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HomeMy WebLinkAbout16404 Smokey Point Blvd_BLD2854_2026 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:16404 Smokey Point Blvd Permit#:2854 Parcel#:31052900101500 Valuation:20000.00 OWNER APPLICANT CONTRACTOR Name:PREWITT LARRY G Name:[Company Name] Name:KMM Telecommunications Inc Address: 14721 EVERGREEN WAY Address:[Company Address] Address: City,State Zip:STANWOOD,WA 98292 City,State Zip:Bellevue,WA 98292 City,State Zip:, Phone:360-333-6125 Phone:425-444-1269 Phone:503-569-0866 LIC:KMMTET1858L4 EXP:08/16/2021 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: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 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. IBC1I0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlin 101. l Itap/let i gnat Pik I Name Date Released By Di de CONDITIONS ALL STRUCTURAL REVISIONS TO BE INSPECTED PRIOR TO COVER. ADHERE TO APPROVED PLANS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES 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 11/05/2019 Building Plan Review Fee $306.71 11/05/2019 Building Permit Fee $471.86 11/05/2019 Processing/Technology Fee $25.00 11/05/2019 Credit Card Surcharge $14.91 Total Due: $818.48 Total Payment: $818.48 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 q!. �. ♦ � , Raelynn Jones From: Colleen Donahue <Colleen.Donahue@smartlinkllc.com> Sent: Tuesday, November 5, 2019 9:57 AM To: Raelynn Jones Cc: Kristin Foster; Launa Peterson;Cody Fann; Brianne Petersen Subject: RE: 16404 Smokey Point Blvd SE03XC229 [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Raelynn, The GC info is: Contractor Company Name: KMM Telecommunications Inc. State Contractor License#: CC KMMTET1858L4 State License Expiration Date: 8/16/2021 State UBI#603-507-397 Construction Contact Name Jason Coulter Construction Contact Phone#503.569.0866 Construction Contact Email: i.coulter _kmmcorp.net Thank-you! &ffeea Smartlinkl425-444-1269 From:Colleen Donahue Sent:Tuesday, November 5, 2019 9:29 AM To: 'Raelynn Jones'<rjones@arlingtonwa.gov> Cc: Kristin Foster<kfoster@arlingtonwa.gov>; Launa Peterson <Ieterson@arlingtonwa.gov>; Cody Fann <cody.fann@smartlinkllc.com>; Brianne Petersen<brianne.petersen@smartlinkllc.com> Subject: RE: 16404 Smokey Point Blvd SE03XC229 Thank-you Raelynn! I'll be paying the rest of the building fees later this morning on the link that you sent me for paying online. I am still waiting for the GC information from Sprint. &&em Smartlinkl425-444-1269 From: Raelynn Jones<rjo1 nes@arlingtonwa.gov> Sent:Tuesday, November 5, 2019 8:53 AM To: Colleen Donahue<Colleen.Donahue@smartlinkllc.com> Cc: Kristin Foster<kfoster@arlingtonwa.goy>; Launa Peterson<Ipeeterson@arlinetonwa.gov>; Cody Fann <codv.fann@smartlinkllc.com>; Brianne Petersen<brianne.petersen@smartlinkllc.com> Subject: RE: 16404 Smokey Point Blvd SE03XC229 1 Waming:This message was sent from outside tt impany and could contain attachments.Please do not 1,,_.I unless you recognize the source of this email and know the content is safe. Good Morning Colleen, See attached receipts as requested. Will the contractor be taking care of the remaining building permit fee?Thank you! Sincerely, Raelynn Jones Permit Technician City of Arlington Community& Economic Development 18204 59t"Ave NE Arlington, WA 98223 Office: 360-403-3436 www.arlinetonwa.gov From:Colleen Donahue<Colleen.Donahue@smartlinkllc.com> r A nnin r.-1-/ n1A aena_ Monday, IVovernbe_4, LV17J.L/ rIVI To: Raelynn Jones<riones@arlinetonwa.Rov> Cc: Kristin Foster<kfoster@arlingtonwa.gov>; Launa Peterson <Ieterson arlingtonwa.ggv>; Cody Fann <cody.fann@smartlinkllc.com>; Brianne Petersen<brianne.petersen@smartlinkllc.com> Subject: RE: 16404 Smokey Point Blvd SE03XC229 [NOTICE: This message originated outside the City of Arlington mail system.-- DO NOT CLICK on links or open attachments unless you are sure the content is safe.] Hello Raelynn, I have asked Sprint who the GC is,and I'll update you as soon as I hear back. Meanwhile, I am not able to find the receipt for the submittal.Would you please send me a copy of it? The submittal fee was paid by check#90266 in the amount of$2631.71. Zoning Fee $2,325.00 BP review 306.71 Total $2,631.71 Thank-you 1 2 6d&m Smartlink 1425-444-1269 From: Raelynn Jones<riones@arlingtonwa_gov> Sent: Monday, November 4, 2019 1:40 PM To: Colleen Donahue<Colleen.Dona hue Psmartlinkllc.com> Cc: Kristin Foster<kfoster@arlingtonwa.gov>; Launa Peterson<Ipeterson_&L i tones ov> Subject: 16404 Smokey Point Blvd Good Afternoon, We are working on finishing up the review for 16404 Smokey Point Blvd—Project SE03XC229 and are requiring the contractor information for permit issuance. Has a contractor been chosen for this job? Please advise.Thank you! Sincerely, Raelynn Jones Permit Technician City of Arlington Community& Economic Development 18204 59th Ave NE Arlington,WA 98223 Office:360-403-3436 www.arlingtonwa.gov 3 Permit#: 2854 Permit Date: 10/16/19 Project Name: Smartlink Site Address: 16404 Smokey Point Blvd Company Name: Smartlink on behalf of Spring Company Address: 15395 SE 30th Place City, State,Zip: Bellevue, WA 98292 Contact: Colleen Donahue Phone: 425-444-1269 Email: colleen.donahue@smartlinkllc.com Permit Type: Commercial Alteration Valuation: 20000.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Proposed Use: Replace cellular antennas MIC/Opportunity Zone: Opportunity Zone Permit Issued: Permit Expires: Type of Construction-DNU: Status-DNU: Applied Status: 1N PROCESS Property i Parcel# Address Legal Description Owner Name Owner Phone Zoning 16404 SMOKEY POINT PREWITT LARRY 360-333-6125 651 Medical&Other 31052900101500 BLVD G Health Services Plan Reviews Date Review Type Description Assigned To Review Status 10/16/2019 Commercial Other Building In Review Fees Fee Description Notes Amount Building Plan Review Fee 345.83.00.00 $306.71 Total $306.71 „�. �� I 1 I Payments Date Paid By Description Payment Type Accepted By Amount 10/16/2019 Smartlink,LLC Check#90266 Kristin Foster y306.71 Outstanding Balance $0.00 Notes Date Mote Created By: 10/16/201 Q Contractor TBD Kristin Foster Uploaded Files Date File Name 10/16/2019 5759076-Stnartlink Site Plan.pdf 10/16/2019 5759075-Smartlink Plans.pdf 10/16/2019 5759074-Smartlink Narrative.pclf 10/16/2019 5759073-Smartlink Ag lica i pd 10/16/2019 5759072-Smartlink Vicinity Map.pdf i1t `� COMMERCIAL APPLICATION PERMIT SUBMITTAL 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 delay the review. Application is to add (3) antennas to an existing cellular installation on a commercial building rooftop. 