1 11 M19 L2.5x2.5... .073 20.... 3 .014 0 z 8 1085... 2919... .873 1.729••• H2-1 12 M5 L2.5x2.5... .059 23.... 2 .005 23...y 7 1085... 2919... .873 1.666••• H2-1 13 M4 LL2.5x2.... .058 23.... 2 .008 66 8 3965... 58320 3.3 1.593•••H1-1b 14 MP3 PIPE_3.0 .048 42 9 .016 42 9 6106... 65205 5.749 5.749•••H1-1b 15 MP1 PIPE_3.0 .032 42 9 .028 42 2 6106... 65205 5.749 5.749•••H1-1b 16 MP4 PIPE_3.0 .030 42 7 .011 42 7 6106... 65205 5.749 5.749•••H1-1b 17 M3 L2.5x2.5... .021 84 1 .002 84 1 6701... 2919... ,873 1.818••• H2-1 18 M11 L2.5x2.5... .021 84 1 .002 84 y_I 6701... 2919... .873 1.818••• H2-1 19 M18A L2.5x2.5... .021 84 1 .002 84 1 6701... 2919... ,873 1.818••• H2-1 20 M23 L2.5x2.5... .021 84 1 .002 84 y_1 6701... 2919... .873 1.818••• H2-1 21 M14 L2.5x2.5... .021 84 1 .002 84 z 1 6701... 2919... ,873 1.818••• H2-1 22 M15 L2.5x2.5... .021 84 1 .002 84 z 1 6701... 2919... .873 1.818••• H2-1 23 M26 L2.5x2.5... .021 84 1 .002 84 z 1 6701... 2919... ,873 1.818••• H2-1 24 M27 L2.5x2.5... .021 84 1 .002 84 z 1 6701... 2919... .873 1.818... H2-1 25 M24 L2.5x2.5... .004 54 1 .001 54 1 9122... 2919... .873 1.591 ••• H2-1 26 M13 L2.5x2.5... .004 54 1 .001 54 z 1 9122... 2919... .873 1.591 ••• H2-1 27 M12 LL2.5x2.... .002 54 1 .001 54 y_I 3684... 58320 3.3 2.55 1 H1-1b RISA-3D Version 15.0.2 [C:\Users\nober\Desktop\SE03XC229\Site Pro-1 RTW14.r3d] Page 3 Date: 3/7/2017 Site Name: SE03XC229 Client: Smartlink/Sprint Infinigy Job#: 499-035 Analysis/Design: Analysis TIA Rev: ANSI/TIA-222-G AL Infinigy Engineering PLLC Non-Penetrating Sled Ballast Loading Data H Unfactored Horizontal Antenna Load(AL): 464.16 lb Height from roof to center of antenna(H): 5 ft Overall Frame Bearing Width: 14 ft w w Overall Frame Bearing Length: 8 ft Frame Weight: 902.1 lb Distance Tray 1: 1.0 ft Distance Tray 2: 7.0 ft Tray 1 Paver Type 1: 16x8x4 Tray 1#Paver Type 1: 24 Tray 1 Paver Type 2: 16x8x4 Tray 1#Paver Type 2: 24 Tray 2 Paver Type 1: 16x8x8 Tray 2#Paver Type 1: 11 Tray 2 Paver Type 2: 16x8x4 Tray 2#Paver Type 2: 0 Applied Overturning Moment: 2320.80 lb-ft Overtuning Moment Resistance: 6890.76 lb-ft Overturning Usage: 33.68% Total Weight: 3406 lb Applied Roof Pressure: 30.41 psf Ultimate Roof Pressure: 40.00 psf Roof Pressure Check: 76.0 Coefficent of Friction 0.35 Sliding Resistance 1192.002 lb Applied Sliding Force 464.16 lb Sliding Usage 38.94 Ask CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON,WA, 98223 %# PHONE; (360)403-3551 BUILDING PERMIT Address: 16404 Smokey Point Blvd Permit#:1374 Parcel#:31052900101500 Valuation:200tx1,00 OWNER APPLICANT CONTRACTOR Name;PREWIITLARRY G Name:Smanlink Nome: Quantum Contracting Northwest,LLC Address: 14721 EVERGREEN WAY Address:50 116th Ave SE,#210 Address:14940 Ste A NE 951h Street City,State Zip:STANWOOD,WA 98292 City,State Zip:Bellevue,WA 98004 City,State Zip:Redmond,WA 98052 Phone:360.333-6125 Phone:425.444-1434 Phone:425-285-9776 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip! Phone: Phone: LIC#: I.XP: LIC#: EXP: JOB DESCRIPTION �-.r:"7 PI RAJITTYPE: Commercial Alteration CODL YEAR: 2015 STORIES: 3 CONST,TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS I OCC LOAD: PERMIT APPROVAL 1 AGREE TO COMPLY WITH Cl"I'Y AND S'TAT'E LAWN REGULATING CONSTRUU—nOIN AND IN WING THE WORK AUTIJORIZIsD THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STA7 E OF WASHINGTON RELATING'ro WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/l•JER DEPUTY AND ALL FEES ARE PAID. PT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE:UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/1RC110. i SALFT '%X NOTI F:Suies tax relating to co slnu tion and?nsfruclion materials in the City of. 'ngtorrm reported o and c de of rlir g #3101 your sales tax return form S h 1 CZ-c � ) t 7 Stgna�Stre Print Na re Date Re eased By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PFRMIT COVERS WORK TO BE DONE ON PRI VA1T.i PROPERTY ONLY. ANY CONS'tRUCr1UN oN THE PUBLIC:DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES.ITC)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Dater' Description Fee A 3/1 712 0 1 7 Building Permit Fee mount $mount 3/17/2017 Building Plan Review Fee $29492 453.73 3/17/2017 Processing/Technology Fee 294 3/17/2017 State Building Code Surcharge Fee 25.92 0$4,50 Total Due: $778.15 Total Payment: $778 15 Balance Due: $0.00 CALL FOR INSPECTIONS BU(LDING:13611)403-3417 When calling for an inspection Please leave the following information; Permit Number,Type of inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:16404 Smokey Point Blvd Permit#:1374 Parcel#:31052900101500 Valuation:20000.00 OWNER APPLICANT CONTRACTOR Name:PREWITT LARRY G Name:Smartlink Name:Quantum Contracting Northwest,LLC Address: 14721 EVERGREEN WAY Address:50 116th Ave SE,#210 Address: 14940 Ste A NE 95th Street City,State Zip:STANWOOD,WA 98292 City,State Zip:Bellevue,WA 98004 City,State Zip:Redmond,WA 98052 Phone:360-333-6125 Phone:425-444-1434 Phone:425-285-9776 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION _ PERMIT TYPE: Commercial Alteration CODE YEAR: 2015 STORIES: 3 CONST.TYPE: DWELLING UNITS: 0 OCC GROUP: BUILDINGS: I OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of ngton-mud'e reported o your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Re eased By Date CONDITIONS Adhere to approved plans. THIS PERMIT AUTHORIZE ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 3/17/2017 Building Permit Fee $453.73 3/17/2017 Building Plan Review Fee $294.92 3/17/2017 Processing/Technology Fee $25.00 3/17/2017 State Building Code Surcharge Fee $4.50 Total Due: $778.15 Total Payment: $778.15 Balance Due: $0.00 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 3/10/2017 Permit Number 1374 Project Name Sprint Applicant Name Smartlink Applicant Address 50 116th Ave SE,#210 City,State, Zip Bellevue,WA 98004 Contact Nancy Sears Phone 425-444-1434 Email nancy.sears@smartlinkllc.com Permit Type Commercial Alteration Site Address 16404 Smokey Point Blvd Valuation 20000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Replace 5 existing antennas with 3 new and 3 new remote radio units Assigned To Kristin Foster Property Information Owner Information Parcel#:31052900101500 PREWITT LARRY G PREWITT LARRY G 14721 EVERGREEN WAY 16404 SMOKEY POINT BLVD STANWOOD,WA 98292 360-333-6125 Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $453.7 Building Plan Review Fee 345.83.00.00 $294.92 Processing/Technology Fee 341.43.00.02 $25.0 State Building Code Surcharge Fee 386.00.01,00 $4.5 Total, $778.1 Payments Date Paid By Amount Description Payment T pe Accepted B 3/15/2017 JSmartlink, LLC $778.151 lCheck#70596 I(ristin Foster Total $778.151 Amount Outstanding:$0.0 Notes Date Note 3I10/2017 Contractor is TBD. Uploaded Files Upload File Date File Uploaded B 3/10/2017 8 42:55 AM 1374 ?lans,pdf Foster,Kristin 3/10/2017 8:42:55 AM RRN Data.pptx Foster,Kristin 3/10/2017 8:42:55 AM 1374 Antenna_Specs. df Foster,Kristin 3/10/2017 8:42:55 AM 1374._Mount Analysis. df Oster,Kristin 3/10/2017 8 42 55 AM 1374 Structural Re ort. df Oster,Kristin 3/10/2017 8:42:55 AM 1374 Application pdf Foster,Kristin COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE -Arlington, WA 98223 • Phone(360)403-3551 The following minimum information is required for your Commercial/Multi-Family Building Permit Application. _ ) Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents. Incomplete applications will not be accepted. ❑ One(1) City of Arlington Commercial/Multi-Family Permit Application (One (1) permit application per building or structure is required) ❑ One(1) City of Arlington Commercial/Multi-Family Submittal Requirements Form ❑ Two (2)Architectural Drawings ❑ Two (2) Structural Drawings ❑ Two (2) Structural Calculations ❑ One (1) Project Specification Manuals(if applicable) ❑ One(1) NREC Code Compliance Forms ❑ One (1) Special Inspection Requirements Forms ❑ One(1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER IN COMPLETE SETS> An intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360) 403 3551 or by email to Pre App Appointment Request. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 7 tt Y U COMMERCIAL REMODEL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2009 Accessible&Usable Buildings and Facilities([CC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24",or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible,with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 2015 Page 2 of 7 L1�Y Off, COMMERCIAL REMODEL PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. [ SITE PLAN—,REQUIRED WITH ALL SUBMITTALS (May be:,icwded as part of the Architectural Drawinu cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities, including water, sewer,gas and electrical. 10. Flood hazard areas,floodways, and design flood elevations as applicable. B. Fx] ARCHITECTURAL DRAWINGS 1. ❑ Cover Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan. (on every floor, in all rooms and spaces) e) Show ALL exits on the plans; include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows, etc. REV 2015 Page 3 of 7 Gt�Y D� COMMERCIAL REMODEL PERMIT APPLICATION N Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls, doors,windows and penetrations m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1. Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. 0 Include a lighting fixture schedule. 4. ❑ Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5. ❑ Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE: High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS). Contact the Arlington REV 2015 Page 4 of 7 COMMERCIAL REMODEL w�1o� PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The building permit does not include any mechanical, electrical, plumbing or fire sprinkler/alarm work. These permits are issued separately. Mechanical, electrical, plumbing, or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be issued. You must provide the Permit Center a copy of the approval letter or the approved plans. Contact the Snohomish County Health District at(425) 339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information, please contact the City of Arlington Permit Center at(360)403-3551 or by email to cedparlingtonwa.gov Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 2015 Page 5 of 7 0�lr Of, COMMERCIAL REMODEL PERMIT APPLICATION ! t', Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION PLANS, TWO(2)SETS OF SPECIFICATIONS, TWO(2)SETS OF STRUCTURAL CALCULATIONS, ONE(1)SETS OF NREC ENERGY CODE APPLICATIONS AND ONE(1) OCCUPANTS'S STATEMENT OF INTENDED USE. Type of Permit: (x) Commercial Remodel ( ) Commercial Addition ( ) Tenant Improvement Project Address: 16404 Smokey Point Blvd,Arlington,WA 98223 Parcel ID#: 3105-290-010-150-0 Remove 5 existing antennas and add 3 new antennas and 3 new remote radio SEC 29 TWP 31 RGE 05S1/3 OF S1/2 OF SE1/4 NE1/4 LY E OF Project Description: units and filters Legal Descrlptlon:S/HY E%C E 490.18FT THOF AKA LOT 2 OF RALPH&MARY NONTY'S BSP REC VOL 1 OF BSP'S PG 208 AF NO 9009125003 Project Valuation: $20,000.00 Owner: Larry G.Prewitt Phone Number: Address: 14721 Evergreen Way City: Stanwood State: WA Zip Code: 98292 Contact Person: Nancy Sears Phone Number: 425-444-1434 Cell Phone: E-mail: nancv.sears@smartlinkllc.com Address: Smartlink 50 116th Ave SE#210 City: Bellevue State: WA Zip Code: 98004 Contractor: TBD Phone Number: Address: City: State: Zip Code: Contractor's Liccnsc Number: Expiration: Plumbing Contractor: Phone Number: Address City: State: Zip Code Contractor's License Number: Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: REV 2015 Page 6 of 7 &V Y 'p -- COMMERCIAL REMODEL • e 1YG�O PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223• Phone(360)403-3551 Project Name/Tenant SE03XC229 Site Address 16404 Smokey Point Blvd,Arlington,WA 98223 Bldg./Unit/Suite IBC Construction Type 2015 IBC Occupancy Type u Description of Use Rooftop Wireless Communications Facility Building Square Footage n/a Number of Stories Square Footage per Floor Will there be any installation, modification or removal of the following? (Check all that apply) N/A ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks, piping etc...