0 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 0 Two (2) Structural Calculations ❑ NA One (1) Project Specification Manuals(if applicable) ❑ NA One (1) NREC Code Compliance Forms ❑ NA One (1) Special Inspection Requirements Forms ❑ NA One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER/N 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 ced(a�arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 _ - - - 'y = COMMERCIAL APPLICATION O • PERMIT SUBMITTAL 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 9 i i GtT Y COMMERCIAL APPLICATION PERMIT SUBMITTAL 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. x0 SITE PLAN— REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing 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. 0 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. NA❑ 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. REV 2015 Page 3 of 9 i I LET y U fi COMMERCIAL APPLICATION PERMIT SUBMITTAL IN Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360)403-3551 j) Show the location of all new walls, doors,windows, etc. 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 NA ❑ 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. NA ❑ 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. ❑ TBD 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.NA❑ WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E.NA 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 9 COMMERCIAL APPLICATION 9 4 PERMIT SUBMITTAL f j�r'♦ 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 ced@arlingtonwa.gov. 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 9 I I N COMMERCIAL APPLICATION rh PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BV A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: SE03XC229 Sprint MIMO Valuation: $20,000.00 Project Address: 16404 Smokey Point BLVD,Arlington,WA 98223 Parcel ID#: 3105-290-010-150.0 Legal Description SEC 29 TWP 31 RGE 05S1/3 OF S1/2 OF SE1/4 NE1/4 LY E OF 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 Owner: Larry Prewitt Phone Number: Address: 14721 Evergreen Way City:Stanwood State: WA Zip Code: 98292 Engineer: Infinigy,Eka Priantini Phone Number: 847-648-4068 Cell Phone: E-mail: epriantini@infinigy.com Address: 250O W Higgins RD.Suite 510 City:Hoffman Estates State: IL Zip Code: 60169 General Contractor:TBD Phone Number: Cell Phone E-mail: Address City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code. Proposed Scope of Work: Sprint is proposing to update their equipment on this building rooftop cell site by: Installing(3)New Sprint Panel Antennas Removing(3)Sprint 2500 MHz Radio Units Installing(1)Sprint MIMO Hybrid Cable Painting new equipment to match existing equipment REV 2015 Page 6 of 9 i, I i i CST Y �� COMMERCIAL APPLICATION �'�i•� nor PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone(360)403-3551 Project Name/Tenant SE03XC229 Sprint MIMO Site Address 16404 Smokey Point BLVD,Arlington,WA 98223 Bldg/Unit/Suite IBC Construction Type V—B IBC Occupancy Type U Description of Use Cellular antennas and radio equipment Building Square Footage NA Number of Stories 5 Square Footage Per Floor_ NA Modifications are being proposed to the antennas on a rooftop cellular site. Will there be any installation, modification or removal of the following? (Check all that apply) ❑ 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: NA Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 i Y o, -- COMMERCIAL APPLICATION PERMIT SUBMITTAL 1N G Department p rtment of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone (360)403-3551 Name of Project: SE03XC229 Sprint MIMO Project Address: 16404 Smokey Point BLVD,Arlington,WA 98223 Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans, specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy" City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector. The contractor shall maintain all daily inspections reports,on site,for review. REV 2015 Page 8 of 9 Y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development p City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required, and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: 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. (I XIV., Q_ V'-4'L- Applicants Signature Colleen Donahue,Smartlink on behalf of Sprint 10/10/2019 Print Applicants Name Date FOR STAFF USE ONLY ~ 2te4 OCT 15 2019 Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 i SAMSUNG ELE _ 5901 College B ART.L.1 INGTO�g r Overland Park, S e! ELECTRONICS BUILDING DEPARTMENT APPROVED a t e � 12/4/2017 ��I � COPY DATE ,�/ � BY NO CHANGES AUTHORIZED ff - M-MIMO Cut Sheet UNLESS APPROVED BY THE Cut sheet details for Samsung 64T64R Massive MIMO AAU (MAU)en lose BUILDING INSPECTOR Radio module SSLR 7.1.0 (2Q.-18) Temperature support -40°C to 550C (without solar load) # of Tx/Rx 64T64R Frequency band-MHz 2496-2690 IBW (MHz) 60 Split mode support Yes Aggregate Tx power-Watts 160 Weight- Kgs (MMU) 65Kg Weight- Kgs (BBU) < 15Kg Dimension- CM (AAU) (H X W X D mm) 1050 x 500 x 140 Dimension- CM (BBU) (H X W X D mm) 88 x 433 x 385 Volume— L (AAU) 73.5L Power consumption ( W) 1572 (max) #of antenna elements 128 #of antenna elements-columns 8 Horizontal antenna element spacing 0.5A # of antenna elements- row 8x2 polarization Vertical antenna element spacing 0.74A #of antenna sub-array 2x2 polarization Antenna element gain-dBi 7dBi PDCCH Broadcast beam HBW 35-95 ( every 5 degree) PDCCH Broadcast beam gain-dBi 16.5+/-0.5dBi Down link SU-MIMO 2x2, 4x4 Uplink SU-MIMO 2x2 Downlink MU-MIMO- #of layers (#of UE x layers) 16 layers 2 layers (Roadmap: Up to 8 Uplink MU-MIMO-#of layers (#of UE x layers) layers with new channel card in BBU) Maximum DL modulation scheme 256 QAM Maximum UL modulation scheme 64 QAM Transmission modes supported TM7, TM9 SRS periods 24RBs per 10ms DMRS design TM7 Port 5, TM9 Port 7,8,9,and 10 CSI-RS 8 Port CSI-RS Uplink detection scheme MMSE CONFIDENTIAL AND PROPRIETARY INFORMATION Page 1 Received OCT 1 5 """" ��ZOPJA r 11 ��_ u i � i t � l� � I I I JI�L� �� � �� � � 1 �•'1� _ �' I � . ►' SAMSUNG ELECTRONICS AMERICA CA support 3CA PDCCH power boosting Yes SW upgradable to 5G NR ( dynamic TDD, frame Yes configuration) Lean Carrier No UL CoMP ( intra sector) No Fiber interface requirement( CPRI rate, number) 10G x 5 CPRI compression Yes (for 5G NR) PDCP-RLC split(Option 2)with Base band processing performed in radio ( PHY, MAC) 4G channel card L1 split(Option 7)with 5G channel card CONFIDENTIAL AND PROPRIETARY INFORMATION Page 2 i 1 I I INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless Structural Analysis Design Report September 19, 2019 Site Name Smokey Point Site Number SE03XC229 Infinigy Job Number 499-035 Client Smartlink Proposed Carrier Sprint 16404 Smokey Point Boulevard, Arlington, Site Location Snohomish County, WA 98223 480 8' 43.96"N NAD83 1220 11' 9.27" W NAD83 Structure Type Rooftop Frames Structural Usage Ratio 95.5% Overall Result Pass Upon reviewing the results of this analysis, it is our opinion that the building structure and antenna frames do meet the specified TIA and ASCE standards and adopted code requirements. The antenna frames and building structure are therefore not adequata t a e ' f proposed loading as listed in this report. G 5 F"I CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DATE ZI BY �,,�VaY V. 'jz C? O ct w,�sb� f NO CHANGES AUTHORIZED �� L� cox UNLESS APPROVED BY THE BUILDING INSPECTOR lj A ofi R 49210 - -- £crsTc�� Received 09-19-19 OCT 15 2019 Dmitriy Albul, P.E. �JI�J7�i Engineering Consultant to Infinigy .- , NC NH NJ N INFINIGY8 I' Jill, Y 11 C.L _ VCE'Vir All MI J1 L Structural Analysis and Design Report September 19, 2019 Contents Introduction....................................................................... 3 Supporting Documentation..................................................... 3 Analysis Code Requirements................................................... 3 Conclusion........................................................................ 3 Final Loading Configuration................................................... 4 Structure Usages.................................................................. 4 Anchor Reactions................................................................... 4 Assumptions and Limitations................................................... 5 Calculations........................................................................ Appended SE03XC229 Page 2 i I i Structural Analysis and Design Report September 19, 2019 Introduction Infinigy Engineering has been requested to perform a structural analysis of the existing antenna frames and building supporting structure. 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. 17.0.4 software. Supportin! Documentation Construction Drawings Infinigy Engineering, Site No: SE03XC229, dated May 1, 2018 Previous Analysis Report Infinigy Engineering, Site No: SE03XC229, dated May 30, 2018 Mapping Report Infinigy Engineering, Site No: SE03XC229 dated September 16, 2019 Analysis Code Requirements Wind Speed 85 mph 3-Second, VASD /110 mph 3-Second Gust, VULT) Wind Speed w/ice 30 mph 3-Second, VASD w/0.25" Ice TIA Revision ANSI/TIA-222-G Adopted IBC 2015 IBC Structure Class 11 Exposure Category C Topographic Category 1 Calculated Crest Height 0 ft Seismic Design Values Ss = 1.0932, Si =0.426 Soil Type D- Stiff Soil Conclusion Upon reviewing the results of this analysis, it is our opinion that the building structure and antenna frames do meet the specified TIA and ASCE standards and adopted code requirements. The antenna frames and building structure are therefore not 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: Dmitriy Albul, P.E. Structural Engineering Consultant to Infinigy 26455 Rancho Pkwy South, Lake Forest, CA 92630 (M) (949) 338-6143 www.infinigy.co SE03XC229 Page 13 +I I t Structural Analysis and Design Report September 19, 2019 Final Loading Configuration Rad Center(ft) Qty. Appurtenance Mount Sector Type 1 KMW ETCR-6541,12116 1 Samsun M-MIMO 2 1 800 MHz RRUS Alpha 1 1900 MHz RRUS 1 RFS FIM800CAB-X 1 KMW ETCR-654L12H6 1 Samsun M-MIMO Rooftop 45.0 2 800 MHz RRUS Frames Beta 1 1900 MHz RRUS 1 RFS FIM800CAB-X 1 KMW ETCR-654L12H6 1 Samsun M-MIMO 2 800 MHz RRUS Gamma 1 1900 MHz RRUS 1 RFS FIM800CAB-X Structure Usages Frames 61.5% Pass Mount Pipe 48.0% Pass Sleepers 50.3% Pass Roof Blocking 45.5% Pass Roof TJI Joist 95.5% Pass Roof Glulam Beam 84.2% Pass RATING= 95.5% Pass Anchor Reactions Antenna Frame to Wood Sleepers Connection Reaction Data Design Capacity* Analysis Reactions Result Max Tension lbs. 2,391 565 23.6% Max Shear lbs.) 1,294 662 51.1% Combined Tension Shear I - i - i 63.5% *Proposed(1)5/8"6"Long Lag Screws total of(12)per Antenna Frame. Wood Sleepers to Roof Blocking Connection Reaction Data Design Capacity* Analysis Reactions Result Max Tension lbs. 2,295 565 9.2% Max Shear lbs. 1,098 662 30.1% Combined Tension Shear - - 36.6% *Proposed(1)5/8"12"Long Lag Screws total(6)per wood sleeper. SE03XC229 Page 4 Structural Analysis and Design Report September 19, 2019 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, AISC, 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 15 Y 2�7f Envelope Only Solution Infinigy Engineering PLLC Rendered Configuration DVA SE03XC229 Antenna Frame Sept 19, 2019 at 12:38 PM 499-035 SE03XC229 Antenna Frame.R3D i A z x �157 53 54 IN61 N 2 7 56 M n N N59 5 N � M N 72 M3 tAi5 6 flf? N 6 76 1 � 1 58 1 u� g N 12 73 48 My 7 � 81 M� 5 N62 N 10 � N 1a M>3 38 74 15 25 IN60 Envelope Only Solution Infinigy Engineering PLLC Wire Frame Model DVA SE03XC229 Antenna Frame Sept 19, 2019 at 7:42 PM 499-035 SE03XC229 Antenna Frame.R3D I Site Name: SE03XC229 Client, Smartlink I N F I N I G Y 8 Carrier: Sprin[ Engineer: DVA FROM ZERO TO INFINIGY Date: 9/19/2019 Inr,owi,•„„.��ru�;. INFINIGY WIND LOAD CALCULATOR 4.0.2 Site Information Inpwr Rooftop Inputs: Adopted Building Code: 2015 IBC Rooftop Wind Speed-Up?: No Structure Load Standard: ASCE 7-10 Antenna Load Standard: ASCE 7-10 Structure Risk Category: II Structure Type: Rooftop Number of Sectors: 3 Main Structure Shape: Flat Wind Loading Inputs: Wind with No Ice Wind with Ice Design Wind Velocity 110 mph(ultimate 3-second gust) q,(psf) Gh FIT(psf) q,(psf) Gh Fs.(psf) Wind Centerline 1(z,): 45.0 It 28.17 0.85 1 53.52 1.10 0.85 1 5.46 Side Face Angle(0): 60 degrees Exposure Category: C Topographic Category: 1 Ice Loading Inputs: Is Ice Loading Needed?: Yes Ice Wind Velocity: 30 rnph(ultimate 3-second gust) Base Ice fhickn•ss 0.25 rn Appurtenances Elevation(ft) Total Ka Front Side qr EPA Fz Fx Fz(60) Fx(30) Quantity Shape Shape (psf) (ftz) (Ibs) (Ibs) (Ibs) (Ibs) KMW ETCR-6541.121-16 45.0 3 1.00 Flat Flat 28.17 13.03 312.04 11672 165.55 263.21 SAMSUNG M-MIMO 45.0 3 1.00 Flat Flat 28.17 6.75 161.50 53.51 80.51 13451 ALCATEL-LUCENT 800 MHZ 2X50 RRH 45.0 3 1.00 Flat Flat 28.17 2.06 4928 46.25 4701 4852 ALCATEL-LUCENT 800 MHZ 2X50 RRH 45.0 3 1.00 Flat Flat 28.17 206 49.28 4625 47.01 48.52 ALCATE-LUCENT 1900 MHZ 4X45 RRH 45.0 3 1.00 Flat Flat 28.17 2.32 55.59 53.58 54.08 55.09 RFS FIM800CAB-X �i5.0 3 1.00 Flat Flat 28.17 1 22 29.26 25.78 26.65 28.39 Site Name: SE03XC229 Client: Sm,drhrl I N F I N I GY 8 Carrier: Sprint Engineer: FROM ZERO TO INFINIGY Date: !i;I-)12Q!ti the whollons are endless INFINIGY SEISMIC LOAD CALCULATOR 4 0 r. Site Information Inputs: Adopted Building Code: 2=15 10:. Structure Load Standard: 5.5: Antenna Load Standard: !