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals,information,or permits during the plan review or construction process. I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington. Nancy Sears Applicants Signature Nancy Sears 3/9/17 Print Applicants Name Date FOR STAFF USE ONLY l27� A-- - i MAR 0 9 7.,Q�? Permit# t Amount Received Receipt# Date Received REV 2015 Page 7 of 7 ' }i �:'t 3/16/2017 QUANTUM CONTRACTING NW LLC I Holm, Fspali"l Contact Search L&I 1-Ylndex I(clp IV IA-I Safe(y&Health Claims&Insurance Workplace Rights Trades &Licensing Aft Washington State Department of " Labor & Industries QUANTUM CONTRACTING NW LLC Owner or tradesperson 14940A NE 95th St Suite A Principals REDMOND,WA 98052 CHRISTOFFERSEN,ALAN 425-864-3532 G, PARTNER/MEMBER KING County Doing business as QUANTUM CONTRACTING NW LLC WA UBI No. Business type 602 152 330 Limited Liability Company 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. QUANTCN923KI Effective—expiration 05/21/2008—08/30/2018 Bond Lexon Ins Co $12,000.00 Bond account no. 9808217 Received by L&I Effective date 07/07/2011 05/21/2011 Expiration date Until Canceled Bond history Insurance Ohio Security Ins Co $1,000,000.00 Policy no. BKS55517906 Received by L&I Effective date 03/30/2016 04/10/2016 Expiration date 04/10/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. Help us improve hftps://secure.Ini.wa.gov/verify/Detai I.aspx?U BI=602152330&LIC=QU AN TC N 923K1&SAW= 1/2 I 3/16/2017 QUANTUM CONTRACTING NW LLC License Violations No license violations during the previous 6 ye-. ,►eriod. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 149,752-00 Doing business as QUANTUM CONTRACTING NORTHWEST Estimated workers reported Quarter 4 of Year 2016"4 to 6 Workers" L&I account representative T7 /NICHOLE CAROW(360)902-5634-Email:CANI2350jni.wa.gov Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. ©Washington State Dept.of Labor&Industries.Use of this site is subject to the laws of the state of Washington. Help us improve hftps://secure.Ini.wa.gov/verify/Detail.aspx?U BI=602152330&LIC=QUANTCN923K1&SAW= 2 2 i KMV EDTA (Electrical own Tilt Antenna) RFC,Microwave Products Field Replaceable Internal RET 817-869MHz, XX-Pol., H650 /V80, ET0-80 A'I^SG�., 185O-1995MHz, XX-pol., H6O0 /V50, ET0-80 �U U u 2496-2690MHz, XXXX-pol., H7O0 / V50, ET0-60 • Electrical Specification Product Number ETCR-6541_121­16 Frequency Range 817-869MHz 1850-1995MHz 2496-2690MHz 3dB Horizontal 65±5' 60±5` 70±5' Beam-Width Vertical 8'±1` 5°±1' 5°±1' Gain(dBi) 15.0±0.5 18.0±0.5 18.0±0.5 Electrical Down Tilt Range 0-8" 0-8, 0-6' 1•'Upper Sidelobe Suppression >18dB(up to 15'EL) >18dB(up to 10°EL) >18dB(up to 10'EL) Front-to-Back Ratio Q180±15°(Total power) >25dB >28dB >28dB Polarization Type Dual,Slant±45' Dual,Slant±45' Dual,Slant±45' Cross-Polar -3dB HBW >15dB >15dB >13dB Discrlmination(XPD) ±60o >10dB >10d13 >7dB Input Maximum CW Power 250W 250W 250W Impedance 500 50.0 500 VSWR <1 A3:1 <1.43: 1 <1.43: 1 Intea Array >26dB >28dB >26dB Inter Array >28dB,Cc Pol. >24dB,Cc Pol. Port Isolation 800MHz//1900MHz:>28dB Inter Band 800MHz H 2600MHz:>28dB _ 1900MHz//2600MHz:>28dB Passive Intermodulation,IM3(@2x43dBm) s-110dBm s-110dBm <-105dBm Operation temperature -40°C to+55'C Antenna Control Interface Field Replaceable Internal RET,AISG2 0 • Beamforming Specification Cross Pole Configuration @d,a00MHz 0.65A Broadcasting Gain,dBi 17.5 beam Horizontal Beamwidth,deg. 65' ±5' Galn,dBi 22.5±0.5 Service beam boresight Horizontal BW,deg. 20" • Mechanical Specification Dimension(Length x Width x Depth) 2156mm x 533mm x 160mm(84.9"x 21.0"x 6 3") Antenna Weight 38.5kg /84.9lbs Adjustable Clamp Weight 6.4kg/14.1lbs Fixed Clamp Weight 1.8kg/4.Olbs Max.Wind Speed 67m/s(150mph) Wind Load(@100mph),Front/Side/Rear 1763 N/529 N/1763 N(397 Ibf/119 Ibf/397 Ibf) MAR j) 9 �1 I I-/ Connector(Type/Position) 8 x 7/16"DIN(Female),8 x MINI DIN(Female),1 x N type(Cal Port,Female)/Bottom PA�\ 2 V 151 •Specifications are subject to change without notice.September 231d,2016 1318 E. Ora ngethorpe Avenue, Fullerton G\92831 USA InQiaerTt KIN-11"I� EDTA (Electrical D. ern Tilt Antenna) RF&Microwave Products Field Replaceable Internal RET 817-869MHz, XX-pol., H651' /V80, ET0-80 AISG 185O-1995MHz, XX-pol., H600 / V51, ET0-80 2496-269OMHz, XXXX-pol., H700 / V5°, ET0-60 • Electrical Specification Product Number ETCR-6541-721-16 Frequency Range 817-869MHz 1850-1995MHz 2496-2690MHz 3dB Horizontal 65 t5' 60 f5` 70 t5" Beam-Width Vertical 8't1' 5'f1' 5'ti' Gain(dBi) 15.0 f0.5 18.0 f0.5 18-0 t0.5 Electrical Down Tilt Range 0-8` 0-8' 0-6' 1.t Upper Sidelobe Suppression >18dB(up to 15'EL) >18dB(up to 10°EL) >18dB(up to 10'EL) Front-to-Back Ratio @180±151(Total power) >25dB >28dB >28dB Polarization Type Dual,Slant±45' Dual,Slant f45' Dual,Slant f45° Cross-Polar -3dB HBW >15dB >15dB >13dB Discrimination(XPD) t60° >10d13 >100 >7dB Input Maximum CW Power 250W 250W 250W Impedance 5011 500 50i1 VSWR <1.43:1 <1.43: 1 <1.43: 1 Intra Array >26dB >28dB >26dB Port Isolation Inter Array >28dB,Co Pol- >24dB,Co Pol. 800MHz H 1900MHz:>28dB Inter Band 800MHz H 2600MHz:>28dB 1900MHz//2600MHz:>28dB Passive Intennodulation,IM3(0�D x43dBm) <-110dBm s-110d13m <_-105dBm Operation temperature -40'C to+55'C Antenna Control Interface Field Replaceable Internal RET,AISG2.0 • Beamforming Specification Cross Pole Configuration @2600MHz 0.65A Broadcasting Gain,dBi 17.5 beam Horizontal Beamwidth,deg. 65° +5' Gain,dBi 22.5±0.5 Service beam boresight Horizontal BW,deg. 20' • Mechanical Specification Dimension(Length x Width x Depth) 2156mm x 533mm x 160mm(84 9"x 21 0"x 6 3") Antenna Weight 38 5kg /84.9lbs Adjustable Clamp Weight 6.4kg/14.11bs Fixed Clamp Weight 1 8kg/4 Olbs Max.Wind Speed 67m/s(150mph) i?eceive Wind Load(@100mph),Front/Side/Rear 1763 N/529 N/1763 N(397 Ibf/119 Ibf/397 Ibf) MAR 0 9 �`I 11'/Connector(Type/Position) 8 x 7/16"DIN(Female),8 x MINI DIN(Female), 1 x N type(Cal Port,Female)/Bottom WD13�� •Specifications are subject to change without notice.September 23rd,2016 nly gm 1818 E Orangethorpe Avenue, Fullerton CA 92831 USA Srite nerd ,1 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 1033 WATERVLIET SHAKER RD,ALBANY, NY 12205 March 7,2017 Katie Johnson Program Manager Smartlink 50 110h Avenue SE, Suite 210 Bellevue,WA 98004 RE: Sprint 800MHz Project Mount Analysis Sprint Site Number: SE03XC229 Sprint Site Name: SMOKEY POINT Site Address: 16404 Smokey Point Boulevard,Arlington,WA 98223 Building Code: 2015 IBC/Washington State Amendments Design Standard: ANSMA-222-G Result: Pass Note: Dear Ms.Johnson: At your request, Infinigy Engineering, PLLC has reviewed the existing Sprint rooftop mounted equipment supports at the above referenced site for adequacy to support the existing and proposed loads for the referenced project. This evaluation is based on a review of the information from the Structural Analysis Report (dated 03/05/14) provided by CG Engineering and Construction Drawings (dated 03/06/17) provided by hifinigy Engineering, PLLC, This evaluation assumes that all structural members are in good condition,have not been altered from the manufacturer's original design, and have been installed per the manufacturer's requirements. Prior to installation of any new appurtenances, the contractor shall inspect the condition of all relevant members and connections and shall tighten all connections. The contractor is responsible for the means and methods of construction and shall notify Infinigy Engineering, PLLC immediately if any field conditions differ from those listed above. Should there be any questions,please do not hesitate to contact us at(518)690-0790, Sincerely, Joseph R. Johnston,P.E. �v�� `rN- VP Structural Engineering/Principal �- p o structural(iOntinigy.com x Washington P.E. License Number: 53981 �y ST/NRO INFINIGY8 .��r. .atl '�t •y F . • c � INFINIGY8 FROM ZERO TO INFINIGY fhe solutions are endless Structural Analysis Report March 7,2017 Site Name SE03XC229 Infini Job Number 499-035 Client Smartlink Pro osed Carrier S rint 16404 Smokey Point Boulevard, Site Location Arlington, WA 98223 480 8' 43.9584"N NAD83 1220 1 F 9.2718" W NAD83 Structure Type Ballast Mount Structural Usage Ratio 76.0% Overall Result Pass Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. CITY OTC' ARLINGTON BUILDING DEPARTMENT oS�4o wfD�'is APPROVED OFFICE � � o D• � ATE O NO CHANGES AUTHORIZED UNLESS APPROVED 13Y THE BUILDING INSPECTOR Received Nathaniel R. Ober, E.I.T. Structural Engineer 11 MAR 0 9 2017 P'b 15� AZ CA CO FL IL MD NC NH NJ NY TX Wk INFINIGY8 Structural Analysis Report March 7,2017 Contents Introduction....................................................................... 3 Supporting Documentation..................................................... 3 Analysis Code Requirements................................................... 3 Conclusion........................................................................ 3 Existing&Reserved Loading................................................... 4 To Be Removed Loading....................................................... 4 Proposed Loading................................................................ 4 Final Loading Configuration.................................................... 5 Structure Usages.................................................................. 5 Ballast Mount Usage............................................................. 5 Assumptions and Limitations................................................... 6 Calculations.................................................................... Appended ;Jf. SE03XC229 Page 2 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless Structural Analysis Report March 7,2017 Site Name SE03XC229 Infinigy Job Number 499-035 Client Smartlink Proposed Carrier Splint 16404 Smokey Point Boulevard, Site Location Arlington,WA 98223 480 8' 43.9584"N NAD83 1220 11' 9.2718"W NAD83 Structure Type Ballast Mount Structural Usage Ratio 76.0% Overall Result Pass Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. OS�4i1 R. f0� OF �0 'A 3 sS �R 4 Nathaniel R. Ober, E.I.T. Structural Engineer II PAD t314 CO Fl. INFINIGY8 Structural Analysis Report March 7,2017 Contents Introduction....................................................................... 3 Supporting Documentation..................................................... 3 Analysis Code Requirements................................................... 3 Conclusion........................................................................ 3 Existing&Reserved Loading................................................... 