•1 C1 7-1i, Structure Risk Category: II Site Class: c-'d t= nl Structure Type: P.reftap Number of Sectors: Seismic Loading Inputs: S,: 1.093 g S,: 0.426 g Average Roof Height: 45.0 ft a,: 1.0 RP: 2.5 Qo: 1.0 F,: 1.063 F,,: 1.574 Sos: 0.774 g Sol: 0.447 g Input Appurtenance Information and Load Placements: Appurtenance Name Attachment Total Front Side Weight Fp Max Fp Min Fp Design Fz(Ibs) Fx(Ibs) Elevation(ft) Quantity Shape Shape (Ibs) (lb) (lb) (Ib) KMW ETCR-654L12H6 45.0 3 Flat Flat 79.40 98.38 18.45 29.51 29.51 29.51 SAMSUNG M-MIMO 45.0 3 Flat Flat 176.36 218.52 40.97 65.56 65.56 65.56 ALCATE L-LU CENT 800 MHZ 2X50 RRH 45.0 3 Flat Flat 64.00 79.30 14.87 23.79 23.79 23.79 ALCATEL-LUCENT 800 MHZ 2X50 RRH 45.0 3 Flat Flat 64.00 79.30 14.87 23.79 23.79 23.79 ALCATE-LUCENT 1900 MHZ 4X45 RRH 45.0 3 Flat Flat 60.00 74.34 13.94 22.30 22.30 22.30 RFS FIM800CAB-X 45.0 3 Flat Flat 53.00 65.67 12.31 19.70 19.70 19.70 Mount 45.0 1 Flat Flat 878.80 1 1088.91 204.17 1 326.67 326.67 1 326.67 i NFI N I GY 8 Company Des gner DVAgy Engineering PLLC Sept 19,2019 FROM ZERO TO INFINIGY Job Number 499-035 Checked By: DVA m„so1 w-o,-diL- Model Name SE03XC229 Antenna Frame Member Primary Data Label I J rlt J joint K Jointe ie 1 S tin ha e T -e Desi n List Material Desion R Ile 1 M1 N3 N1 270 Frame Beam Sinale Anale A36 Gr.36 Tvnical 2 M2 N5 N3 270 Frame Beam Single Angle A36 Gr.36 Typical 3 M3 N8 N6 Frame Beam Single Angle A36 Gr.36 Typical 4 M4 N10 N8 Frame Beam Single Angle A36 Gr.36 Typical 5 M5 N11 N39 Brace VBrace Single Angle A36 Gr.36 Typical 6 M6 N12 N14 Horizontal BracE HBrace Sin le Anale A36 Gr.36 Typical 7 M7 N13 N41 90 Brace VBrace Single Angle A36 Gr.36 Typical 8 M8 N15 N12 Horizontal Bracrz HBrace Single Angle A36 Gr.36 Typical 9 M9 N16 N18 Frame Beam Single Anale A36 Gr.36 Typical 10 M10 N18 N20 Frame Beam Single Angle A36 Gr.36 Typical 11 M11 N21 N1 Frame Beam Sin le Angle A36 Gr.36 Typical 12 M12 N21 N23 270 Frame Beam Single Angle A36 Gr.36 Typical 13 M13 N23 N25 270 Frame Beam Single Angle A36 Gr.36 Typical 14 M14 N25 N5 270 Frame Beam Sin le Anale A36 Gr.36 Tvnical 15 M15 N75 N26 90 Brace VBrace Single Angle A36 Gr.36 Typical 16 M16 N32 N35 270 Frame Rail Beam Double Angle(.. A36 Gr.36 Typical 17 M17 N35 N38 270 Frame Rail Beam Double Angle(.. A36 Gr.36 T nical 18 M18 N75 N27 Brace VBracel Single Angle A36 Gr.36 Typical 19 M19 N42 N45 90 Frame Rail Beam Double Angle L. A36 Gr.36 Typical 20 M20 N45 N48 90 Frame Rail Beam Double An le(.. A36 Gr.36 Typical 21 M21 N21 N42 180 Column Column Sin le Anale, A36 Gr.36 Typical 22 M22 N25 N48 270 Column Column Single Angle A36 Gr.36 Typical 23 M23 N71 N40 Brace 2 VBrace Double Anale(.. A36 Gr.36 Typical 24 M24 N23 N3 180 Frame 2 Column Double Angle(., A36 Gr.36 Typical 25 M25 N23 N45 90 Column 2 Beam (Double Anqle(.. A36 Gr.36 Typical 26 M26 N28 N53 Mount Pie Column Pie A53 Gr.B Tvnical 27 M27 N29 N54 New Mount Pip Column Pie A53 Gr.B Typical 28 M28 N30 N55 Mount Pie Column Pie A53 Gr.B Typical 29 M29 N31 N56 Mount Pine Column Pine A53 Gr.B Typical 30 M30 N33 N28 RIGID None None RIGID Typical 31 M31 N34 N29 RIGID None None RIGID Typical 32 M32 N36 N30 RIGID None None RIGID I Typical 33 M33 N37 N31 RIGID None None RIGID TvDical 34 M34 N43 N49 RIGID None None RIGID Typical 35 M35 N44 N50 RIGID None None RIGID Typical 36 M36 N46 N51 RIGID None None RIGID T ical 37 M37 N47 N52 RIGID None None RIGID Tvnical 38 M38 N76 N77 RIGID None None RIGID T i al 39 M39 N79 N78 RIGID None None RIGID _r El 40 M40 N81 N80 I I Mount Pie Column Pie A53 Gr.B Typical Material Takeoff Material i7. P-cFq 'nCl lfln /ei I r f3 1 General 2 RIGID 10 36 0 3 Total General 10 36 0 4 5 Hot Rolled Steel 6 A36 Gr.36 L2.5x2.5x3 18 1585.3 405 7 A36 Gr.36 L_L2.5x2.5x3x0 5 431 220 8 AIR Gr.36 LL2.5x2.5x3x3 1 66 33.7 9 A36 Gr.36 LL2.5x2.5x3)(6 1 96 49 10 A53 Gr.B PIPE 2.0 4 372 107.6 11 A53 Gr_B PIPE 3.0 1 108 63.4 RISA-3D Version 13.0.0 [C:\...\user\Desktop\lnfinigy\SE03XC229\SE03XC229 Antenna Frame.R3D] Page 1 t - I c �/y� Company Infinigy Engineering PLLC Sept 19,2019 N F I N I 1 V Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: DVA the solullons are endless Model Name SE03XC229 Antenna Frame Material Takeoff(Continued) 12 Total FIR Steel 30 2658.4 878.7 Basic Load Cases BLC Descriotion Category X GravItvav i r wtv Joint Pointi rP 1 Self Weight Dl- -1 12 Wind Load AZI 000 WLZ 12 1 3 Wind Load AZI 090 WLX 12 1 4 Ice Weight OL1 12 40 5 'Wind + Ice Load AZI 000 OL2 12 1 6 lWind + Ice Load AZI 090 OL3 12 1 7 Seismic Load AZI 000 ELZ -.377 12 8 Seismic Load AZI 090 ELX -.377 12 9 BLC 2 Transient Area Loads None 20 10 BLC 3 Transient Area Loads None 21 11 BLC 5 Transient Area Loads None 20 12 BLC 6 Transient Area Loads None 21 Load Combinations 12,,scrintion SolveF 1 1.4D Yes Y DL 1.4 2 1.2D+ 1W AZI 000 Yes Y DL 1.2 'VV- 1 3 1.2D+ 1W AZI 030 Yes Y DL 1.2 'IN-.866 1N1. .5 4 1.2D+ 1W AZI 060 Yes Y DL 1.2 w.. ,5 IN-866 5 1.2D+ 1W AZI 090 Yes Y QL 1.2 w. 1 6 1-201+ 1W AZI 120 Yes Y QL1 1.2 W -.5 W...866 7 1.2D+ 1W AZI 150 Yes Y DL 1.2 'w. -.8..W 1 -5 8 1.2D+ 1W AZI 180 Yes Y DL 1.2 IN. -1 9 1.2D+ 1W AZI 210 Yes Y DL 1. 2 'w. -,8 'IN. -.5 10 1.2D+ 1W AZI 240 Yes Y QL 1.2 IN. -.5 W. -.8... 11 1.2D+ 1 W AZI 270 Yes Y DL 1.2 W. -1 12 1.2D+ 1W AZI 3 0 Yes I Y QL 1.2 .5 W. -.8... 13 1,2D + 1W AZI 330 Yes Y DL 1.2 IN 866 IN. -.5 14 0.9D+ 1W AZI 000 Yes Y DL .9 I ff. 1 15 0.9D+ 1W AZI 030 Yes Y D .9 IN.. 866 W. 5 16 0-901 + 1W AZI 060 Yes Y DL 9 IN.. .5 IN. .866 17 0.9D+ 1W A71 090 Yes Y CIL 9 'w.. 1 18 0. D+ 1W AZI 120 Yes Y D .9 IN.. -.5 IN-866, 19 0.9D + 1 W AZI 150 Yes Y DL .9 IN, 8- IN- .5 20 0-9D+ 1W AZI 180 Yes Y DL .9 IN-, -1 21 0.9D+ 1W AZI 210 Yes Y DL .9 IN .8- W. _.5 22 0.9D+ 1W AZI 240 Yes Y DL .9 )N.. -.5 W.. .8... 23 0.9D + 1W AZI 270 Yes Y DL .9 IN -1 24 0.9D+ 1W AZI 300 Yes Y DL ,9 'W- .5 IN. -8. - 25 0.9D+ 1W AZI 330 Yes Y D W-.866 IN. _,5 26 12D + 1.ODi Yes Y DL 1.2 D. 1 27 1.2D+1.ODi+ 1.OWi... Yes Y DL 1.2 Q- 1 0.- 1 28 1.2D+1.0Di+1.0Wi... Yes Y DL 1.2 0- 1 0-- .866 O..1 .5 29 1.2D+1.ODi+ 1.OWi... Yes Y DL 1.2 10.. 1 0... -5 O 1866 30 1.2D+1.ODi+ 1.OWi... Yes Y DL 1.2 0.- 1 0- 1 31 1.2D+1.ODi+ 1.OWi... Yes Y D 1.2 'D- 1 Cl- -.5 0 .866 32 1.2D+1.ODi+1.0Wi... Yes Y DL 1.2 D. 1 1�.. -8... 0 5 33 1.2D+1.ODi+1.OWi... yes Y DL 1.2 0.. 1 O.. -1 34 1.2D+1.ODi+ 1.oWi... Yes Y DL 1.2 0. 1 0- -8...40 � 35 1.2D+1.ODi+1.OWi Yes Y DL 1.2 '0. 1 0 --5 RISA-3D Version 13.0.0 [C:\...\user\Desktop\Infinigy\SE03XC229\SE03XC229 Antenna Frame.RM Page 2 J '� I V N F I N I G Y Company Infinigy Engineering PLLC Sept 19,2019 Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: DVA the solutions are endless Model Name SE03XC229 Antenna Frame Load Combinations (Continued) Descriotion Fa 13 Fa R Fa R Fn R Fq R Fi R Fi 36 1.2D+1.ODi+1.OWi... Yes Y CI 12 '0.. 1 10.. -1 37 1.2D+1.ODi+1.OWi... Yes Y DL 1.2 CO. 1 0 5 D.. -.8... 38 1.2D+1.ODi+1.OWi... Yes Y DL 1.2 l0.- 1 '0_ .866�0.. 39 (1.2+0.2Sds)+1.0 E A.. Yes Y D 1.3.. IE . 1 40 (1.2+0.2Sds)+1.0 E A. Yes Y D 1.3.. IE....866 E... .5 41 (1.2+0.2Sds)+1.0 E A.. Yes Y DL 1.3.. E_ 5 E....866 42 (1.2+0.2Sds)+1.0 E A. Yes Y DL 1.3.. E-1 1 43 (1.2+0.2Sds)+1.0 E A., Yes Y DL 1,3.. E... -.5 F....866 44 (1.2+0.2Sds)+1.0 E A.. Yes Y DL 1.3.. E...-.8...E... .5 45 (1.2+0.2Sds)+1.0 E A., Yes Y DL 1.3.. E... -1 46 (1.2+0.2Sds)+1.0 E A.. Yes Y DL 1.3- E...-.8_.E... -_5 47 (1.2+0.2Sds)+1.0 EA., Yes Y DL 1.3- E... _.5 IE.. -.8 48 (1.2+0.2Sds)+1.0 E A.. Yes Y DL 1.3.. E._ -1 49 (1.2+0.2Sds)+1.0 E A- Yes Y CIL 1.3. E . .5 IE -.8 50 (1.2+0.2Sds)+1.0 E A.. Yes Y DL 1.3- E.-. 866 IE.. -.5 51 (0.9-0.2Sds)+1.0E A... Yes Y DL.745 E_. 1 52 (0.9-0.2Sds)+1.0E A... Yes Y D .745 E....866 IE.- ,5 53 (0.9-0.2Sds)+1.0E A... Yes Y D 745 E... ,5 E....866 54 (0.9-0.2Sds)+1.0E A... Yes Y DL.745 E... 1 55 (0.9-0.2Sds)+1.0E A... Yes Y D 745 E. 5 IE....866 56 (0.9-0.2Sds)+1.0E A... Yes Y DI .745 E...-.8...E- .5 57 (0.9-0.2Sds)+1.0E A... Yes Y CIL 745 E.- -1 58 (0.9-0.2Sds)+1.0E A... Yes Y D .745 E_.-.8...IE_. 5 59 (0.9-0.2Sds)+1.0E A... Yes Y D L 745 E... .5 E...-8. 60 (0.9-0.2Sds)+1.0E A... Yes Y D .745 E... _1 61 (0.9-0.2Sds)+1.0E E A... Yes Y D 45 E.7 . -5- E-,-8- 62 (0.9-0.2Sds)+1.0E A... Yes Y D _745 E._.866 E._ -.5 Envelope Joint Reactions Joint h LC Y f1bi LC Z flbl LC MX flb-ftlt-t 9fli-ffl LC 1 N1 max 1 25.405 191 13316 2 222,798 14 0 1 0 1 0 1 2 min -37.048 13 -89.741 20 -225.638 8 0 1 0 1 0 1 3 N3 max 52.342 6 619.305 2 927,829 14 0 1 0 1 0 1 4 min -51.193 24 -497.313 20 -970.847 8 0 1 0 1 0 1 5 N5 max 61.495 2 178.256 2 290.622 14 0 1 0 1 0 1 6 min -52.099 20 -138.59 20 -298.651 8 0 1 0 1 0 1 7 N21 max 454,826 5 699,107 61 82 398 2 0 1 0 1 0 1 8 irnin -395.213 23 -300.953 24 -71.593 20 0 1 0 1 0 1 9 N23 max 157.573 17 1926,411 8 95.739 2 0 1 0 1 0 1 10 min -181.665 11 -524.425 14 -40.518 20 0 1 0 1 0 1 11 N25 max 399.56 17 885.101 10 59.813 2 1 0 1 1 0 1 0 1 12 rnin -429.806 11 -328.781 16 -38.071 20 0 1 0 1 0 1 13 N72 max 77.087 191 182,077 2 141411 14 0 1 0 1 0 1 14 min -105.165 13 -105.641 20 -142.023 8 0 1 0 1 0 1 15 N73 max 106.521 17 767.076 2 628.813 14 0 1 0 1 0 1 16 rnin -109+641 11 -588+966 20 -661,622 8 0 1 0 1 0 1 17 N74 max 118.439 3 234.027 2 185.107 14 0 1 0 1 0 1 E192 rnin -90.678 21 -15 ,333 20 -188. 3 8 0 1 0 1 0 1 Totals max 1262.015 5 2410.577 33 2623.645 2 min -1262.015 1231 1024.895 1511 -2623.644 20 RISA-3D Version 13.0.0 [C:\...\user\Desktop\Infinigy\SE03XC229\SE03XC229 Antenna Frame.R3D] Page 3 a� N F I N I G Y Company Infinigy Engineering PLLC Sept 19,2019 Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: DVA the solutions are endless Model Name SE03XC229 Antenna Frame Envelope A/SC 14th(360-10): LRFD Steel Code Checks klixl h,,,r h e Code Check Locfinl LC Shear Check L Dirt i' hi'P . i' i hi"M E n 1 M24 LL2.5x2.5x3x0 .615 75.208 2 .034 47.5iv 2126224.248 58320 j3300.48 1593.4.. 2.. H1-1b 2 M20 LL2.5x2.5x3x0 .604 0 2 052 0 11 v8 31220.052 5832Q 3300.48 1593.4.. 2.. H1-1b 3 M19 LL2.5x2.5x3x0 .593 84 2 .042 84 8 31220.052 58320 3300.48 1593.4.. 2.. H1-1b 4 M28 PIPE 2.0 .480 41.625 8 .118 40.51 8112143.947 32130 1871.6.. 1871.6.. 3..H1-1b 5 M25 LL2.5x2.5x3x3 .385 59.813 14 .075 53.25 8 139234.937 58320 3954.3.. 1593.4..11..H1-1b 6 M14 L2.5x2.5x3 .324 75.208 2 -022 95 1z 2 5239-761 29192.4 872.574 1640.0.. 1.. H2-1 7 M11 L2.5x2.5x3 .231 75,208 2 .017 95 IV 12 15239 761 '29192.4 872.574 1641.7.. 1.. H2-1 8 M22 L2.5x2.5x3 219 59.813 8 .057 60.5 $ 10856.025 29192.4 872.574 1766.9.. 1-.1 H2-1 9 M29 PIPE 2-0 -216 40-5 8 084 40-51 181121143.947- 32130 1871.6.. 1871.6..4.. H1-1b 10 M15 L2.5x2.5x3 .172 52.248 5 006 102...1z 1814513.048 29192.4 872.574 1395.1.. 1.. H2-1 11 M21 L2.5x2.5x3 .159 0 6 .052 0 jv 15110856.025 29192.4 872.574 1778.0.. 1..1 H2-1 12 M18 L2.5x2.5x3 156 52.248 11 .008 0 8 4513-048 29192.4 872.574 1395.1-.11-. H2-1 13 M16 LL2.5x2.5x3x0 .130 60.375 8 032 0 1 z 18 131220.052 58320 3300.48 1593.4.. 2.. H1-1b 14 M17 LL2-5x2.5x3x0 .127 23.625 8 .036 0 1 Z 18131220.052 58320 3300.48 1593.4..2.. H1-1b 15 M7 L2.5x2.5x3 .126 47.023 2 .005 96.0•. z 2 5126,162 29192.4 872.574 1430.5.. 1.. H2-1 16 M40 PIPE 2.0 .105 39 2 .055 39 1 1.8126521.424 32130 1871.6.. 1871.6.. 2.. H1-1b 17 M27 PIPE 3.0 .101 405 8 .023 40.51 18142263.948 65205 5748.75'5748.75 4.. H1-1b 18 M5 L2.5x2.5x3 .098 47.023 2 .003 96.0-1y 1215126.162 29192.4 872.574 1430.5.. 1-.1 H2-1 19 M10 L2.5x2.5x3 .097 42 2 .005 84 1 z 12 16701.934 29192.4 872.57a 1501.3.. 1.. H2-1 20 M9 L2.5x2.5x3 .096 42 2 .005 84 1 z 12 16701.934 29192.4 872.574 1501.3.. 1.. H2-1 21 M13 L2.5x2.5x3 .091 84 10 .006 0 1 18 6701.934 29192.4 872.574 1762.4.. 2.. H2-1 22 M4 L2.5x2.5x3 .089 0 8 .006 0 z 8 6701.934 29192.4 872.574 1802.8.. 2.. H2-1 23 M26 PIPE 2-0 .088 41.625 8 .048 40.5 8 12143.947 32130 1871.6.. 1871.6..4.. H1-1b 24 M12 L2 5x2.5x3 .085 0 6 .006 84 1 v 1816701-934 29192.4 872.574 1758.4- 2.. H2-1 25 M3 L2.5x2.5x3 .077 84 8 .006 84 1 z 8 6701,934 29192.4 872.574 1793.1.12.1 H2-1 26 M8 L2.5x2.5x3 .066 48.624 34 -004 0 2 5000A07 29192.4 872.574 1423.7.. l..I H2-1 27 M6 L2.5x2.5x3 .066 48.624 30 .004 0 w2 5000,407:29192.4 872.574 1423.7.. 1-.1 H2-1 28 M1 L2.5x2.5x3 .066 0 2 .008 0 w 8 6701.934 29192.4 872.574 1893.6.. 2-- H2-1 29 M2 L2.5x2.5x3 .062 84 2 .007 0 w 2 6701.934:29192.4 872.574 1884.5.. 2..1 H2-1 30 M23 LL2.5x2.5x3x6 .052 148.0231 2 1 .002 0 IV 12125679.904 58320 4643.0.. 2549.5.. 1 H1-1b RISA-31D Version 13.0.0 [C:\...\user\Desktop\Infinigy\SE03XC229\SE03XC229 Antenna Frame.RM] Page 4 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless SCREWS CALCULATIONS ANTENNA FRAME TO WOOD SLEEPER Site Number: SE03XC229 Date: 9/19/2019 Input Information: Screews # Screews, N Screew Diameter,d 0.625 in Applied Axial Load/ Pull-Out Load, Py 0.565 kips Applied Shear,Vx 0.662 kips Applied Shear,Vz 0.004 kips Maximum Tensile Load (per screw) 0.565 kips Maximum Shear Stress (per screw) 0.662 kips Nominal Withdrawal Capacity(per screw), (DR„, 2.391 kips Nominal Shear Capacity(per screw), 4)R,,,, 1.294 kips Interaction Check: T/DT„ 0.236 V I(DVn 0. 