4 To Be Removed Loading....................................................... 4 ProposedLoading................................................................ 4 Final Loading Configuration.................................................... 5 Structure Usages.................................................................. 5 Ballast Mount Usage............................................................. 5 Assumptions and Limitations................................................... 6 Calculations.................................................................... Appended i SE03XC229 Page 12 Structural Analysis Report March 7, 2017 Introduction Infinigy Engineering has been requested to perform a structural analysis on the existing antenna supporting structures. All supporting documents have been obtained from the client and are assumed to be accurate and applicable to this site. The antenna mounts were analyzed using RISA 3D v. 15.0.2 software. Supporting Documentation Pro osed Loading Infinigy Engineering Job# 499-035, dated March 06, 2017 Previous Analysis CG Project#14057.507, dated March 5, 2014 Analysis Code Requirements Wind Speed 90 mph 3-Second Gust, VASD / 115 3-Second Gust, VULT Wind Speed w/ice 30 mph (3-secondgust)w/1/4" ice TIA Revision ANSI/TIA-222-G Adopted IBC 2015 IBC Washington State Amendments Structure Class II Exposure Category B Topographic Category 1 Calculated Crest Height 0 ft Spectral Response Ss= 1.091 g, Si =0.426 Site Class D-Stiff Soil Conclusion Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. If you have any questions, require additional information, or actual conditions differ from those as detailed in this report please contact me via the information below: Nathaniel R Ober, E.I.T. Structural Engineer II 1 Infinigy 1033 Watervliet Shaker Road,Albany,NY 12205 (0) (518) 690-0790 1 (M)(303) 704-0322 nober(a,in fin igy com I www.infinigy.com SE03XC229 Page 13 Structural Analysis Report March 7, 2017 Existing & Reserved Loading Rad Center(ft) Qty. Appurtenance Mount Sector Type 1 KMW ET-X-WM-18-65-8P 1 RFS APXVRRI3-C-A20 Alpha 1 2500 MHz RRH 1 1900 MHz RRH 1 KMW ET-X-WM-18-65-8P 1 RFS APXVRRI3-C-A20 Ballast 45.0 1 2500 MHz RRH Mount Beta 1 1900 MHz RRH 1 KMW ET-X-WM-18-65-8P 1 RFS APXVRR13-C-A20 Gamma 1 2500 MHz RRH 1 1900 MHz RRH To Be Removed Loading Rad Center(ft) Qty. Appurtenance Mount Sector Typ 1 KMW ET-X-WM-18-65-8P Alpha 1 RFS APXVRRI3-C-A20 45.0 1 KMW ET-X-WM-18-65-8P Beta 1 RFS APXVRRI3-C-A20 1 RFS APXVRRI3-C-A20 Gamma Proposed Loadiny- Rad Center(ft) Qty. Appurtenance Mount Sector Type 1 KMW ETCR-654L 121-16 2 800 MHz RRH Alpha 1 800 MIIZ Filter 1 KMW ETCR-654L 12H6 45.0 2 800 MHz RRH -- Beta 1 800 MHZ Filter 1 RFS APXV9ERR18-C-A20 1 800 MHz RRH Gamma 1 800 MHZ Filter SE03XC229 Page 4 Structural Analysis Report March 7, 2017 Final Loading Configuration Rad Center(ft) Qty. Appurtenance Mount Sector Type 1 KMW ETCR-654L 12H6 1 2500 MHz RRH 1 1900 MHz RRH Alpha 2 800 MHz RRH 1 800 MHZ Filter 1 KMW ETCR-654L 121-16 1 2500 MHz RRH 45.0 1 1900 MHz RRH Ballast Beta 2 800 MHz RRH Mount 1 800 MHZ Filter 1 RFS APXV9ERR18-C-A20 j 1 KMW ET-X-WM-18-65-8P 1 2500 MHz RRH Gamma 1 1900 MHz RRH 1 800 MHz RRH 1 800 MHZ Filter Structure Usages Mount Horizontal 48.0 Pass Mount Pipe 13.7 Pass Rating= 48.0 Pass Ballast Mount Usage Reaction Data Design Capacity Analysis Reactions Result Overturning lb-ft 6890.8 2320.8 33.7% Shear lbs. 1192.0 464.2 38.9% Axial s 40.0 1 30.4 1 76.0% Ballast Mount is adequate per rigorous structural analysis SE03XC229 Page 5 Structural Analysis Report March 7, 2017 Assumptions and Limitations Our structural calculations are completed assuming all information provided to Infinigy Engineering is accurate and applicable to this site. For the purposes of calculations,we assume an overall structure condition of"like new" and all members, connections, anchors, and masonry to be free of corrosion and/or structural defects. The structure owner and/or contractor shall verify the structure's condition prior to installation of any proposed equipment. If actual conditions differ from those described in this report Infinigy Engineering should be notified immediately to complete a revised evaluation. Our evaluation is completed using standard TIA,RISC,ACI, and ASCE methods and procedures. Our structural results are proprietary and should not be used by others as their own. Infinigy Engineering is not responsible for decisions made by others that are or are not based on our supplied assumptions and conclusions. This report is an evaluation of the rooftop mounted equipment and/or antenna supporting structures to be proposed or modified as shown in the referenced construction drawings. Applicable building element adequacy to support these structures is also evaluated when the applied forces increase significantly based on engineering judgment. SE03XC229 Page 16 ,1 I . J ;!Infinigy Engineering, PLLC. Existing Mount NRO SE03XC229 Mar 7, 2017 at 3:22 PM 499-035 Site Pro-1 RTW14.r3d Site Name SE03XC229 Client: t Spri r, Sprint S n k I N F I N I GY 8 Carrie Engineer: NRO FROM ZERO TO INFINIGY Date: 3/7/2017 the solutions me endless INFINIGY WIND LOAD CALCULATOR 3.0 Site Information Inputs: Rooftop Inputs: Adopted Building Code: 20121BC Rooftop Wind Speed-Up?: No Structure Load Standard: ASCE 7-10 Antenna Load Standard: TIA-222-G Structure Risk Category: II Structure Type: Rooftop Number of Sectors: 3 Structure Shape 1: Flat Wind Loading Inputs: Wind with No Ice Design Wind Velocity: 110 mph(ultimate 3-second gust) q,(psf) Gh I FIT(psf) Wind Centerline 1(z,): 45.0 ft 20.71 0.85 39.35 Side Face Angle(B): 60 degrees Exposure Category: B Topographic Category: 1 Ice Loading Inputs: Is Ice Loading Needed?: No Input Appurtenance Information and Load Placements: Appurtenance Name Elevation(ft) Total Ka Front Side % EPA Fz Fx Fz(60) Fx(30)Quantity Shape Shape (psf) (ft') (Ibs) (Ibs) (Ibs) (Ibs) KMW ETCR-654L121,16 45.0 2 1.00 Flat Flat 20.71 15.71 276.52 105.67 148.38 233.80 RFSAPXV9ERR18-C-A20 45.0 1 1.00 Flat Flat 20.71 8,02 141.27 102.26 112.01 131.52 KMW ET-X-WM-18-65-8P 4S.0 1 1.00 Flat Flat 20.71 6.68 117.67 52.58 68 85 101.39 800 MHz Filter 45.0 3 1.UU Flat Flat 21J.%1 1.22 21.52 18.95 19.bu 21.1.88 2S00 MHz RRH 45.0 3 1.00 Flat Flat 20.71 2.40 42.30 25.79 29.91 38-17 1900 MHz RRH 45.0 3 1.00 Flat Flat 20.71 2.40 42.30 25-79 29.91 3817 800 MHz RRH 45.0 5 1.00 Flat Flat 20.71 2.32 40.76 29.21 32.10 37.87 Date: 3/7/2017 Appurtenance Base Shear Client: Smartlink Carrier: Sprint Engineer: NRO Site: SE03XC229 Job#: 499-035 Seismic Design Requirements for Non-Structural Components ASCE7-10 Chapter 13 13.3.1 Seismic Design Force aP: 1 Component Amplification Factor-Table 13.5-1 RP: 2.5 Component Response Modification Factor-Table 13.5-1 00: 1 Component Overstrength Coefficient-Table 13.5-1 Appurtenance Height: 7.08 ft Appurtenance Width: 1.75 ft Appurtenance Length: 0.53 ft WP: 84.90 Ibs Component Operating Weight z: 40.0 ft Elevation of Point of Attachment of Component h: 40.0 ft Average Roof Height of Structure S5: 1.091 g Sl: 0.426 g Site Class: D ANSI/TIA-222-G Table 2-11(Default is"D") Structure Class: Il ANSIITIA-222-G Table 2-1(Default is"II") Importance Factor: 1 Fa: 1.064 ASCE7-10Table 11.4-1 Fv: 1.574 ASCE7-10 Table 11.4-2 SDs: 0.774 g SD1: 0.447 g FP Max: 105.08 Ibs 13.3.2 FP Min: 19.70 Ibs 13.3.3 FP Design: 31.53 Ibs 13.3.1 Total Seismic Design Force: 31.53 Ibs Anchorage Shear Force: 31.53 Ibs 12.4.3.1 Wind Base Shear: 105.67 Ibs Wind Controls Company Infinigy Engineering,PLLC. Mar 7,2017 N F I N I G Y 8 Designer NRO Checked PM ke Job Number 499-035 Checked By:JRJ Model Name SE03XC229 Member Primary Data - Label I Joint J Joint K Joint ?_Sectiort(_Sha TvDe Desion List Material inn Rules 1 I M1 N7 N8 90 1 Mount Angles I 13 rn I SinaleAnaleA36 Gr.36 T ical Mount Angle A36 Gr.36ypiCal 3 M3 N5 N6 Mount Angles Beam Sin ale le A36 Gr.36 Typical N7 270 Middle An les Beam 'Double Angle .. A36 Gr.36 Iypical 5 M5 N6 N8 Mount Angles Beam Sin le Angle A36 Gr.36 Typical NIS NO NZ Mount Angles Beam L in I Ap_q le A36 Gr.36 7 Mil N18 N19 Mount Angles Beam Single Anqle A36 Gr.36 Typical 12 Middle Angles Beam JiDouble An le .. A36 Gr.36 Typical 9 M13 N23 N6 270 Mount Angles Beam Sin le An le A36 Gr.36 T ical 10 M14 N20 N21 270 Mount Angles Beam Sinale Angle A36 Gr.36 TvDiCal 11 M15 N22 N23 270 Mount Angles Beam ,Single Angle A36 Gr.36 Typical _ Mount Angles Single Angle A36 Gr.36 Typical 13 M18 N7 N22 Mount Angles gam Single An- le A36 Gr.36 _ Typical 14 M16Mount An les B ]eAnte A36 Gr.36 ' i L 1 _M17A N45A N52 270 Mount Angles...--Beam Single Angle,A36 Gr.36 Ty cal N31 N5 Mount Angles A36 Gr.36 Typical 17 M19 N31 N33 90 Mount Angles Beam Sin le Angle A36 Gr.36 T ical 8 N5 Mount Angles am i 1e Ang a A36 Gr.36 Typical 19 MP1 N35 4 A Mount P' B m i e 5 Gr.B is . 20 M23 36 N18 Mount Angles Beam. -Sin_gleAngjejA36Gr.36lTypical 21 M24 N40_ N31 Mount Angles Beam Single An leA36Gr.361 Typical 22 M26 N38 N20 i 270� Mount Angles r Beam .Single An le A36 Gr.36! T i 1 23 M27 N40 _ N22 270 Mount Angles Beam Single Angle.A36 Gr.36 T pica 24 HIV 29 N3 N40 Mount Angles Beam ,Single Angle A36 Gr.36 T pic I 25 MP2 N47 N48 Mount Pine_. Beam Pie AN Gr. B Typical 26 MP3 N40A N41B I Mount Pie Beam I Pipe IA53 Gr.B Typical 27 MP4 N43B N44B Mount_Pipe_ Beam Pipe A53 Gr_._B Typical Material Takeoff Material maize Pieces_ _Lengt_hlin] WeighlIK] Ho_t_R__o__lled Steel _ r. L2.5x-2.5x3 21 17 _ .5 3 _A36 Gr.36 LL2.5x2.5x3x 2 138 _ 0 A53 G r.B P UP -3.0 4 384 2 Total HR Steel 27 2119_7 .8 Basic Load Cases 4LC pti_on Ceteggty X Gravity Y Gravity Sz V Ql_ _point-Dls aS�@ 1 Self Weight DL _-1 10 2 n Load AZI 1 3 Wind Load AZI 090 WLX I 10 1 4 BLC 2 Transient Area Loads None 1 5 BLC 3 Transient Area Loads o 12 Load Combinations Description S.-P._S...B_.Fa... BLC Fa...B Fa B Fa B Pa...B....Fa....B... F 1 _1,4D 'Yes'Y_ DL,1.4 + 1 W y 1 000_ red DU 1.2 WLZ 1 3 1.2D + 1 W�AZl 030_ es'Y ' DL 1.2 WLZ 866 W.. .5 + 1 WAZLOO DL 5 1N...•866 5 1.21D + 1 W AZI 090 Yesl Y ' DL 1.2 RISA-31D Version 15.0.2 [C:\Users\nober\Desktop\SE03XC229\Site Pro-1 RTW14.r3d] Page 1 Company Infinigy Engineering,PLLC. Mar 7,2017 N F I N I G Y 8 Designer NRO Checked PM ke Job Number 499-035 Checked By:JRJ Model Name SE03XC229 Load Combinations (Continued) _ S_.,B...Fa..., BLG Fa_.B_.-Fa._B...Fa...8...Fa.,.B_Fa...B...Fa...B...Fa...B...Fa...B...rFa, 1.2D+Description Se. Y? DL - W..,.866 7 1.2D+ 1WAZI 150 j esl Y IDLI1.2 W_Z-.8...IW.. .5 1.2 + 1 -80 Ye Y IDLI1.2 9 1.2D+ 1 W AZl 210 Ye Y DL 1.2 WLZ-•8••• 10 1.2D+ 1 W AZI 240 KtOL ..-.8... 11 1.21D+ 1 W AZI 270 e Y DL 1.2 W -1 2 1.2D+ I W AZJ 300 Yeo Y L 1 -.8... 13 1.2D+ 1 W AZl 330 YeO Y I QLI 1.2 WLZ.866'W. -.5 14 0.9D+ IW 1 15 0.9D+ 1 W AZI 030 Yes Y DL .9 WLZ .866 W.. .5 J117'7 + 1060 a WLZ W...866 0.9 + WAZI 090 e Y DL W.• 1 + 1 I 1 e -.5 W.. 866 0.9D+ 1 W AZI 150 Yet Y IDLI .9 WLZ,-.8...W.• .5 20 0.9D+ 1WAZI 18 -1 21 0.9D+ 1 AZI 210 SsYl DL .9 WLZ-.8...W.-.5 D+ 1 I 240 e -.5 -i-.8... 23 0.91D+ 1 W AZI 270 _KeA Y D .9 W.. -1 40,91D+ 1WAZI 300 e Y ....8... 