11 AWC Combined 0.63 Capacity 63.5% The Screws are Adequate for Loading 19.09.2019 l Conne ion C or Design Methd ice Factor Design (LRFD) Connection Type Lateral loading Fastener Type Lag Screw Loading Scenario Single Shear Main Member Type Douglas Fir--Larch Main Member Thickness 7.5 in, 1blain Member:Angle of Load to Grain J Member Typell Steel Side Member Thickness 1/4 in. Side Member:Angle o Load to Grain 0 Washer Thickness 1/8 in. VII Nominal Diameter 5/8 in. Lengthf 6 in. VI Time Effcct Factor = 0.8 VI Wet Service Factor C_M = 1,0 • I End Grain Factor FLTeg = 1.0 Temperature FactorIl C_t= 1,0 Connection Yield Modes Im 59461bs. Is I4426lbs II 2703 lbs. IIIm 31331bs. IIls 1294lbs. IV 111505 tbs. Adjusted LRFD Capacity 1294 lbs. • Lag Screw bending yield strength of 45000 psi is assumed. The Adjusted LRFD Capacity is only applicable for lag screws with adequate end distance,edge distance and spacing per NDS chapter 11. ASTM A36 Steel is assumed for steel side members 1/4 in.thick,and ASTM A653 Grade 33 Steel is assumed for steel side members less than 1/4 in.thick. While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator.Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by.American Wood Council. // or / or / onne ion .160106/ e. de i n me od R onne ion a er o din ener e S 1/1 f 1 19'09.2019 Conne ion C or Design Method Load&Resistance Factor Design(LRFD)_ • Connection'Iype Withdrawal-loading Fastener Type Lag Screw Loading Scenario N/A ♦� Main Member Typell Douglas Fir-Larch Main Member Thickness 7.5 in. Side Member Type Steel Side Member Thickness 1 1/4 in. • 11'asher Thickness I 1/8 in. ♦J Nominal Diameter Ill_S/8 in. Length 1,6 in._ ♦11 Time Effect Factor I= o.8 • Wet Service Factor C_M = 1.0 V End Grain Factor I C_eg = 1.0 Temperature Factor C_t= 1.0 ♦� Adjusted LRFD Capacity 2391 lbs. • The Adjusted LRFD Capacity only applies to withdrawal of the fastener from the main member.It does Doi address head pull-through capacity of the fastener in the side member. While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator.Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. // or / or / onne ion .160106/ e. de i n me od R onne ion a Wi dr o din ener a 1/1 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless SCREWS CALCULATIONS WOOD SLEEPER TO ROOF BLOCKING Site Number: SE03XC229 Date: 9/19/2019 Input Information: Screews # Screews, N 2 Screew Diameter,d 0.625 in Applied Axial Load/ Pull-Out Load, Py 0.565 kips Applied Shear,Vx 0.662 kips Applied Shear,Vz 0.004 kips Maximum Tensile Load (per screw) 0.282 kips Maximum Shear Stress(per screw) 0.331 kips Nominal Withdrawal Capacity (per screw), (DR„t 3.068 kips Nominal Shear Capacity(per screw), (DR,,,, 1.098 kips Interaction Check: T/OT 0.092 V/a)Vn 0.301 AWC Combined 0.366 Capacity 36.6% The Screws are Adequate for Loading 19.09.2019 1 Conne ion C or Design Method i Load&Resistance Factor Design(LRFO) Connection Type[lateral loading Fastener Typc 11 Lag Screw Loading Sce..;7i.11 Single Shear T Main Member Type 1,Douglas Fir-LarchVII Main Member Thickness 9.5 in. TI Main Member:Angle o i0 Load to Grain Side Member Typeil Douglas Fir-Larch ♦� -- Side Member Thickne --Other(in inches)ss 11117.5 Side Member:Angle o Load to Grain 10 Washer Thickncss 1/8 in. Nominal Diameter 5/8 in. Length 12 in. Time Effect FactorIl I= 0.8 Wet Service Factor C_M = 1.0 End Grain Factor C_eg = 1.0 Temperature Factor C_It= 1.0 Connection Yield Modes Im 4522lbs. Is 8546lbs. II 3248 lbs. IIIm 198977 IIIs 36171bs. IV 1098 tbs. Adjusted LRFD Capacity 1098 lbs. Lag Screw bending yield strength of 45000 psi is assumed. • The Adjusted LRFD Capacity is only applicable for lag screws with adequate end distance,edge distance and spacing per NDS chapter 11. While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator.Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. // or / or / onne ion .160106/ e. de i n me od R onne ion a er o din ener e S 1/1 K 19.09.2019 Conne ion C or Design Method Load&Resistance Factor Design(LRFD) Connection Type I Withdrawal loading_ Fastener Type I Lag Screw ♦ II Loading Scenario N/A Main Member Typeil Douglas Fir-Larch Main Member Thickness 1 9.5 in. Side Member Type Douglas Fir-Larch Side Member Thickness --Other(in inches)-- 7.5 Washer Thickness 1/8 in. ♦ Ji Nominal Diameter 15/8 in. Length 12 in. ♦� Time Effect Factor = 0.8 Wet Service Factor _M = 1.0 t] End Grain Factor C_e� g = 1.0 V Temperature Factor I C t= 1.0 Adjusted LRFD Capacity 3068 lbs. • The Adjusted LRFD Capacity only applies to withdrawal of the fastener from the main member.It does not address head pull-through capacity of the fastener in the side member. While every effort has been made to insure the accuracy of the information presented,and special effort has been made to assure that the information reflects the state-of-the-art, neither the American Wood Council nor its members assume any responsibility for any particular design prepared from this on-line Connection Calculator.Those using this on-line Connection Calculator assume all liability from its use. The Connection Calculator was designed and created by Cameron Knudson,Michael Dodson and David Pollock at Washington State University. Support for development of the Connection Calculator was provided by American Wood Council. // or / or / onne ion .160106/ e. de i n me od R onne ion e Wi dr o din ener a 1/1 i z x Envelope Only Solution Infinigy Engineering, PLLC Roof Model DVA SE03XC229 Roof Check Sept 19, 2019 at 12:49 PM 499-035 SE03XC229 Roof.r3d z x , s1e a 1 M10s A�A'96 s,y M'M�pJ pP Ress° J 11I1Iis 14 A � '• 3,t.,,Msi a R, Artz�s B ASS A'siy ' , a ,� R'�R''a 1o3101 9'0 'tMS,'"B RyjB'� 1 Roy R'Sa Mso R R,iy a A, Ba 91 95 B S 79 al 7 R, V, C M,7y 2 R/Q RSp d75 RI 'B '�7, � ,(� 7 71 's .67 ' 55 4y Ml9/Ja S 47,J Rg'ae 39 43 a M' p A'� 3s M� 3, l M,Rry9 27 R� � 23 tis la MJ a M, 7 to S 3 2 Envelope Only Solution Infinigy Engineering, PLLC Wire Frame Model DVA SE03XC229 Roof Check Sept 19, 2019 at 12:52 PM 499-035 SE03XC229 RoofAd I I z x -50lb/R •501bm -SOW ,I su -sawn s0mm 0 1 y sawn -50n 1 501b/R -SOtivit 501bIR .5011bin ! •661Dm somm -sawn -50mr1 •500 115w '4 SOOHII - � `I• 5 I -50 I 11 � • , '' I I i, 0 I II I . Loads:BLC 1,Dead Load Envelope Only Solulion Infinigy Engineering, PLLC Dead Load DVA SE03XC229 Roof Check Sept 19, 2019 at 12:53 PM 499-035 SE03XC229 Roof.r3d z x Bolan solaTl xolwn stluxn -88pn71 ,��T 1-601b/ft '0 1 MVII } I S0lb/ft 601WIt1 T I BtlpuM I -6tl j EOlblft fi0ih 11 60WfIi .solNn 4 ! -WIM T -so ! I, •l I, l l l i.i,'1 a I I I I I I, Loads-BLC 2,Snow Load Envelope Only Solution Infinigy Engineering, PLLC Snow Load DVA SE03XC229 Roof Check Sept 19, 2019 at 12:53 PM 499-035 SE03XC229 Roof.r3d i z x rBlan ranurl ratan 441wil 4llb4t 4e8vn -lBBllb/n 18mol bM f 1 Blbdl rBBvn ! rBllun ; l� ' T .4aBr!! return .