25 0= + 1 W 30 e Y D 9 WLZ.866 W.. _.5 D E� Envelope Joint Reactions Joint X ftl LC Y nbI LC Z IIIJI LC MX Fk-ffl LC MY fk-ftl LC MZ Ilk-10 L 1 N5 Imax 401.619 171 131 687 2 63.584 14 0 14 0 14 0 1 1 min -4 -.002 NQ max 492.265 17 653.531 12 47,308 14 0 20 0 14 -.011 14 min - - 32 -4 1 5 N18 max 0 171 49.518 1 0 2 .005 1 0 17 0 1 min 0 11 , 31,833 1 -003 14 11 0 7 N19 max. 0 7 24.77 1 0 2 .003 1 0 7 -.011 14 min , 1 2 14 9 N20 max 0 17 49.518 1 0 14 -.003 14 0 11 0 1 min_, 0 11 31.833 9 -.005 1 0 17 0 2 11 N21 max 24,77 1 0 4 -002 14 0 22 -.011 14 - mi, 22 1 4 14 -.003 -.018 13 N22 max 27.573 171 784.878 8 823.869 2 .002 1 0 2 0 20 14 mi - 7 -7 .3 -024,493 8 0 15 N23 max 27.573 17 201.943 8 205.875 2 0 1 0 2 -.011 20 -1 1 4 0 90 -.018 1 17 N31 max 18.789 7 661.89 4 12.924 14 0 14 .001 8 .018 1 18 min -6.759 25 -2 -12,947 20 0 1 - 1 .011 114 1 N36 max 0 14 24.77 1 1 2 .003 1 0 14 .018 1 20 inirL 0 8 1 15.924 14 0 2 1 .011 14 21 N38 max 0 21 24.77 1 0 14 -.002 14 0 3 .018 1 22 min 1 0 3 15,924 14 D 1 .011 14 23 N40 max 27.573 5 313.21 8 327.232 2 0 1 0 2 .018 1 min -27 1 -259,922 14 - 2 .992, 8- 0 2 .011 2 25 Totals: max 988.795 5 1581.02 1 11480,586 2 RISA-31D Version 15.0.2 [C:\Users\nober\Desktop\SE03XC229\Site Pro-1 RTW14.r3d] Page 2 Company Infinigy Engineering,PLLC. Mar 7,2017 N F I N I G Y 8 Designer NRO Checked PM ke Job Number 499-035 Checked By:JRJ Model Name SE03XC229 Envelope RISC 14th(360-10):LRFD Steel Code Checks Member_Sipe Cade Check L .LC She...Lo..,_.__,,,phi'P...phi'P...ph'M...phi'M...... 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SITE TYPE : ROOFTOP COUNTY: SNOHOMISH @smartlink RAD CENTER: 45'-0" JURISDICTION : CITY OF ARLINGTON 50116TH VEND WASHINGTON 98004 10 PROJECT SUMMARY: SHEET INDEX: EINVINEERIIAI 1 8' SITE ADDRESS: SHEET: DESCRIPTION: i WA,S&Cd 164G4 SMOKEY POINT BLVD ARLINGTON,WA 98223 T-1 TITLE SHEET PROPERTY OWNER: T-2 SPECIFICATIONS A NOTES G. PREWITI` A-1 SrrE PLAN 14721 MARRY EVERGREEN WAY A-2 ENLARGED SITE PLAN tt 7 STANWOOD,WA 98292 A-3 ELEVATIONS A-4 ANTENNA PUNS k SCHEDULES • OPY A-4.1EQUIPMENT DETAILSA-4.2 EQUIPMENT DEALSSPRINT A-5 GROUNDING PLAN h SINGLE LANE DIAGRAMALPFHA/BETA) U15395 SE 30TH PL A-5.1 GROUNDING PN B SINGLE UNE OLAGRAM GAMMA) OFFICE �j� '}:)•%I•; BELLEVUE,WASHINGTON 98007 �iC•_ /,tfS1.L��\�� CONSTRUCTION JIM ZA WIEGEL(4(25)38 4323 SITE f(�N� CONSTRUCTION MANAGER: JIM ZACHARIASEN 425 387-2404 s' BUILDING SUMMARY: OCCUPANCY CLASSIFICATION: U �-6`1 TYPE OF CONSTRUCTION: TYPE V-B ZONING: HC-HwrCOMM'L PROJECT DESCRIPTION: AREA OF CONSTRUCTION: NO INCREASE AT THIS TIME. DRAWING NOTICE: ASSESSORS PARCEL NUMBER: 3105-29D-010-150-0 LATITUDE: 441.1455442 LONGITUDE: -122.155909 SPRINT PROPOSES TO MODIFY AN EXISTING SITE AS FOLLOWS: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE • REMOVE(5)EXISTING PANEL ANTENNAS THE SOLE PROPERTY OF SPRINT AND MAY NOT BE • INSTALL(3)NEW PANEL ANTENNAS REPRODUCED,DISSEMINATED OR REDISTRIBUTED • INSTAL(5)NEW RRUS WITHOUT THE EXPRESS WRITTEN CONSENT OF • INSTALL 3 NEW FILTERS �y SPRINT. • PANT TO MATCH AS REQUIRED _ CITY OF ARLINGTON © vl �•'l REVISIONS THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN EXISTING BUILDING DEPARTMENT DESCRIPTION DATE BY RF.V UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY SPRINT IN ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY SPRINT. INnNIGY HAS "PROVED INCORPORATED THIS SCOPE OF WORK IN THE PLANS. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING STRUCTURAL STABILITY ANALYSIS PREPARED BY A LICENSED STRUCTURAL ENGINEER. STRUCTURAL ANALYSIS MUST INCLUDE BOTH TOWER AND MOUNT. CONSULTING TEAM: APPROVALS: NO CK*KM AMORIZED FOR CONSTRUCTION 03106/17 JIB 0 ARCHITECTURAL a ENGINEERING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND UNLESS APPROVED BY THE REVISED SOW 034D1/17 IB B INFINIGY ENGINEERING AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED BUILDING!N PE TOR ISSUED FOR REVIEW 02A1B/17 EA A HEREIN.ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL Te'T,s 50 116TH AVENUE SE,SUITE 210 .- -•- ="' "- BELLEVUE.WASHINGTON 98004 BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. _ It'SITE NAME PHONE:(425) CONTACT:JOSEPHI-4215 80GAJCZYK I SMOKEY POINT PRINT NAME SGNAI„RE DATE APPLICABLE CODES: PLAN CHECK COMMENTS: SITE ACWI6TIXNN: SPRINT SITE4 SMARTUNK, LLC 50 116TH AVE SE,SUITE 210 PRO,I,MANAGER ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE 1. SE03XC229 BELLEVUE.WASHINGTON 98004 WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY PHONE:(406)749-0046 THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONTACT: BRIANNE PETERSEN CONST.PM. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 2' S1TE ADDRESS: ZONING: RF ENGINEER - - 1. INTERNATIONAL BUILDING CODE(2015 IBC) 3' 16404 SMOKEY POINT BLVD 2. TIA-ELA-272-G OR LATEST EDITION SMARTINK LLC . . .. 3. NFPA 780 -LIGHTNING PROTECTION CODE so 118TH,AVE SE, SUITE 210 SrTE AGO REP 4. ION NATIONAL ELECTRIC CODE(2014 NEC) ARLINGTON,WA 98223 BELLEVUE.WASHINGTON 98004 PLAN.CONSULTANT CONTACT: NARCY 5. NATAL OR LOCAL APPLICABLE CODES, MOST RECENT EDITIDNS PHONE:(425) 34 6. LOCAL AMENDMENTS TO ME ABOVE,WHERE APPLICABLE SHEET DESCRIPTION: SEARS PROP.OWNER S. LIFE/SAFETY CODE NNFFPPAE-5101 SPRINT REP. Senn TITLE SHEET "A 12�-1+ -SHEET NUMBER: Know what's below. Call before you dig. T—1 www.call811.com 1 1 PLANS PREPARED FOR: Sprint )t* 15395 BE 30TH PL BELLEVUE,WASHINGTON 98007 Sprint PLANS PREPARED BV'. INFINIGY9 FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 SITE NUMBER: SE03XC229 ADDRESS : 16404 SMOKEY POINT BLVD JOB NUMBER 499-035 SITE NAME : SMOKEY POINT ARLINGTON , WA 98223 SITE ACC. SITE TYPE : ROOFTOP COUNTY: SNOHOMISH � smartlink RAD CENTER: 45'-0" JURISDICTION : CITY OF ARLINGTON 50ELLEVAVENUE SE,SUITE 210 4 BELLEVUE,WASHINGTON 98004 ENI:INEFRI!Jt,c PROJECT SUMMARY: SHEET INDEX: $. c SITE ADDRESS: SHEET: DESCRIPTION: `l(•NAJA.S�/,A 16404 SMOKEY POINT BLVD �•. •Y�1. ARLINGTON,WA 98223 7 -1 TITLE SHEET 4 / T-2 SPECIFICATIONS k NOTES PROPERTY OWNER: A-1 SITE PLAN •� , 14721 EVERGREEN WAY A-2 ENLARGED SITE PLAN STANWOOD,WA 98292 A-3 ELEVATIONSI A-4 ANTENNA PLANS h SCHEDULES A-4.1 EQUIPMENT DETAILS % A�LM�V4T: A-4.2 EQUIPMENT DETAILS SPRINT A-5 GROUNDING PLAN h SINGLE LINE DIAGRAM(ALPHA/BETA) 15395 SE 30TH PL A-5.1 GROUNDING PLAN h SINGLE UNE DIAGRAM(GAMMA) BELLEVUE,WASHINGTON 9B007 �C'� f.,I t'•K REPRESENTATIVE: TERYLE WIECEL(425)761-4323 'Vv CONSTRUCTION MANAGER: JIM ZACHARIASEN(425)387-2404 SITE ONAI.F' BUILDING SUUWARY: ' //fit ^� OCCUPANCY CLASSIFICATION: U 1 !3-6_1 / TYPE OF CONSTRUCTION: TYPE V-S JJ �J ZONING: HC INCCREASEREASE A AT THIS TIME.-N PROJECT DESCRIPTION:AREA OF CONSTRUCTION: NOT DRAWING NOTICE'. ASSESSORS PARCEL NUMBER: 3105-290-010-150-0 LATITUDE: 48.1455442 LONGITUDE: -122.185909 SPRINT PROPOSES TO MODIFY AN EXISTING SITE AS FOLLOWS: THESE DOCUMENTS ARE SPRINT E D MAY ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE • REMOVE(5)EXISTING PANEL ANTENNAS • INSTALL(3)NEW PANEL ANTENNAS REPRODUCED,DISSEMINATED OR REDISTRIBUTED • INSTALL(5)NEW RRUS WITHOUTTHE EXPRESS WRITTEN CONSENTOF • SPRINT. INSTALL(3)NEW FILTERS • PAINT TO MATCH AS REQUIRED ( REVISIONS'. THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN EXISTING DESCRIPTION DATE BY REV UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LEASED BY SPRINT IN ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY SPRINT. INFINIGY HAS INCORPORATED THIS SCOPE OF WORK IN THE PLANS. THESE PLANS ARE NOT FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING STRUCTURAL STABILITY ANALYSIS PREPARED BY A LICENSED STRUCTURAL ENGINEER. STRUCTURAL ANALYSIS MUST INCLUDE BOTH TOWER AND MOUNT. CONSULTING TEAM: APPROVALS: FOR CONSTRUCTION 21/ 117 IB ° REVISED SOW 03/OIll7 IB B ARCHITECTURAL•ENGINEERING: THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND ISSUED FOR REVIEW 02NBI17 EA A AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED INFINIGY ENGINEERING HEREIN.ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL M:i: d2Ld y��1' _= Te-rn6 50 11UH AVENUE SE,SURE 210 '- SITE NAME. BELLEVUE,WASHINGTON 98004 BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. _ PHON (425 I'ONTPH BOFAJCZYK PRINT NAME SIGNATURE DATE APPLICABLE CODES: PLAN CHECK COMMENTS: SMOKEY POINT SPRINT SITE M'. SITE ACQUISITION: SMARRINK,AVE SE,SUITE 210 PROJ.MANAGER LLC ALL WORK SHALL BE PERFORMED AND MATERIALSMATERIALSINsrALLm IN ACCORDANCE 1. SE03XC229 50 118TH BELLEVUE,WASHINGTON 98004 WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY PHONE:(405)749-OG46 THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE 2, SITE ADDRESS'. CONTACT: BRIANNE PETERSEN COMET. PM. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. ZOMMG. RF ENGINEER 1. INTERNATIONAL BUILDING CODE 2015 IBC) 3. 16404 SMOKEY POINT BLVD 2 OR EDMON SMARRINK,LLC SITE ACO. REP. 3. NFPA 780--LIGHTN G PROTECTION CODE ARLINGTON,WA 98223 50 11UIH AVE SE, SUITE 210 4 NAT04AL ELECTRIC CODE 014 NEC) BELLEVUE,WASHINGTON 98004 5. NATIONAL OR LOCAL APPLICABLE2 CODES,MOST RECENT EDITIONS PHONE: (425)444-1434 PLAN.CONSULTANT B. LOCAL AMENDMENTS TO THE ABOVE,WHERE APPLICABLE Deceived SHEET DESCRIPTION. CONTACT:NANCY SEARS 7. CITY/COUNTY ORDINANCES PROP.OWNER 8. LIFE SAFETY CODE NFPA-101 a SPRINT TIER _ - MAR o q 201`7 TITLE SHEET �p 1-;5 I. SHEET NUMBER'. Know whaYs below. ,/�11 Cell before you dig. T-1 www,cc11611.com PLANS PREPARED FOR GENERAL SPECIFICATIONS PAINTING NOTES&SPECIFICATIONS STRUCTURAL SPECIFICATIONS Sprint `y y 1 THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT 21. THE CONTRACTOR SHALL PROVIDE TEMPORARY WATER.POWER AND TOILET A. GENERAL A GENERAL 7. MIXING: PREPARATION OF CONCRETE SHALL CONFORM TO ASTM A201 'GENERAL CONDITIONS OF THE CONTRACT FOR C0NSTRIICN1.ARE FACILITIES AS REQUIRED BY THE PROPERTY OWNER,SPRINT.AND THE CRY C-94. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN 15395 BE 30TH PL INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN OR GOVERNING IGEKt 1. ALL PAINT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS 1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED,THE CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS BELLEVUE,WASHINGTON 98007 22 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING TIE SPECIFICALLY NOTED OTHERWISE BY SPRINT. FOLLOWING GENERAL NOTES SHALL APPLY. INFORMATION ON APPROVED BY A TESTING AGENCY. 2.THIS FACILITY IS AN UNOCCUPIED PCS`TELECOMMUNICATIONS SITE AND 4 THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE. EXEMPT FROM ADA ACCESS REQUIREMENTS CONSTRUCTION DOCUMENTS 10 ILLUSTRATE THE AS-BUILT CONDITION OF THE 2, CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES B. SEGREGATION OF AGGREGATES: CONCRETE SHALL NOT BE FLOPPED SHE.IRS SMALL BE DONE 91ER THE SITE HAS BEEN AWARDED FINK PER LATEST EDITION OF MANUFACTURER'S SPECIFICATIONS. A ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON THROUGH REINFORCING STEEL(AS IN WALLS, COLUMNS, CAISSON, PLANS PREPARED BY- VISIT PRIOR TO SLOAMSION OF BIDS,THE CONTRACTORS PARTICIPATING SHALL INSPECTION BY THE RESPONSIBLE BUILDING AGENCY.ONE SET OF REd.INEO VISIT ME JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS TO DRAWINGS SHALL BE PROVIDED TO THE SPRINT CONSTRUCTION MANAGER. PLANS, SECTIONS AND DETAILS. AND DROP CAPITALS) 50 AS TO CAUSE SEGREGATION OF AGGREGATES. CONFIRM TENT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN, J. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS REGARDING USE HOPPERS,CHUTES,TRUNKS OR PUMP HOSE SO THAT THE FREE I N F I N I G Y AS WELL AS TO FAMILIARIZE iMEILSLLVE$WITH ALL fELO CONDIl10NS 2J, THE LATEST EDITION OF ALL PERMITTED AND APPROWD PLAINS IERTAINHNO SUFFICIENT DRYING TIME BETWEEN COATS WITH PROVISIONS AS B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. AFFECTING THE PROPOSED PROJECT INCLUDING DEMOLITION.ELECTRICAL.. TO THIS PROJECT SHALL BE KEPT IN A PLAN BOX AND SHILL NOT BE USED RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. OVER GENERAL NOTES AND TYPICAL DETAILS. L1Y WORKERS.ALL CONSTRUCTION SETS SHALL REFLECT THE SAME MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEONC WITH 9. SPLICES OF REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 TNiORMAT10N.THE CONTRACTOR SHALL ALSO MAINTAIN IN Ii000 C01101IH7N, 4. FINISH COLOR AND TENURE OF ALL PAINTED SURFACES SHALL DIAMETERS AND SECURELY WIRED TOGETHER. SPLICES OF ADJACENT FROM ZERO TO I N F I N I GY FOUND. HE C SHOULD ANY ERRORS. LLI I&AVE TE Y NOTIFY BE C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL ORE COMPLETE SET OF PLANS WITH Al!REVISIONS.ADDENDA VINO CHANGE MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. FOUND, NNE CONSTR CONTRACTORMANAGER SALLIED I KE ARCHITECT, 1101IY IN WRITING, ORDERS ON THE PREMISES AT ALL TRIES.THESE ARE TO BE UNDER THE BY SPRINT. TAKE PRECEDENCE OVER THE SPECIFICATIONS. THE SPRINT cowsTRucTIDN MANAGER AND NNE ARCHITECT, the solutions are endless CARE OF THE CONSTRUCTION SUPEROMFJlOINT. 2. OTHER TRADES:SEE THE ARCHITECTURAL DRAWINGS FOR ALL 4.W THE EVENT OF DISCREPANCIES W1iMN THESE DRAWINGS,THE CONTRACTOR 5. ALL PANT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE 10. REAR CLEARANCE: MINIMUM COVERAGE FOR JOISTS, BEAMS,GIRDERS SHALL INCLUDE THE MORE COSTLY OR EXTENSF4 WORK IN THE 610.UNLESS THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND W RO LIARTY Of S ON SPRINT CONSTRUCTION MANAGER. DIMENSIONS NOT SHOWN. AND COLUMNS SHALL BE ET FACE OF STIRRUPS OR TIES.UNLESS 50 1 LLE AVENUE BE,SUITE 210 SPCCIf1CALlY DIRECTED OTHERWISE BY SPRINT,IF A DISCREPANCY EXISTS A ONLY BASIS,E%CEPi FOR THAT SPECIFIED AS THE PROPERTY OF THC OTHERWISE NOTED,CONCRETE COVERAGE FOR REINFORCING BARS TO BELLEVUE,WASHINGTON BB004 AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED,THE BUILDING OR PROPERTY OWNER AND SHALL E%ERME"ICI CONTROL B, PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH 400 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY FACE OF BAR SHALL BE AS FOLLOWS: OVER SITE CLEANING THROUGHOUT CONSTRUCTION AND FINK CYAN-Up UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. JOB NUMBER 499-035 GENERAL CONTRACTOR SHAM BE HELD RESPONSIBLE EDIT ALL COSTS GRIT SANDPAPER AND NON-HYDROCARBON WASH-PREPARE GALVANIZED INCURRED TO REPAIR OR CORRECT ALL PROBLEMS THAT RESULT. UPON COMPLETION OF WORK.ALL AREAS ARE TO BE LEFT IN A BROOM SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE A.CONCRETE IN CONTACT WITH EARTH, UNFORMED 3" CON K CONDITION R THE ENO P EACH 0.1E MEN D A VACUUM CLEAN SSPC-SP1. SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS S.THESE DRAWINGS SHALL NOI BE SCALED AS THESE DRAWINGS ARE INTENDED CAT C M COMPLETION FREE FROM PIPIT SPOTS,DUST OR SMUDGES OF ANY MATURE B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" SITE NCO. 10 BE OR DIAGRAMMATIC PURPOSES ONLY.FIGURED DIMENSIONS HAVE. Ai COANPlf1gN a WORK. C.WALL, EXTERIOR FACE 1-1/2' PRECEDENCE OVER DRAWING SCALE AND DETAIL DRAWINGS HAVE 7. FURNISH DROP CLOTHS,SHIELDS, MASKING AND OTHER PROTECTIVE 4. SHORING: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PRECEDEN(Z OWFR SMALL SCALE ORAWBYGS.CONHRACTOR SHWI CHECK 11E 2& THE GENERAL CONTRACTOR MUST PERFORM WORK DURING PROPERTY METHODS TO PREVENT SPRAY OR DROPPINGS FROM DAMAGING ADJACENT TO INSTALL ALL TEMPORARY BRACING AND SHORING TO INSURE D. WALL, INTERIOR FACE ACCURACY OF ALL DIMENSIONS IN THE FIELD.UNLESS SPECIFICALLY NOTED, OWNER'S PREFERRED HOURS TO AWAD DISRUPTION OF NORMAL ACTIVITY. SURFACES AND FACILITIES. THE SAFETY OF THE WORK UNTIL IT IS COMPLETED.THIS INCLUDES E. STRUCTURAL SLABS 3/4" DO NOT FABRICATE ANY LATERALS.OR BEGIN ANY CONSTRUCTION UNTIL THE UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. F.JOISTS 3/2" <V/ sma rtl i nk ACCURACY OF DRAWING DIMENSIONS HAS B�1 VERgD AGAINST ACTUAL 2&ALL EXPOSED METAL SHALL BE HOT-DIPPED GALVANQED & APPLY PAINT BY AIRLESS SPRAY,SANDING LIGHTLY BE EACH G. BEAMS, GIRDERS&COLUMNS 1-1/2" `� FIELD CK ENSMS SUCCEEDING ENAMEL COAT ON FLAT SURFACES.APPLY MATERIAL TO 5. SAFETY:THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. 27.SEAL ALL PENETRATIONS THROUGH FIRE-RAILD AREAS WITH U.L.LISTED OR ACHIEVE A COATING NO THINNER THAN THE DRY FILM THICKNESS UNLESS OTHERWISE INDICATED,THEY DO NOT INDICATE THE METHOD 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE PLACED IN &THE CONTRACTOR SHILL INCLUDE IN HIS OR HER BIO ALL MATERIALS. FIRE MAR.9WL APPROVED MATERIALS IF AND WHERE APPLICABLE TO MI5 INDICATED, OF CONSTRUCTION. BEAMS, SLABS,WALLS AND COLUMNS, EXCEPT THOSE SHOWN ON THE EQUIPMENT,APPURTOWICES MNO LABOR NECESSARY TO COMPLETE THE FACILITY AND PROJECT SITE PLANS. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR WORK AS WERCATED OR IMPIED BY THESE DRAWINGS. B. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND B. WATERPROOFING:WATERPROOFING AND DRAINAGE DETAILS OR 50 116TH AVENUE BE,SUITE 210 2&PRIME A PORTABLE FIRE EXTINGUISHER WITH A RATING CT NOT LESS THAN ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES.ALL BELLEVUE,WASHINGTON 98004 7.CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION MANAGER,THE 2-A OR 2-AI DOC WRNIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF SPECIFICATIONS SHOWN IN THESE DRAWINGS ARE FOR GENERAL PLUMBING, ELECTRICAL AND MECHANICAL OPENINGS SHALL BE PRGWERIY OWNER AND THE ARCHITECT IF ANY DETAILS ARE CONSIDERED TIE PROJECT AREA UNDER CONISiRUCnOHL 10. CONTRACTOR SHALL CORRECT RUNS,SAGS, MISSES AND OTHER DEFECTS INFORMATIONAL PURPOSES ONLY. CONTRACTOR TO NOTIFY THE SLEEVES CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS IMPRACTICAL,UNSUITABLE.UNSAFE,NOT WATERPROOF,OR NOT WITHIN INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY OBTAINED FROM THE STRUCTURAL ENGINEER. CUSTOMARY TRADE PRACTICE.IF WORK Ia PERFORMED,R WEE BE 29.ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 CONSTRUCTION MANAGER. REPAINT AS NECESSARY TO ACHIEVE SURFACES INADEQUATE OR IMPROPER CONDITIONS ASSUMED THAT THERE IS NO OBJECTION TO ANY DETAIL.DETAILS ARE VINO BID, THAT ARE SMOOTH,EVENLY COATED WITH UNIFORM SHEEN AND FREE 12. EMBEDDED ITEMS: CONDUIT PLACED IN A CONCRETE SLAB SHALL ENGINFFRIN INTENDED TO SHOW THE END RESULT OF THE DES".MINOR B. STEEL Jp, ALL NEW OPENINGS IN IlE EXTERIOR ENVELOPE OF CONDITIONED SPACES FROM BLEMISHES. / � W MODIFICATIONS MAY Be REQUIRED,TO SENT JOB CONDITIONS,AND SILL NOT HAVE AN OUTSIDE DIAMETER GREATER THAN 1 4 THE THICKNESS BE INCLUDED AS PART OF TIE WORK. SUCH AS AT WALL AND ROOF PENETRATIONS SHALL 0E CAULKED OR OF THE SLAB.CONDUIT SHALL NOT BE EMBBEDED IN A SLAB THAT SEALED TO UNIT NFILTRATION OF AR AND MOISTURE,. B. PAINTING SCOPE 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PLATE MEMBERS IS LESS THAN 3-1/2"THICK.UNLESS SLAB IS LOCALLY THICKENED. q WA. O &EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE SHALL CONFORM TO ASTM A-36 AND BE FABRICATED IN MINIMUM CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX INCHES t� CONTRACTOR BEFORE CONSTRUCTION.IF THEY DIFFER FROM TgSE SHOM1 31.UPON COMPLETION OF CONSTRUCTION,SPRINT CONSTRUCTION MANAGER 1. PAINT THE FOLLOWING MATERIALS AND SYSTEMS CHECKED BELOW ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC. �H ON THE PLANS.THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION SHILL CONDUCT A WALK-THRU WITH PROPERTY OWNER OR REPRESENTATAL WITH THE COATING SYSTEM INDICATED. 13. ANCHORING: ALL ANCHOR BOLTS, REINFORCING STEEL, DOWELS, (1 MANAGER AND THE ARCHITECT 50 THAT MODIFICATIONS CAN OF PROPERTY OWNER. 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INSERTS, ETC., SHALL BE WELL SECURED IN POSITION PRIOR TO ��/ �/',•C n N_ !E BE MADE BEFORE PROCEEDING WITH THE WORK. PAINTING SCOPE NOTED ON PLANS. HIGH STRENGTH BOLTS SHALL CONFORM TO PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR • 7 .L 32. THE CONTRACTOR SHALL BE RESPONSBLC FOR MAINTAINING ALL SYSTEM CD-- mNDT ASTM A-325 9.THE CONTRACTOR SM L VERIFY ALL 1CLEPHONE&RADIO EQUIPMENT EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE IWACE MBE PAUNtt9 SSA"" PAINT PAW wA IS ALLOWED. LAYOUTS,SPECIFICATIONS,PERFORKANCE,INSTALLATION AND FINL LOCATIONS PROJECT BY SST, Rn HIRr X �L• MIN SPR1M SHALL BE CONSTRUCTION MANAGER PRIOR 10 BEGINNING WORK.THE L 4 TOIHOI 3. STEEL PIPE COLUMNS SHALL BE GRADE"B"CONFORMING TO ASTM 14. CURING:SLABS SHALL BE SPRAYED WITH A CURING COMPOUND I CONRNCTOR RESHONSlOLE FOR COORDINATING ALL WORK WITH 33.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE IAMI X A53. IMMEDIATELY AFTER FINISHING.CURING COMPOUNDS USED ON rJ ERICSSON RADIO SYSTEMS- MANUFACTURER'S INSTALLATION SPEGrtCATIONS UNLESS SPECIFICALLY ANTENNAcwERs,nLT BRACKETs,MOUMiINO CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED OTHERWISE INDICATED.OR WHERE LOCK CODES OR REG"TKIN TAKE BRACKETSANDASSOCIATEDHARDWARE,CABLE AND SEEPLANS SEE PLANS 4. STEEL TUBING SHALL BE GRADE"B'CONFORMING TO ASTM A500. TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE CA PRECEDENCE. 'NQ 'S:S i BLE COVERS EXPOSED TO VIEIV,EXPOSED OR FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY \ )3L• 10.ALL SYMBOLS&ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED Ca.LSTAr RAV0ERs.ETc MINIMUM PERIOD. OTC` // ~ CdN?RUCIION STANDARDS,E THE CONTRACTOR HAS QUESTIONS REGARDING •1ASHIMUNTc,METAL THIM AND OTHER MtIAL 5. ALL WELDING SHALL BE DONE BY THE SHIELDED ARC METHOD. �•Ei(;;f•�,K1�G THEIR EXACT MEANING.THE SPRINT CONSTRUCTION K440GER AND THE 9HIRFACE: X ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. �} 15. SHALL BE VIBRATED AS ARCHITECT SHALL BE NOTIFIED FOR CLAR61CATgN BEFORE THE CONTRACTOR zTUGi:O. R INOCKAND X SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN BEINGOPLACEOD WITH ELECTRICALLY OPERATED VIBRATING IEOUIPMENT PROCEEDS WITH THE WORK. C[MNNigHR TYPE 4Ys .rcl „„, SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW.ALL WELDING 1T.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,UCENSES AND n+s eACK smE OE AuscseeNwuAs A SHALL COMPLY WITH THE LATEST A.W.S. SPECIFICATIONS D. TIMBER HOSE IN T NEHE CESSARY T OF�WRKDTO SPRINT.NCE THE WORK VIVO INCLUDE ROOFING&WATERPROOFING NOTES IkIMCII[T[POL[4 X B. THE FOLLOWING WELDING EQUIPMENT MUST BE USED: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 MErALM.AMDUBTAL POLE STANDOW X A. 250 AMP WELDERS GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON THE 3-6-17 12.THE CONTRACTOR SHALL PROVIDE CONTINUOUS SUPE7MSION AND DIRECT ALL B. ROD OVENS. DRAWINGS. WORK WHILE ANY SUBCONTRACTORS OR WORKERS ARE ONSTIE.USINC HIS 1, CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF IS C. COATING SYSTEM SPECIFICATIONS C GRINDERS OR HER BEST SMILE AND ATTENTION,ME CONTRACTOR SHALL BE HELD UNDER WARRANTY.CONTRACTOR SHALL GUARANTEE THAT ANY AND ALL NEW 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL BE NO.2 DRAWING NOTICE: RESPONSIBLE FOR ALL COTRUGi1pN NEARS.YET/I00S,TECHNIQUES, GRADE DOUGLAS FIR,S45, UNLESS NOTED OTHERWISE ON DRAWINGS PROCEDURES.SEQUENCES.AND COORDINATION OF ALL PORTIONS OF R!E ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING 1. OFT ACRYLIC COATING(SERIES B66)BY SHERWIN WILLIAMS CO. LATE 7. NO BUZZ BOXES SHALL BE USED. CONTRACTED WORK OF THIS SUCH THAT THE DETERMINED T IS NOT MADE INVALID T A RESULT OFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER OF THIS WORK. IF R Is DETERMINED THAT THE ARCHITECTS DETAILING IS (B66A50). B. ALL STRUCTURAL STEEL SHALL HAVE MILL CERTIFICATION. MILL 3. STRIPPING, BLOCKING, BACKING AND OTHER NON-STRUCTURAL THESE DOCUMENTS ARE CONFIDE INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND,THE CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION LUMBER SHALL BE NO.2 OR STD& BTR GRADE DOUGLAS FIR, S45. THE SOLE PROPERTY OF SPRINT AND MAY NOT BE IJ.TRADE INVOLVED, THROUGHOUT SHA SHALL BE OF THE BEST FOLLOWING G THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT 2X4 STUD WALLS SHALL BE D.F. STANDARD&BTR. REPRODUCED,DISSEMINATED OR REDISTRIBUTED TRADE INVOLVED.AND SFVLL MEET OR EXCEED ME FOLLOWING MWWUM 2. 