� , -4616/n 481bMt I ' r08>r r81 -48" II t i r8 Ijill� i i 4 I I I1, II Loads:BLC 3,Live Load Envelope Only Solution Infinigy Engineering, PLLC Roof Live Load DVA SE03XC229 Roof Check Sept 19, 2019 at 12:53 PM 499-035 SE03XC229 Roof.r3d 0 I Z X M91t, -2a51b i -aa99b -�Ub '65a G -19 1tn -at Loads:BLC 4,Equipment Load Envelope Only Solution Infinigy Engineering, PLLC Equipment Load DVA SE03XC229 Roof Check Sept 19, 2019 at 12:54 PM 499-035 SE03XC229 Roof.r3d c.a.cnKk Il Ho am >ro AMA z x m" 40,76 o,,50 t eR a; • �a tiz 's M � o� Member Code Checks Displayed(Enveloped) Envelope Only Soludon Infinigy Engineering, PLLC Unity Check DVA SE03XC229 Roof Check Sept 19, 2019 at 12:55 PM 499-035 SE03XC229 RoofAd �f N F I N I GY Company Infinigy Engineering, PLLC Sept 19,2019 Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: the solutions are endless Model Name SE03XC229 Roof Check Member Primary Data Lal)-',j I jointin K Joint R tion/Shaoe Twe Desian List Material n Rules 1 M1 N142 N2 RIGID None None RIGID Typical 2 M2 N143 N4 RIGID None None RIGID T ical 3 M3 N4 N3 RIGID None None RIGID Typical 4 M4 N144 N6 RIGID None None RIGID Tvnical 5 M5 N6 N5 RIGID None None RIGID Typical 6 M6 N145 N9 RIGID None None RIGID T ical 7 M7 N9 N8 RIGID None None RIGID T nical 8 M8 N8 N7 RIGID None None RIGID Tynical 9 M9 N13 N12 RIGID None None RIGID T nical 10 M10 N12 N11 RIGID None None RIGID Tvnical 11 M11 N11 N10 RIGID None None RIGID Typical 12 M12 N17 N16 RIGID None None RIGID Tvnical 13 M13 N16 N15 RIGID None None RIGID Typical 14 M14 N15 N14 RIGID None None RIGID Typical 15 M15 N21 N2.0 RIGID None None RIGID Tvpical 16 M16 N20 N19 RIGID None None RIGID Tvnical 17 M17 N19 N18 RIGID None None RIGID Typical 18 M18 N26 N25 RIGID None None RIGID Tvnical 19 M19 N25 N24 RIGID None None RIGID Typical 20 M20 N24 N23 RIGID None None RIGID Tvpical 21 M21 N30 N29 RIGID None None RIGID Tvnical 22 M22 N29 N28 RIGID None None RIGID Typical 23 M23 N28 N27 RIGID None None RIGID Tvoical 24 M24 N34 N33 RIGID None None RIGID Typical 25 M25 N33 N32 RIGID None None RIGID Tvoical 26 M26 N32 N31 RIGID None None RIGID Typical 27 M27 N38 N37 RIGID None None RIGID Tvnical 28 M28 N37 N36 RIGID None None RIGID Tvnical 29 M29 N36 N35 RIGID None None RIGID T oical 30 M30 N42 N41 RIGID None None RIGID Tvnical 31 M31 N41 N40 RIGID None None RIGID TVpical 32 M32 N40 N39 RIGID None None RIGID T ical 33 M33 N46 N45 RIGID None None RIGID Typical 34 M34 N45 N44 I RIGID None None RIGID Typical 35 M35 N44 N43 I RIGID None None RIGID TVpical 36 M36 N50 N49 RIGID None None RIGID TvDical 37 M37 N49 N48 RIGID None None RIGID Typical 38 M38 N48 N47 RIGID None None RIGID Tvnical 39 M39 N54 N53 RIGID None None RIGID T wical 40 M40 N53 N52 RIGID None None RIGID Tvnical 41 M41 N52 N51 RIGID None None RIGID Typical 42 M42 N58 N57 RIGID None None RIGID Tvnical 43 M43 N57 N56 RIGID None None RIGID Typical 44 M44 N56 N55 RIGID None None RIGID T ical 45 M45 N62 N61 RIGID None None RIGID Tvnical 46 M46 N61 N60 RIGID None None RIGID TVpical 47 M47 N60 N59 RIGID None None RIGID Tvpical 48 M48 N66 N65 RIGID None None RIGID Typical 49 M49 N65 N64 RIGID None None RIGID Twical 50 M50 N64 N63 RIGID None None RIGID T ical 51 M51 N70 N69 RIGID None None RIGID TvDical 52 M52 N69 N68 RIGID None None RIGID T ical 53 M53 N68 N67 RIGID None None RIGID T ical 54 M54 N74 N73 RIGID None None RIGID T ical 55 M55 N73 N72 RIGID None None RIGID T ical 56 M56 N72 N71 RIGID None None RIGID T picaI RISA-3D Version 13.0.0 [C:\Users\user\Desktop\Infinigy\SE03XC229\SE03XC229 Roof.r3d] Page 1 N F I N I G Y Company : Infinigy Engineering, PLLC Sept 19,2019 Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: the solutions are endless Model Name SE03XC229 Roof Check Member Primary Data (Continued) Joint e Tvne Desion I ist matterw n--strin 57 M57 N78 N77 RIGID None None RIGID Typical 58 M58 N77 N76 RIGID None None RIGID Typical 59 M59 N76 N75 RIGID None None RIGID T Dical 60 M60 N82 N81 RIGID None None RIGID Typical 61 M61 N81 N80 RIGID None None RIGID Typical 62 M62 N80 N79 RIGID None None RIGID Typical 63 M63 N86 N85 RIGID None None RIGID Typical 64 Mfi4 N85 N84 RIGID None None RIGID Typical 65 M65 N84 N83 RIGID None None RIGID Typical 66 M66 N90 N89 RIGID None None RIGID Typical 67 M67 N89 N88 RIGID None None RIGID Typical 68 M68 N88 N87 RIGID None None RIGID T ical 69 M69 N94 N93 RIGID None None RIGID Typical 70 M70 N93 N92 RIGID None None RIGID Typical 71 M71 N92 N91 RIGID None None RIGID Typical 72 M72 N98 N97 RIGID None None RIGID Typical 73 M73 N97 N96 RIGID None None RIGID Typical 74 M74 N96 N95 RIGID None None RIGID Typical 75 M75 N102 N 101 RIGID None None RIGID Typical 76 M76 N101 N100 RIGID None None RIGID Typical 77 M77 N100 N99 RIGID None None RIGID Typical 78 M78 N106 N105 RIGID None None RIGID Typical 79 M79 N105 N104 RIGID None None RIGID Typical 80 M80 N104 N103 RIGID None None RIGID Typical 81 M81 N110 N109 RIGID None None RIGID Typical 82 M82 N109 N108 RIGID None None RIGID Typical 83 M83 N108 N107 RIGID None None RIGID Tvoical 84 M84 N146 N113 RIGID None None RIGID Typical 85 M85 N113 N112 RIGID None None RIGID Typical 86 M86 N112 N111 RIGID None None RIGID Typical 87 M87 N147 N115 RIGID None None RIGID Typical 88 M88 N115 N114 RIGID None None RIGID Typical 89 M89 N148 N117 RIGID None None RIGID Typical 90 M90 N117 N116 RIGID None None RIGID Typical 91 M91 N149 N118 RIGID None None RIGID Typical 92 M92 N150 N17 RIGID None None RIGID Typical 93 M93 N119 N21 RIGID None None RIGID Tvoical 94 M94 N120 N26 RIGID None None RIGID Typical 95 M95 N121 N30 RIGID None None RIGID Typical 96 M96 N122 N34 RIGID None None RIGID Typical 97 M97 N123 N38 RIGID None None RIGID Typical 98 M98 N124 N42 RIGID None None RIGID Typical 99 M99 N125 N46 RIGID None None RIGID Typical 100 M100 N126 N50 RIGID None None RIGID Typical 101 M101 N127 N54 RIGID None None RIGID Typical 102 M102 N128 N58 RIGID None None RIGID Typical 103 M103 N129 N62 RIGID None None RIGID Typical 104 M104 N130 N6,6 RIGID None None RIGID Typical 105 M105 N131 N70 RIGID None None RIGID Typical 106 M106 N132 N74 RIGID None None RIGID Typical 107 M107 N133 N78 RIGID None None RIGID Typical '108 M108 N134 N82 RIGID None None RIGID Typical 109 M109 N135 N86 RIGID None None RIGID Typical 110 M110 N136 N90 RIGID None None RIGID Typical 111 1 M111 N137 N94 RIGID None None RIGID Typical 1121 M112 I N138 I N98 RIGID None None RIGID Typical 1131 M113 I N139 I N102 RIGID None None RIGID T ical RISA-31)Version 13.0.0 [C:\Users\user\Desktop\Infinigy\SE03XC229\SE03XC229 Roof.r3d] Page 2 N F I N I G Y Company : Infinigy Engineering, PLLC Sept 19,2019 Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: Iho solutions oro