100X ACRYLIC, LATEX COATING EQUIVALENT TOT APPLIED (SERIES A-B2) BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. WITHOUTTHE EXPRESS WRITTEN CONSENTOF PROJECT MANAGER IN WRITING.THE CONTRACTOR WILL BE ULTIMATELY HEIR REFERENCE STANDARDS FOR DUALITY AND PROFESSIONAL CONSTRUCTION RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURER'S BY SHERWIN WILLIAMS CO. 1 MIL OFF PER COAT APPUED IN LINO COATS 4. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED WITH CROWN ' SPECIFICATIONS. OVER SPECIFIED PRIMER. 9. ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. SPRINT. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR SIDE UP. NRCA NATIONAL ROOFING CONTRACTORS ASSOCIATION 2, CONTRACTOR SHALL USE METHODS AND MATERIALS SIMILAR TO AND D. PAINT&PRIMER EXAMINATION BY THE INSPECTOR. O'H ARE INTERNATIONAL.CENTER 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A 10155 W NIGCHNS ROAD,SUITE 6O0 COMPATIBLE WITH EXISTING MATERIALS&CONDITIONS FOR ROOF PATCHING, REVISIONS'. ROSEMONT.IL fi0010-5fA7 NEW PENETRATIONS,ETC. ANTENNAS 10. STEEL THAT HAD BEEN WELDED, CUT OR SCRATCHED IN THE FIELD SPAN INDEX RATED 32/16.EDGE NAIL WITHBd AT 6"O.C.UNLESS DESCRIPTION DATE BY REV PRIMER- KEM AQUA E61-W525 SHALL BE TOUCHED UP WITH COLD GALVANIZING PAINT. NOTED OTHERWISE ON PLANS. FGIELD NAIL WITH Bd AT 12'O.C. SAAACNA SHEET METAL AND AIR CON0f1XWNG CONTRACTORS J. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF&BUILDING TOPCOAT-COROTHANE II B65W200/06OV22 NATIONAL ASSOCIATON ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL 11. WELDING INDICATED IN THESE DRAWINGS IS DESIGNED FOR ONE B. PLYWOOD SHEETS SHALL BE LAID WITH THE FACE GRAIN 4201 LAFAYETTE CENTER DRIVE BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. BTS CABINET HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED PERPINDICULAR TO SUPPORTS AND WITH THE EDGES STAGGERED, CKVMLY,VA 20151-1219 PRIMER- KEN AQUA E61-W525 4. IF TT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/OR TOPCOAT-COROTHANE II B65W200/B6OV22 "FULL STRESS"AT END OF WELD SYMBOL UNLESS NOTED OTHERWISE ON THE PLANS. PUP INTERNATIONAL INSTITUTE FOR UM AND PLASTER MATERIALS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING 020 IRANSER ROAD FINISHES AND MATERIALS TO LIKE-NEW CONDITION.CONTRACTOR SHALL COAXIAL JUMPER CABLES C. CONCRETE 7. PLYWOOD SHALL BE GRADE MARKED BY DFPA.TECO, OR PTL AND 51.PAUL MN 551 14-14 06 MAINTAIN THE ORIGINAL COLORS,TEXTURES&FINISHES UNLESS SPECIFICALLY PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE COAT OF KEN SHALL CONFORM TO PS 1-83. NOTED IN THESE DRAWINGS OR APPROVED BY THE SPRINT CONSTRUCTION AQUA WATER REDUCIBLE PRIMER E61W25 REDUCED 25% 1. STRENGTH:CONCRETE FOR THE PROJECT SHALL HAVE THE 14.INSTALL ALL COUBPMENT AND MATERIALS PER ME LATEST EDITION OF THE MANAGER IN ADVANCE & THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT UANUFACIURER'S INSTALLATION SPEOFICA1gNS UlAF55 OTHERWISE INCICTEC TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 26 DAYS: EXCEED 247.AT THE TIME OF INSTALLATION. BY SPRINT,OR MITRE LOCAL CODES OR REGULATIONS NNE PRECEDENCE INDICATE' CE- 5. AT THE SPRINT CONSTRUCTION MANAGER'S DIRECTION,THE CONTRACTOR FOR CONSTRUCTION 03/06/17 IR 0 SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING RAW STEEL LOCATION STRENGTH WT. SLUMP ADMIXTURE 0,MAXMUM NAR,ING SHALL COMPLY WITH TABLE 23-1-q OF BUILDING I&THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING.ON PRIMER- KEM BOND HS B50WZ4, OMIT ACRYLIC PRIMER CODE ALL NALS SHALL BE COMMON WIRE NAILS REVISED SOW 03A71/17 JB B BLOCKING,BACKING,FRAMING,HANGERS OR OTHER SUPPORTS FOR ALL CONVENTIONAL ROOFING,THE WALK PADS SHALL BE"DUCK BOARDS"AS TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B6OV2 A. SLAB&FOOTING 3000psi 15OPCf 4- NONE . . ISSUED FOR REVIEW 02NB/l7 S.A. A ITEMS MANUFACTURED BY APC OR EQUAL ON SPECIAL ROOFING SYSTEMS,SUCH 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AS SINGLE MEMBRANE ROOFING,THE WALK PADS SHALL BE AS NOTED ON GALVANIZED METAL 2. INSPECTION:CONCRETE WITH SPECIFIED STRENGTH GREATER THAN AND/OR NUTS WHERE IN CONTACT WITH WOOD. SITE NAME. 1&THE COMPACTOR AND ALL SUBCONTRACTORS SHILL GIVE ALL REQUIRED PLANS OR AS REQUIRED BY NOTES 1 &2 ABOVE, ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND 2500psi SHALL BE CON0N000SLY INSPECTED DURING PLACEMENT / r CONSTRUCTION NOTICES AND SHALL COMPLY WITH ALL APPUCABLE LOCAL FINISH COAT(GALVITE HIGH SOLIDS OR DTM PRIMER/FINISH) BY A DEPUTY INSPECWR EMPLOWED BY A TESTING LABORATORY 11 LAG BOLTS SHALL BE SCREWED INTO PLACE, NOT DRIVEN. LAG I SMOKEY POINT CODES,REGULATIONS,LAWS AND ORDINANCES.AS WELL AS THE STATE APPROVED BY THE BUILDING DEPT. PRE HOLES WITH A DEPARTMENT OF INDUSTRIAL RELATIONS REGULATIONS.INCLUDING BUT NOT STAINLESS STEEL BOLTS SHALL BE INSTALLED IN DRILLED LUTEO TO DIE OMSION OF OCCUPATIONAL SAFETY AND HEALTH(OSHA). PRIMER- OTM WASH PRIMER, 871Y1 3. REPAR GRADES: REINFORCING STEEL SHALL BE CLEAN PREFORMED DIAMETER EQUAL TO 75% DIAMETER OF BOLT. TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W20O/B6OV2 BARS CONFORMING TO ASTM A615 AS FOLLOWS: SPRINT SITE FF: 17.THE CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY 12. CONNECTORS:ALL SHEET METAL FRAMING CONNECTORS SHOWN IN OCCUR DURING CONSTRUCTION ANY DAMAGE TO NEW AND EXISTING PRE-PRIMED STEEL THE PLAIDS SHALL BE STRONG CONNECTORS AS MANUFACTURED BY FINISHES,CONSTRUCTION,STRUCTURE.LANDSCAPING,CURBS,SOURS,ON N4 & SMALLER 13ARS................GRADE 40 SE03XC229 EOLNPMFM,ETC. SHALL IMMEDIATELY REPAIRED IM REPLACED TO TE TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEM BOND HS, THE SAMSON COMPANY.SUBSTITUTIONS MAY BE MADE WHEN SSOWZ4 #5 &LARGER BARS..................GRADE 60 APPROVED BY THE STRUCTURAL ENGINEER. SATISFACTION C!SPRINT AND THE PROPERTY OWNER'S REPRESENTATIVE,AT ALL BARS AT CAISSON FOOTING...GRADE 60 THE EXPENSE OF THE CONTRACTOR. SITE ADORESS. ALUMINUM&COPPER 1J. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY I&THE CONTRACTOR SHALL BE RESPONSIBLE FOR,AND SHALL REPLACE OR PRIMER- DIM WASH PRIMER,871Y1 4. CEMENT: FOUNDATIONS&SLABS: TYPE V, LOW ALKALI, OR CONCRETE SHALL BE WOLMANIZED PRESSURE TREATED LUMBER CONFORMING TO ASTM C-150. 16404 SMOKEY POINT BLVD REMEDY,ANY FAULTY, DAMAGEH,OR INFERIOR PEAR WIT OR TOPCOAT-2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR WORKWNSNIv OR ANY DAMAGE WHICH S1N11 APPAL WITHIN ONE YEAR PIER/CAISSON FOOTINGS:TYPE V, LOW ALKALI,CONFORMING CEDAR. A 17 T T1�T AFTER ME COWU710N AND ACCEPTANCE OF THE WORK BY SPRINT CONCRETE MASONRY TO ASTM C-150. GTON,WA 98223 UNDER TMS CONTRACT. PRIMER- PRO MAR EXTERIOR BLOCK FILLER 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS ARLIN 19.IT SHALL ITT ME RESPONSIBILITY OF THE GENERAL CONTRACTOR TO TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH 5• AG REUSE ONLYD AGGREGATES IN THE CONCRETE SNOT TO CAUSE EXCESSIVE CONFORM TO ASTM A. LUMBER SPECIES:ALASKAN YELLOW CEDAR (A.C.)CONFORMING TO 20E-V12 -SHEET DESCRIPTION. PROTECT AND LOCATE.OR CONTACT AN OUTSIDE AGENCY 70 LOCATE,ALL CONCRETE STUCCO(EX15TING) SHRINKAGE THE MAXIMUM SIZE AGGREGATE IN CONCRETE WORK EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN THE 2 COATS A-100 LATEX HOUSE&TRIM,SHEEN TO MATCH SHALL BE THE FOLLOWING: B. STRENGTH PROPERTIES: CONTRACTOR SMALL BUR ALL EXPENSES FOR TE REPAIR OR REPLACEMENT Fb BOTTOM FIBER BENDING STRESS 2000psi MIN. OF UTUES OR OTHER PROPERTY DAMAGED IN CONJUNCTION WITH THE STUCCO A. FOUNDATIONS&SLABS 9"OR LESS: 3/4'GRAVEL Fb TOP FIBER BENDING STRESS 1000psi MIN. SPECIFICATIONS &NOTES EI<ECUTIOV OF WORK, Fv SHEAR STRESS 190psi MIN. PRIMER- PRO MAR MASONRY SERIESCONDrT -6 BSATIN A 84 B. PIER/CAISSON FOOTING: 1"GRAVEL Fc COMPRESSION STRESS PERPENDICULAR TO GRAIN 560psi MIN. 20.IHC CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY TOPCOAT-SUPERPHNT A-BO SERIES A-B9 SATIN A-B4 GLOSS E MODULUS ELASTICITY 1400ksi MIN. CF TH£PROJECT SIT WHILE THE JOB IS IN PROGRESS AND UNTIL TIE B. WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT JOB IS COUPLEIED AND ACCEPTED BY SPRINT WOOD C. CAMBER TO RADIUS OF 1600 U.O.N. L �I'f.I LI PRIMER-A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20 OF ACIDS,ALKALIS,ORGANIC MATERIALS AND SHALL BE SUITABLE D.ALL GAB'S SHALL BE FABRICATED WITH EXTERIOR GLUE. TOPCOAT-2 COATS A-100 LATEX HOUSE&TRIM SHEEN TO FOR HUMAN CONSUMPTION. E. MANUFACTURE OF GLB'S SHALL CONFORM TO THE UBC. /� MATCH ADJACENT SURFACES F. GLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/ARC Tom' 7 A190.1 AND ASTM D3737. 1 G PLANS PREPARED FOR: SITE PLAN KEYNOTES 1 EXISTING/NO CHANGE LEASE AREA WITHIN Sprint EXISTING COMPOUND (SEE SHEET A-2) QEXISTING/NO CHANGE 15395 BE 30TH PL PROPERTY LINE BELLEVUE,WASHINGTON 90007 QEXISTING/NO CHANGE — PLANS PREPARED BY: PRIVATE ACCESS DRIVEWAY _ EXISTING/NO CHANGE - - - J I N F I N I GY9 BUILDING (TYP.) ( - - QFROM Z ERO TO INFINIGY EXISTING/NO CHANGE I 1Tllnl7� �11T<T/7I �!/T!r!/inl� the solutions are endless 5 TREES (TYP.) 1 a IG�/ittlC�Ji�J 1 50 116TH AVENUE BE,SUITE 210 QEXISTING/NO CHANGE (! C!!// BELLEVUE,WASHINGTON 90004 ASPHALT PARKING AREA I JOB NUMBER 499-035 SITE ACO: I 4 I _ smartlink 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 98004 ENGWEERI E lri7ir77lr/ir/ �o p4 W/A-Sfj��O CL CL W O !' • q 5 Q5 <<)NAl. 3-6-17 DRAWING NOTICE: • [] i THESE DOCUMENTS ARE CONFIDENTIAL AND ARE ' ❑ •••••••• ' 6 THE SOLE PROPERTY OF SPRINTAND MAY NOT BE J•••••' t/ REPRODUCED,DISSEMINATED OR REDISTRIBUTED Ll/r, / WITHOUTTHE EXPRESS WRITTEN CONSENT OF ' I �.'❑ O ' I V/!i �!� - SPRINT. f� I Vl�llld� 1--- REVISIONS: DESCRIPTION DATE BY REV '` — — — — miss miss mm* I — s r�rnrrrr�m I APNIF 3105 29Q-010 150.9 ____ ------- FOR CONSTRUCTION 03/Ofi117 B 0 REVISED SOW 03101117 IB B ISSUED FOR REVIEW 02/09/17 EA A I 1TE NAME 5 : SMOKEY POINT /7!7/ %7;0T/5� r SPRINT SITE#: ;I I SE03XC229 /LLL! SITE ADDRESS: 16404 SMOKEY POINT BLV h ARLINGTON,WA 98223 SHEET DESCRIPTION lNFQ4MAnaV C6WTVN£D IWMIN DRAWNGS SITE PLAN AR£BASED ON PRONDED/NFOIRMAAON AND ARE NOT IH£RESUI T OF A RELD SURVEY. SHEET NUMBER SITE PLAN SCALE'.22-x34'SHEET = 30'0 30' 60' 120' A A— SITE SCALE: 117x17'SHEET 1'= 120•-0- I 1 (IN FEET PLANS PREPARED FOR: ENLARGED SITE PLAN KEYNOTES INFAWWN CANTAINED WHIN DR22-1 ARE BASED ON PRONDED AIFOYPaMA S p ri n t ARE NOT ME RES11T OF A FXW QEXISTING/NO CHANGE SPRINT EQUIPMENT LEASE AREA EXISTING ROOF MOUNTED ANTENNAS 15395 SE E WASH0TH PL BB007 to AND RRUS (SEE SHEET A-4) BELLEVU OEXISTING/NO CHANGE TELCO BOX PLANS PREPARED BY O EQUIPMENTOCACHANCE BINETS I N F I N I GY9 QEXISTING/NO CHANGE FROM ZERO TO INFINIGY VERTICAL CABLE TRAY the solutions are endless Q off} AVENUE SE,SUITE EXISTING/NO CHANGE I� 50 BELL ETH VUE,WASHINGTON BB 0410 A/C UNITS (TYP.) 4 Yiy JOB NUMBER 499-035 EXISTING/NO CHANGE �y 1A CHAIN LINK FENCE (TYP.) y�J SITE ACC: PARAPETI /BOUI BUILDING sma rtl i n k EXISTING/NO CHANGE 8 V COAX CABLE TRAY AT ROOF Q 50 L 'D EXISTING/NO CHANGE BELEVUE,WASHIN TON 9B004 9 DOUBLE ACCESS GATES 6 QEXISTING/NO CHANGE I B Ewc wEEal 10 RECEIVING ENTRANCE AREA l 3 U [I U U U l I L , rP0 Z9r 13 W PANEL ANTENNAS TA r = 90' s101NV e 3-6-17 1A DRAWING NOTICE: J r �\\ THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS y DESCRIPTION DATE BY REV r� 0 FOR CONSTRUCTION 03i06/17 IB 0 REVISED SOW 03/01/17 IR B TO ISSUED FOR REVIEW 02A19/17 EA A r SITE NAME SMOKEY POINT r SPRINT SITEM SE03XC229 SITE ADDRESS: 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: ENLARGED SITE PLAN SHEET NUMBER SCALE: P4"x34" SHEET 1' = 10'-0" 5' O 5 10 20 ENLARGED SITE PLAN ) L /A —^ SCALE: 11"x17" SHEET 1" = 20�-0" I ((mil G ( IN FEET PLANS PREPARED FOR: EXISTING ELEVATION KEYNOTES (ALL EXISTING VIEWS) PROPOSED ELEVATION KEYNOTES (ALL PROPOSED VIEWS) EXISTING/NO /NO CHANGE SPRINT MOUNTING ANTENNAS MOUNTED Sprint TO \ Q1 EXISTING/NO CHANGE SPRINT PANEL ANTENNAS MOUNTED TING ANTENNA TO EXISTING ANTENNA MOUNTING FRAME IA NEW SPRINT PANEL ANTENNAS, WTH ASSOCIATED HARDWARE, 1539 BE Q2 EXISTING/NO CHANGE PL MOUNTED TO EXISTING ANTENNA MOUNTING FRAME- SEE SHEET A-4 BELLEVUE,WASHINGTION 98007 ANTENNA MOUNTING FRAME Q EXISTING/NO CHANGE ANTENNA QEXISTING/NO CHANGE MOUNTING FRAME PLANS PREPARED BY: VERTICAL CABLE TRAY 1OP GO I N F I N I G Y� Q EXISTING/NO CHANGE PROPOSED ANTENNAS � 4Q EXISTING/NO CHANGE SPRINT RRUS MOUNTED CABLE TRAY ELEV.=±,W'--5"AGL. TO EXISTING ANTENNA MOUNTING FRAME (TYP.) q EXISTING/NO CHANGE SPRINT RRUS MOUNTED TOP OF FROM ZERO TO I N F I N I GY EXISTING SPRINT PANEL ANTENNA TO BE REMOVED TO EXISTING ANTENNA MOUNTING FRAME (TYP.) EXISTING ANTENNAS the solutions are endless ELEV. = t48-0" J1 G.L 50 116TH AVENUE SE,SUITE 210 TOP OF OF BELLEVUE,WASHINGTON 98004 EXISTING ANTENNAS EXISTING ANTENNAS JOB NUMBER 499-035 ELEV. = t4B'-0" A.G.L. 2 ELEV. = ±45-0 A.G.L. 19 SITE ACC: 5 1 Z f OF 5 EXISTING ANTENNAS to s q PROPOSED ANTENNAS ELEV. = t45-0 A.G.L ET£V._ -0 AGL 4 smartlink TOP OF �" �F-0 - TOP IN 1 r r f ELEV.INGt40A0TA.G.L 4_--_--ri.. ll—__---„rli;B —MrH,:, EXISTINGPARAPE_T of if !ll ! !/ / G / I 1!+� r r ELEV. = f4D'-0 A.G.L-950 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 99004 5 7 `, f IA��/ CRDUNQ1 E11ELIf_a-7 .f GROUND LEVEL EXISTING SOUTH ELEVATION SCALE: 22"x34 SHEET , = 2D:-0" 4 PROPOSED SOUTH ELEVATION SCALE: 11 x34"SHEET 1•= 20:_0" 2 SCALE: 11"x17"SHEET 1" - 40'-0" SCALE: 11"z17"SHEET 1"= 40-0" 3-6-17 70P OF DRAWING NOTICE: PROPOSED ANTEMNA$ THESE DOCUMENTS ARE CONFIDENTIAL AND ARE ELEV t98-5 A.CL. THE SOLE PROPERTY OF SPRINT AND MAY NOT BE TOP OF REPRODUCED,DISSEMINATED OR REDISTRIBUTED EXISTING ANTENNAS WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. ELEV. = t48'-O" A.G.L 15) REVISIONS TOP OF OF DESCRIPTION DATE BY II EXISTING ANTENNAAI EXISTING ANTENNAS ELEV. - t48-0 A.G.L. ELEV. = t45-0 A.G.L. 5OF 2 OF 5 %t =j, EXISTING ANTENNA ,A 1A PPROPOSED ANTENNAS 5 ELEV. = t45-0 A.G.L. V.- 45-0 A.G.L" � 4 4 4 I R +> RA TOP OF I �( "" TOP OF f ;IU _ EXISTING PARAPET ,� _- ---rwnxlcl_ i'�--:a r�l.ic EXISTING PARAPET ti FOR CONSTRUCTION o3/oen7 fe o 1 ELEV. = t40-0 AG.t. \ \ b, ELEV. = t40'-0" A.G.L. REVISED sow olrola7 IB B ' , \ ISSUED FOR REVIEW 02ro8/17 E.A A IA SITE NAME: 1 � SMOKEY POINT \ 4 \ x SPRINT SITE#: >~ SE03XC229 I \ ` \ SITE ADDRESS: 00NR.LEVEL --GROUND LEM! 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: ELEVATIONS SHEET NUMBER: EXISTING EAST ELEVATION SCALE: 22"x34"SHEET 1"= 2D-o" 3 PROPOSED EAST ELEVATION SCALE 22•z34"SHEET 1"= 20• 1 A-3 SCALE: 11"x17"SHEET 1"= 40'-0" SCALE 11•x17"SHEET 1'= 40-0" PLANS PREPARED FOR: EXISTINGEXISTING/NO CHANGE SPINT ANEL ANTENNA MOUNTING FRAME (TYP.)N NAS MOUNTED TO a Sprint EXISTING SPRINT PANEL ANTENNA PANEL ANTENNAS a 1A TO BE REMOVED (TYP.) AZ= 1A �\ 15395 SE 30TH PL \\ 1 B NEW SPRINT PANEL ANTENNAS MOUNTED TO EX/SANG ANTENNA MOUNTING BELLEVUE,WASHINGTON 90007�b FRAME. REPLACE EX/SANG PIPE AS REQUIRED(SEE DETAILS 2&4/A-4.1) NEW SPRINT PANEL ANTENNAS MOUNTED TO EXISANG ANTENNA MOUNANC t �'' 3 \� 9J PLANS PREPARED BY: 1 O FRAME. REPLACE EXISANG PIPE AS REQUIRED(SEE DETAILS 1 &4/A-4.1) 2 EXISTING/NO CHANGE SPRINT RRUS MOUNTED \� \` 1 I N F I N I GYM TO EXISTING ANTENNA MOUNTING FRAME (TYP.) j � \ FROM ZERO TO I N F I N I G Y NEW SPRINT RRUS MOUNTED TO EXISANG ANTENNA \� 2. the solutions are endless 2A MOUNANG FRAME. (T)P.) (SEE DETAILS 1 &2/A-4.2) \` \ 4 ` 50 116TH AVENUE SE,SUITE 210 2 BELLEVUE,WASHINGTON 98004 EXISTING/NO CHANGE `\ � JOB NUMBER 499-035 ANTENNA MOUNTING FRAME EXISTING NO CHANGE ANTENNA \`\ 2 \��. SITE ACO: PIPE MOUNT TO REMAIN (TYP.)NEW MOUNTP(TYR)L(SEEDEAI MOUNTEDTER &4/An4.2)lPE a z lVJ smartlink V to _ 50 116TH AVENUE SE,SUITE 210 \ BELLEVUE,WASHINGTON 98004 '3' EIR)INEERIN' Q r 1A Jar,_ o- C 4 90 13 EXISTING ANTENNA PLAN No E 2 IVAL 3-6-17 A DRAWING NOTICE: PANEL ANTENNAS THESE DOCUMENTS ARE CONFIDENTIAL AND ARE go, y IC THE SOLE PROPERTY OF SPRINT MAY NOT BE a A — 0 'Y� REPRODUCED,DISSEMINATED ORR REDISTRIBUTED W ITHOUT TH E EXPRESS WRITTEN CONSENT OF SPRINT. REVISIONS: DESCRIPTION DATE I BY IREV 2 1B 2A 4 2A 2 2A FOR CONSTRUC ION 03/06117 IB 0 REVISED SOW 03/01/17 IB B �\ , ISSUED FOR REVIEW 02/08/17 EA SITE NAME:r SMOKEY POINT \ SPRINT SITE*q: 2 2 u � SPRINT 00 SITE ADDRESS:v � a 3 16404 SMOKEY POINT BLVD Q� ,a ARLINGTON,WA 98223 S SHEET DESCRIPTION: 3 ANTENNA PLANS &SCHEDULES SHEET NUMBER: ANTENNA PLAN KEYNOTES N 3 PROPOSED ANTENNA PLANS A-4 PLANS PREPARED FOR: NOTES: MECHANICAL 1. NEW ANTENNA TO BE MOUNTED TO 3"0(NQM) SCH DOMNALT 6 3" Sprint 40 PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST MANUFACTURER: KMW BRACKET SIZE AND SCHEDULE AND UPGRADE IF REQUIRED. MODEL: ETCR-654L 12H6 21.0" 2. ANTENNA AND RRU CABLING TO BE CONNECTED WEIGHT. 84.9 LBS PIL PER RF DATA SHEET, PROVIDED BY RF ENGINEER. DIMENSIONS: 84.9' X 21.0' X 6.3' FREQUENCY: REFER TO RF DATA SHEET 153955E 3 BELLEVUE,WASHINGTNGTON 98007 21.0" PLANS PREPARED BY: EXISTING 190D I N F I N I G Y 9 MHZ RRU FROM ZERO TO INFINIGY 16 the solutions are endless NEW MOUNTING V1 50 116TH AVENUE SE,SUITE 210 HARDWARE BELLEVUE,WASHINGTON 98004 1Qe JOB NUMBER 499-035 SITE ACQ: o EXISTING 21.0' m MOUNTING PIPE • • •. sma rtl i n k 50 116TH AVENUE BE,SUITE 210 BELLEVUE,WASHINGTON 98004 RF CONNECTOR, 7YP BOTTOM NEW PANEL 7� J ENGINEERIN' ANTENNA B• C� nt WA.syr� O 4 C, 1 RF COWNECTOR, TYP FRONT �IQE SCALE: �+ 1 L1r,l 31V NOT USED NONE V ANTENNA MOUNTING DETAIL NONE 4 PANEL ANTENNA DETAIL No 2 o� s��Nn �' NOTES 1. CONTRACTOR IS TO REFER TO SPRINTS MOST CURRENT 3 BOLD- INDICATES PROPOSED EOUIPMENT 3-6-1 •7 RADIO.FREQUENCY DATA SHEET (RFDS) PRIOR TO CONSTRUCTION DRAWING NOTICE: 2. COAX CABLE LENGTH IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY CABLE LENGTHS PRIOR TO ORDERING, FABRICATION, OR INSTALLATION THESE DOCUMENTS ARE CONFIDENTIAL AND ARE OF CABLES it 4" 7.0" THE SOLE PROPERTY OF SPRINT AND MAY NOT BE MANUFACTURER: RFS REPRODUCED,DISSEMINATED OR REDISTRIBUTED EXISTING ANTENNA CABLE SCHEDULE MODEL: APXV9ERRlB-C-A20 MAX WITHOUTTHE EI<PRESS WRITTEN CONS ENT OF WEIGHT: 62.0 LBS SPRINT. SECTOR ANTENNA RRU FILTER DIMENSIONS: 72.0" X 11.8' X 7.9" MODEL SIZE AZIMUTH RAD CENTER FREQUENCY QTY. MODEL QTY. MODEL FREQUENCY: REFER TO RF DATA SHEET REVISIONS: Al -- -- -- -- - -- DESCRIPTION DATE BY IREV A2 KMW ET-X-WM-18-65-8P 61.0" 2500 MHz 1 2500 MHz — -- A A3 APXVRRI3-C-A20 54.8" 90 45'-O" 1900 MHz 1 1900 MHz -- 11.8" -- -- -- -- -- -- -- -- B E12 KMW ET-X-WM-18-65-BP 61'0'. 210' 45'-0" 2500 MHz 1 2500 MHz -- :C2 APXVRRI3-C-A20 54.8` 1900 MHz 1 1900 MHz - -- -- -- -- -- __ FOR CONSTRUCTION 03/06/17 TB 0 KMW EI-X-WM-18-65-BP 61.0" 2500 MHz 1 2500 MHz -- -- o o REVISED SOW 03AN17 JBC APXVRRI3-C-A20 548" 330' 45'-0" 1900 MHz 1 1900 MHz ISSIBDIORRRVIEW Ozmem EA A -- -- -- -- — -- -- ITE NAM IS E: PROPOSED ANTENNA CABLE SCHEDULE 11.8" SMOKEYPOINT SECTOR ANTENNA RRU FILTER RF CONNECTOR, TYP SPRINT SITE 11 MODEL SIZE AZIMUTH RAD CENTER FREQUENCY (MHz) QTY. MODEL QTY. MODEL SE03XC229 Al -- -- -- -- -- -- -- -- A2 E7CR-654L 12H6 84.9" 45-0" 79001 2500 MHz 4 1900 2500 MHz 1 80aWHz A A3 -_ 90' -- SITE ADDRESS: "- '- -- -- -- '- REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP BOTTOM 16404 SMOKEY POINT BLVD 8 B2 ETCR-654L 12H6 84.9' 210, 45`-0' 8001190012500 MHz 4 1900 0 MHz 1 80WHz ARLINGTON,WA 98223 MC1CC2 RF CONNECTOR, TYP ` SHEET DESCRIPTION: -- -- -- -- - REMOTE ELECTRICAL KMW ET-X-WM-1B-65-BP 61.0" 45'-0" 2500 MHz 1 2500 MHz -- -- DOWNTILT ACTUATOR, TYPE �� �IQE EQUIPMENT DETAILS ARKMERR18-C-A10 72.0' 45'-0' 800 MHz 1900 MHz 2 800 MHz 1900 MHz 1 80aWHz SHEET NUTABER: ANTENNA SCHEDULES ONE 31 PANEL ANTENNA DETAIL SCALE: 1 A-4. 1 PLANS PREPARED FOR: NOTES: NOTES: 1. NEW FILTER TO BE MOUNTED TO 3'0 (NOM) SCH 40 1. NEW RRU TO BE MOUNTED TO 3.0 (NOM) SCH 40 Sprint \ PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST SIZE PIPE MAST. CONTRACTOR TO VERIFY PIPE MAST SIZE AND SCHEDULE AND UPGRADE IF REQUIRED. AND SCHEDULE AND UPGRADE IF REQUIRED. 2. CABLING TO BE CONNECTED PER RF DATA SHEET, 2. RRU CABLING TO BE CONNECTED PER RF DATA PROVIDED BY RF ENGINEER. SHEET, PROVIDED BY RF ENGINEER. 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 PLANS PREPARED BY: INFINIGY' FROM ZERO TO INFINIGY _ the solutions are endless EXISTING 2.5 GHZ RRU- 50 116TH AVENUE SE,SUITE 219 BELLEVUE,WASHINGTON 98004 ANTENNA MOUNTING PIPE JOB NUMBER 499-035 EXISTING SUPPORT SITE ACQ: FRAME �1 EXISTING/!f MOUNTING PIPE smartlink NEW 800 MHz RRU 50 116TH AVENUE SE,SUITE 10 NEW RfS nL TER MWW70 MOUNTED TD EXISTING `_"'+— BELLEVUE,WASHINGTON 9B 04 ID EXISANG ANTENNA ANTENNA PIPE Nf1H PIPE INTH MANUFACTURER MANUFACTURER --K SUPPLIED HARDWARE SUPPLIED HARDWARE ENGINEER sE � of WA.Sy�dt) 13 h.. NOT USED SCALE: FILTER MOUNTING DETAIL SCALE: 4 RRU MOUNTING DETAIL sue.NONE 2 s<0 AL�G NONE NONE �j MANUFACTURER: RFS MANUFACTURER: SAMSUNG "-6-17 WEIGHT- 53 LBS WEIGHT. 59.53 LBS(FILTER: 8,82 LBS) DIMENSIONS (LxWxD): 9.65' x 15.2" x 8.5' DIMENSIONS (LxWxD): 18.1' x 11.0' x 15.35' DRAWING NOTICE: FREQUENCY: 800 MHz THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED W ITHOUT TH E EXPRESS WRITTEN CONSENT OF 91 1 R 5" I SPRINT. REVISIONS: DESCRIPTION DATE BY REV 0 �Y� FOR CONSTRUCTION 03/06/17 IB 0 IQe aS1QF" �QP n .�Q): ISSUED FOR REVIEW 02N9/17 BA dA SITE NAME: 9f~" SMOKEY POINT 0 0 0 SPRINT SITE* SE03XC229 0 0 o SITE ADDRESS: 0 o N I 16404 SMOKEY POINT BI_V 13 ARLINGTON,WA 98223 0 0 - SHEET DESCRIPTION: FRONT WITH FILTER FRONT EQUIPMENT DETAILS SHEET NUMBER: NOT USED ' 11 GALE. 5 FILTER DETAIL NONE SCALE. 3 RRU DETAIL NONE SOLE. NONE A-4.2 PLANS PREPARED FOR: Sprint )1� e 15395 SE 30TH PL EXISTINGAO CHANGE JUMPER CABLES BELLEVUE,WASHINGTON 9B007 (1)NEW PANEL ANTENNA PE1P SECTi7YP PLA";'_.PREPARED BY. I� - - INFINIGY� A�IYJUAIPERCABLES i FROM ZERO TO INFINIGY rHYBRID the solutions are endless 50 116TH AVENUE SE,SBELLEVUE,WASHINGTON BB004 NG/NO ,pB NUNBER 499-OJ5 NGE EXISTING�NO CHANGE #6 INSULATED GROUND ORRINT �S�F��F MANUfACIUREIFSITE AGO: EAK OUT UNIT l o EXISTING 6 INSULATED GROUND OR AS smartl ink P CI I YEQUIPMENTMANUFACTUffff NEW /NSULATED TJ GMND OR AS SPEC/FlE NEW BUMPER CABLES 50 116TH AVENUE SE,SUITE 210 NEW FlL)FR PER SECTOR EXISTING/NO CHANGE BELLEVUE,WASHINGTON 99004 SPRINT JUMPERS NEW�A/MPER CABLES EXISTING/NO CHANGE HCS CABLE EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT NEW RRU PER SECTOR-PER PLAN EXISTING RRU EWINEE tRSE INDIVIDUAL SECTOR - 4"XI2"Xl/4" SOLID COPPER Eg I C I I NE EXISTING DC POWER/ W/NSULATED dl0UN0 L J FIBER CABLES EXISTING NU CHANGE CABLE TRAY/TOWER I I EXISTING/NO CHANGE SPRINT HYBRID BREAK OUT UNIT EXISTING NO CHANGE ANTENNA GROUND BUS AGB AT I L L ��) �' BASE NEAR EQUIPMENT- 4 XI2 X1 4 SOLID COPPER - - - - J I I EXISTING NO CHANGE 1" FLEX C. 1 2 SOLID KUU E -SECTOR BARE TINNED 'B I< 3 I - I� I MAIN R Y \ I DRAWING NOTICE TIED TO GROUND RING AND MEETS 5 OHMS THESE DOCUMENTS ARE CONFIDENTIAL AND ARE EXISTIN 0 CHANGE I" FLEX C. 1 2 SOLI BAR TINN THE SOLE PROPERTY OF SPRINT AND MAY NOT BE 1 REPRODUCED,DISSEMINATED OR REDISTRIBUTED I0000 I EXISTING NO CHANGE MGB MOUNTED I I WITHOUT THE EXPRESS WRITTEN CONSENT OF ISPRINT ANGE INSULATED GROUND I I REVISIONS: EXISTING/NO CHANGE DESCRIPTION DATE BY REV XI TI HANELECTRICAL w HCS CABLE EXISTING/NO CHANGE TELCO GROUND BUS Uj I w � I I a EXISTING NO CHANGE 2 INSULATED GROUND OR FOR CONSl7LUCT[ON oJvein rs o AS SPECIFIED BY EQUIPMENT MANUFACTURER < REVISED SOW 0101/I7 IS B EXISTING NO CHANGE HCS CABLE V ISSUED FOR REVIEW 02MB/I7 EA A RUN 0 E INS. A IN o EXISTING/NO CHANGE SPRINT CABINET SITE NAME: EXISTING/NO CHANGE COAX WHERE OCCURS CD N SMOKEY POINT w SPRINT SITE#: EXISTING/NO CHANGE SE03XC229 SPRINT CAB NET SITE ADDRESS: 16404 SMOKEY POINT BLVD GENERAL NOTES: ARLINGTON,WA 98223 1.SPLICE GROUND CONNECTIONS. 2.FOLLOW COAXML CABLE MANUFACTURERS RECOMMENDATIONS MPICAIJ SHEET IDESCRIPTNON 3.ALL INSULATED GROUND WIRES TO BE STRANDED,AVID WIRE UNLESS NOTED OTFERIWSE 4.THIS.IS TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS. GROUNDING G PLAN& 5•Nam+of COAX IS MW nC• SINGLE LINE DIAGRAM 6 EXISTING DIPLEXERS AND EXISTING TMAS NOT SHOWN FOR CLARITY. 7.FOLLOW SPRINT STANDARD GROUNDING METHOD. SHEET NUMBER: COAX & GROUNDING SYSTEM SCHEMATIC (ALPHA/BETA) J� N : 2 DC/ FIBER/ COAX SINGLE LINE DIAGRAM (ALPHA/BETA) NONE A-S L PLANS PREPARED FOR: Q Z Sprint Z z a 15395 SE 30TH PL. EXISTING/NO CHANGE JUMPER CABLES BELLEVUE,WASHINGTON 08007 (1)NEW PAAIEZ ANTENNA PER SECItaR I_- PLANS PREPARED BY ;L��ING/NO (1) EXISTING/NO CHANGE PANEL INFINIGY9 NEWJUAM CABLES ANTENNA PER SECTOR FROM ZERO TO INFINIGY the solutions are endless 50 116TH AVENUE SE,SUITE 210 BELLEVUE,WASHINGTON 9S004 EXIST Toe NUMBER ass-B3s CHANGE I EXISTING/NO CHANGE 16 INSULATED GROUND OR L — SPRINT A -SPE I M SITEACQ: HYBRID BREAK OUT UNIT I EXISTING 16 INSULATED GROUND OR AS SPECIFIED Y EQUIPMENT MANUFACTURER smart in NEW,X/MPER CABLES MAW EW INSULATED GROUND OR AS SPECIFIED EXISTING/NO EXISTING/NO CHANGE NEW ALTER PER SECTOR I — SPRINT JUMPERS 50 116TH AVENUE SE,SUITE 210 — , BELLEVUE,WASHINGTON 98004 EXISTING/NO CHANGE HCS CABLE I EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT NEW RRU PER SECTOR —� EXISTING RRU ENGINEER INDIVIDUAL SECTOR — 4"X12"Xl/4" SOUD COPPER I I � F WA. 1 �`ICdQ NEW INSULATED WWND 7 FIBEREXIST NA S OWER/ EXISTING/N0 CHANGE COAX, WHERE OCCURS I I I I I FIBER C BLE 4 EXISTING/NO CHANGE CABLE TRAY/TOWER I I I SPRINT/NO CHANGEHYB 1 I I BREAK OUT UNIT +' i BASE NEAR EQUIPMENT - 4"X12"X�4' SOLID COPPER I I; EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT I �I� I O 49,03 S�0NAL EXISTING NO CHANGE 1" FLEX C. 1 2 SOLID BARE TINNED �-6-1 7 I I to 1 EXISTING/NON GROUND ROD, VERIFY19 DRAWING NOTICE: TIED TO CROUNO RING AND MEETS 5 OHMS 10 EXISTING NO CHANGE 1" FLEX 1 2 S ID BARE TINN O THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED 1000000 EXISTING NO CHANGE MGB MOUNTCD WITHOUTTHE EXPRESS WRITTEN CONSENT OF oo 00 - I SPRINT I CHANGE INSULATED GROUND REVISIONS: EXISTING/NO CHANGE DESCRIPTION DATE BY REV w HCS CABLE I `I_ EXISTINGAID ANGE ELECI-R.ICAL PANEL CR9.UND a \ EXISTING/NO CHANCE TELCO GROUND BUS z w I � � CY EXISTING/NO CHANGE #2 INSULATED GROUND OR FOR CONSTRUCTION oTroem TB o AS SPECIFIED BY EQUIPMENT MANUFACTURER Q REVISED sow 03101/17 LIB e EXISTING NO CHANCE HCS CABLE U EXISTING/NO CHANGE ISSUED FOR REVIEW oaro9nT I1--A, A RMINA AT EXISTING CA IN SPRINT CABINET [SITE NAME: EXISTING/NO CHANGE COAX, WHERE OCCURS I N SMOKEY POINT EXISTING/NO w [SPRINTSITE#:— CHANGE SE03XC229 SPRINT CABINET SITE ADDRESS: - - 16404 SMOKEY POINT BLVD GENERAL NOTES: ARLINGTON,WA 98223 1.SPLICE GROUND CONNECTIONS. 2.FOLLOW COAXIAL CABLE MANUFACTURERS RECOMMENDATIOIS MPICAL) SHEET DESCRIPTION: D.ALL INSULATED GROUND WIRES To BE STRANDED.AWG MIRE UNLESS NOTED OTHERWISE 4.THIS 5 TYPICAL FOR ONE SECTOR OF ANTENNAS. SEE PLANS FOR NUMBER OF SECTORS. GROUNDING PLAN& S. NUMBER OF COAX IS UWRAMAMC. SINGLE LINE DIAGRAM S.EXISnw gPLEXERS AND DmNO TMAS NOT SHOWN FOR CLARUY. 7.FOLLOW SPRINT STANDARD GROUNDING METHOD. SHEET NUMBER. COAX & GROUNDING SYSTEM SCHEMATIC (GAMMA) N 2 DC/ FIBER/ COAX SINGLE LINE DIAGRAM (GAMMA) NO E A'S• 1 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless Structural Analysis Deport March 7,20.17 Site Name SE03XC229 Infinigy Job Number 499-035 Client SmartIink Proposed Carrier Sprint 16404 Smokey Point Boulevard, Site Location Arlington, WA 98223 480 8' 43.9584"N NAD83 122" 11' 9.2718" W NAD83 Structure Type Ballast Mount Structural Usage Ratio 76.0% _ Overall Result Pass Upon reviewing the results of this analysis, it is our opinion that the structure meets the specified TIA and ASCE code requirements. The mounts are therefore deemed adequate to support the existing and proposed loading as listed in this report. �QK R• Jo CITY OF AR,LINGTON of W (I BUILDING DEPARTMENT JOB �� " . �� APPROVEDCOPY0 DATE 3 ID 17 BY NO CHANGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR Nathaniel R. Ober, E.I.T. Received Structural Engineer II l�t� t31� INFINIGY8 1 . 9GHz RRU ( 1/6 ) [Unit: mm] N N 'IIIIII�nPr i:. 350 [Top View] j L 0 im [Left View] [Front View] [Right View] [Rear View] Specification Size (mm) 605(H) x 350(W)x 227.5(D) [48.2L] Weight (k ) 27 k [Bottom View] @Samsung Electronics.All Rights Reserved. Confidential and Proprietary. IIMSUN 1 . 9GHz RRU Specification ( 6/6 ) Operating Frequency 1930 — 1995MHz (DL), 1850 — 1915MHz(UL) Channel Bandwidth CDMA : 1.25MHz , LTE : 1.4/3/5/10/15/20MHz CDMA only : Up to 8Carriers Number of Carriers LTE only : Up to 4Carriers CDMA+LTE : Configurable Configuration 4T4R Instantaneous bandwidth 65MHz RF power 160W (40W x 4Tx) Dimension (H x W x D) 23.8" x 13.8" x 9.0" (605 mm x 350 mm x 227.5 mm) Weight about 60 Ibs (about27kg) Temperature -40—55°C without solar load Power Consumption 730W Antenna Interface Analog RF 4 DIN/Female BBU Interface CPRI 4.0 4 Single Mode, 1 core with LC connector Ground cable Ground 1 2 Hole LUG Power DC power(-48 VDC) 1 2 pin naked solder @Samsung Electronics.All Rights Reserved. Confidential and Proprietary. 11MSUN 80OMHz RRU ( 1/5 ) [Unit: mm] _A, LI11 I LA-LuA I L1A 265 - 383 88 �� o J [Top View] o 0 y f 1 � 488.5 O J 45 C) • C> 91 [Right View] [Rear View] [Left View] [Front View] Specification Size (mm) RRU : 460(H) x 280(W) X 390(D) Filter : 291(H) x 268(W) x 75(D) r i Weight (kg) RRU : 27 kg Bottom View] Filter : 4 kg [ @Samsung Electronics.All Rights Reserved. Confidential and Proprietary. IIMSUN Specification80OMHz RRU Specification ( 5/5 ) RF Unit Operating Frequency 862 — 869MHz (DL), 817 — 824MHz (UL) Channel Bandwidth CDMA : 1.25MHz, LTE : 3/5MHz Number of Carriers CDMA only : Up to 5Carriers, LTE only : 1 Carriers CDMA+LTE : Configurable RF Configuration 2Tx/2Rx Instantaneous BW 7MHz RF power 100W (50W x 2Tx) RRU: 18" x 11" x 15.4" (460 mm x 280 mm x 390 mm) Dimension (H x W x D) External filter: 11.4" x 10.6" x3" (291 mmx268mmx75 mm) Weight RRU: about 59.5 Ibs (about 27kg ) External filter: about 8.8 Ibs (about 4kg) Temperature -40 — 55°C without solar load Power Consumption 540W Antenna Interface Analog RF 2 DIN/Female BBU Interface CPRI 4.0 2 Single Mode, 1 core with LC connector Ground cable Ground 1 2 Hole LUG Power DC power(-48 VDC) 1 2 pin naked solder @Samsung Electronics.All Rights Reserved. Confidential and Proprietary. nnnsuN 80OMHz RRH 2nd Gen ( 1/5 ) [Unit:mm] I� 400 [Top View] 'I s f � L , r 46 oc- I', o f n [Left View] [Front View] [Right View] [Rear View] ■ ■ Item Specifications Size(mm,W x D x H) -400 x171 x 601.7(with External Filter) ■ ■ -400 x 171 x 490(without External Filter) [Bottom View] Weight(kg) -25(with External Filter) -23(without External Filter) @Samsung Electronics.All Rights Reserved. Confidential and Proprietary. IIMSUN Specification80OMHz RRH 2nd Gen Specification ( 5/5 ) RF Unit Operating Frequency 862 — 869MHz (DL), 817 — 824MHz (UL) Channel Bandwidth CDMA : 1.25MHz, LTE : 3/5MHz Number of Carriers CDMA only : Up to 5Carriers, LTE only : 1 Carriers CDMA+LTE : Configurable RF Configuration 2Tx/2Rx Instantaneous BW 7MHz RF power 100W (50W x 2Tx) RRU: 19.3" x 6.73" x 15.7" (490 mm x 171 mm x 400 mm) Dimension (H x W x D) External filter: 8.6" x 4.65" x 4.73" (219 mm x 118.3 mm x 120 mm) RRU: about 46.2 Ibs (about 21kg ) Weight External filter: about 5.5 Ibs (about 2.5kg) Temperature -40 — 55°C without solar load Power Consumption 440W Antenna Interface Analog RF 2 DIN/Female BBU Interface CPRI 4.0 2 Single Mode, 1 core with LC connector Ground cable Ground 1 2 Hole LUG Power DC power(-48 VDC) 1 Ring terminal @Samsung Electronics.All Rights Reserved. Confidential and Proprietary. 11MSUN 2 . 5GHz RRH Size and Weight Shape Finger Guard is field - installed, ships separately. ■ Size : 15.5" x 18.6" x 9.45" (382 x 584 x 240 mm) Spec. ■ RRH with Finger Guard ■ Weight : 59.5 Ibs (27kg) ■ Weight with Bracket: 71.82 Ibs 32.6k 9 ( 9) ■ Requires 3 inch pipe @Samsung Electronics.All Rights Reserved. Confidential and Proprietary. IIMSUN Permit#: 1374 Permit Date: 03/10/17 Permit Type: COMMERCIAL ALTERATION Project Name: Sprint Applicant Name: Smartlink Applicant Address: 50 116th Ave SE, #210 Applicant, City, State, Zip: Bellevue,WA 98004 Contact: Nancy Sears Phone: 425-444-1434 Email: nancy.sears@smartlinkllc.com Scope of Work: Replace 5 existing antennas with 3 new and 3 new remote radio units Valuation: 20000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 03/17/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 16404 SMOKEY POINT PREWITT LARRY 651 Medical&Other 31052900101500 BLVD G 360-333-6125 Health Services Contractors Contractor Primary Contact Phone Address Contractor Type License License# Quantum Contracting Davy Manning 425-285-9776 14940 Ste A NE CONSTRUCTION Labor and QUANTCN923KI Northwest,LLC 95th Street CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 10/23/2017 C20.BUILDING Cell EQUIP.exchange 10/23/2017 BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 03/15/2017 Commercial Other BUILDING 03/15/2017 Commercial Other z.Rick Karns Fees Fee Description Notes Amount Building Plan Review Table 4-2 $294.92 Building Permit Table 4-1 $453.73 Processing/Technology $25.00 State Surcharge- 1st DU Residential-1st Unit $4.50 Total $778.15 Attached Letters Date Letter Description 03/17/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 03/15/2017 Smartlink,LLC Check#70596 Kristin Foster $778.15 Outstanding Balance $0.00 Notes Date Note Created By: 03/10/2017 Contractor is TBD. Kristin Foster Uploaded Files Date File Name 03/17/2017 2162604-1374 Issued Permit.pdf 03/10/2017 2148960-1374 Application.pdf 03/10/2017 2148961-1374 Structural Report.pdf 03/10/2017 2148962-1374 MountAnalysis.pdf 03/10/2017 2148963-1374 Antenna Specs.pdf 03/10/2017 2148964-RRH Data.pptx 03/10/2017 2148965-1374 Plans.pdf