endless Model Name SE03XC229 Roof Check Member Primary Data (Continued) 1141 M114 N151 N106 RIGID None None RIGID T ical 115 M115 N119 N140 'erimeter Beam Beam Glulam South...24F-1.8E... T ical 116 M116 N119 N139 Derimeter Beam Beam Glulam South...24F-1.8E... Tyr)ical 117 M117 N139 N141 'erimeter Beam Beam Glulam South...24F-1.8E... iCal 118 M119 N141 N22 'erimeter Beam Beam Glulam South...24F-1.8E... __Typical 119 M120 N22 N1 Perimeter Beam Beam Glulam South...24F-1.8E... Tvoical 120 M121 N140 N1 Perimeter Beam Beam Glulam South...24F-1.8E... Typical 121 M122 N155 N152 Inner Beam 2 Beam lGlulam South...24F-1.8E... TVoiCaj 122 M123 N153 N156 Inner Beam 1 Beam jGlulann_South...24F-1.8E... Typical 123 M124 N154 N157 Perimeter Beam Beam Glulam—South...24F-1.8E... Typical 124 M125 N191 N185 Blocking Beam Rectanouarl DF Tynical 125 M126 N192 N186 Blocking Beam Rectan ular D Tvoical 126 M127 N193 N187 Blockina Beam Rectan ular DF Tynical 127 M128 N194 N188 Blocking Beam Rectanciular DF Tvoical 128 M129 N195 N189 Blockina Beam Rectanciular DF Tvnical 129 M130 N196 N190 Blocking Beam Rectangular DF Typical 130 M131 N203 N197 Blockino Beam Rectangular DF Typical 131 M132 N204 N198 Blocking Beam Rectanau arl DF T is 132 M133 N205 N199 Blockin Beam Rectangular DF T ica 133 M134 N206 N200 Blocking Beam Rectangular DF Typical 134 M135 N207 N201 Blockina Beam Rectangular DF Typical 135 M136 N208 N202 Blockin Beam Rectangular DF TvDical 136 M137 N221 N225 Blockinq Beam Rectangular DF TVDical 137 M138 N226 N222 Blocking Beam Rectangular DF TvDica 138 M139 N227 N224 Blocking Beam Rectangular DF Tvoical 139 M140 N233 N228 Blocking Beam Rectangular DF Typical 140 M141 N231 N229 Blockina Beam Rectangular DF Typical 141 M142 N232 N230 Blocking Beam Rectanaular DF Typical 142 M143 N171 N247 RIGID None None RIGID Typical 143 M144 N246 N170 RIGID None None RIGID TvDical 144 M145 N173 N249 RIGID None None RIGIDRTvDical 145 M146 N167 N243 RIGID None None RIGIDical146 M147 N168 N244 IGID None None RIGIDis I147 M148 N174 N250 RIGID None None RIGIDical148 M149 N172 N248 RIGID None None RIGIDical149 M150 N213 N260 RIGID None None RIGIDical 150 M151 N169 N245 RIGID None None RIGID T ical 151 M152 N161 N237 RIGID None None RIGID Typical 152 M153 N164 N240 RIGID None None RIGID Typical 153 M154 N158 N234 RIGID None None RIGID Tvnical 154 M155 N159 N 35 RIGID None None RIGID Typical 155 M156 N165 N241 RIGID None None RIGID Typical 156 M 57 N162 N238 RIGID None None RIGID TvDical 157 M158 N163 N239 RIGID None None RIGID T ical 158 M159 N166 N242 RIGID None None RIGID Typical 159 M160 N160 N236 RIGID None None RIGID T ical 160 M161 N182 N257 RIGID None None RIGID Tvioical 161 M162 N176 N251 RIGID None None RIGID Tvoical 162 M163 N179 N254 RIGID None None RIGID Tvpical 163 M164 N180 N255 RIGID None None RIGID Typical 164 M165 N183258 RIGID None None RIGID T oical 165 M166 N177 N252 RIGID None None RIGID Tvnical 166 M167 N178 N253 RIGID None None RIGID Typical 167 M168 N184 N2 9 RIGID None None RIGID T ica 168 M169 181 N256 RIGID None None RIGID Typical 169 M170 N217 N212 Blockina Beam Rectangular DF Typical_ 170 M171 N212 N214 Blocking Beam Rectanaular DF T ical RISA-3D Version 13.0.0 [C:\Users\user\Desktop\Infinigy\SE03XC229\SE03XC229 Roof.r3d] Page 3 N F I N I GY Company . Infinigy Engineering, PLLC Sept 19,2019 Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: the solutions are endless Model Name SE03XC229 Roof Check Member Primary Data (Continued) Label I Joint J Joint jo nt Rotat deo) rti I ane Tvne npqinn 1 it Mater I Desion Rules 1711 M172 N214 I N209 Blocking Beam pRectangiular DF T ical 172 M173 N218 N220 Blockin Beam DF T ical 173 M174 N220 N215 Blockin Beam DF T ical 174 M175 N215 N210 Blockin Beam DF T ical 175 M176 N219 N213 Blocking Beam DF Typical 176 M177 N213 N216 Blockina Beam I Rectan ular DF T ical 177 M178 N216 N211 Blockina Beam Rectan ular DF Typical 178 M179 N1 0 N 61 Blocking Beam Rectan ular DF Typical 179 M180 N222 N262 Blocking Beam Rectangular DF Typical 180 M181 N263 N196 Bliockina Beam Rectangular DF Typical 181 M182 N264 N226 Blocking Beam Rectan ular DF Typical 182 M183 N265 N192 Blockina Beam Rectangular DF Tvnical 183 M184 N225 N266 Blocking Beam Rectangular DF T ical 184 M186 N268 N195 Blockina Beam Rectangular DF Typical 185 M187 N189 N269 Blockina Beam Rectangular DF Typical 186 M188 N271 N221 Blockina Beam Rectangular DF Typical 187 M189 N254 N256 Sleepers Beam Rectangular DF Typical 188 M190 N253 N251 Sleepers Beam Rectan ular DF Tvpical 189 M191 N272 N203 Blocking Beam Rectangular DF Typical 190 M192 N273 N204 Blockinq Beam Rectangular DF Typiral 191 M193 N274 N205 Blocking Beam Rectangular DF Typical 192 M194 N275 N206 Blockina Beam Rectangular DF Typical 193 M195 N276 N207 Blocking Beam Rectan ular DF Tvoical 194 M196 N228 N277 Blockina Beam Rectangular DF Twice 195 M197 N278 N231 Blockina Beam Rectangular DF T ical 196 M1 8 N279 N232 —Blocking Beam Rectangular DF Tyl2ical 197 M199 N198 N280 Blocking Beam Rectangular DF Typical 198 M200 N246 N248 Sleepers Beam Rectangular DF Typical 199 M201 N243 N245 Sleepers Beam Rectangular DF Typical 200 M202 N237 N239 Sleepers Beam Rectan u arl DF Tvnical 201 M203 N234 N236 Sleepers Beam Rectan ular DF Typical 202 M204 N197 N282 Blocking Beam Rectan ular DF Typical 203 M205 N230 N283 Blocking Beam Rectangular DF Typical 204 M206 N200 N284 Blockina Beam Rectangular DF Typical 205 M207 N201 N285 Blockino Beam Rectan ular DF TvDical 206 M208 N202 N286 Blockino Beam Rectangular DF T ical 207 M209 N185 N290 Blockina Beam Rectangular DF Typical 208 M210 N186 N287 Blocking Beam Rectangular DF Typical 209 M211 N288 N194 Blockina Beam Rectangular DF Typical 210 M212 N224 N289 Blockino Beam Rectangular DF Tvpical 211 M213 N291 N217 Blocking Beam Rectangular DF T ical 212 M214 N292 N218 Blockina Beam Rectangular DF Tvpical 213 M215 N293 N219 Blocking Beam Rectangular DF Typical 214 M216 N209 N296 Blockino Beam Rectangular DF Typical 215 M217 N210 N294 Blockinq Beam Rectangular DF Typical 216 M218 N211 N295 Blockina Beam Rectangular DF Tvpical 217 M341 N251 N254 Frame Beam Beam I Rectanclular DF T ical 218 M342 N253 N256 (Frame Beam Beam Rectan ular I DF Tvpical 19 M343 N243 N246 (Frame Beam Beam Rectan ular DF Typical 220 M344 N244 N247 (Frame Beam Beam Rectangular DF Typical 221 M345 N245 N248 Frame Beam Beam Rectangular DF Typical 222 M346 N252 N255 (Frame Beam Beam Rectangular DF Typical 223 M347 N234 N237 (Frame Beam Beam Rectangular DF Tvpical 224 M348 N235 N238 Frame Beam Beam Rectanoularl DF Typical 225 M349 N236 N239 Frame Beam Beam Rectangular I DF I Typical 226 M350 N555 N271 Blockincl Beam Rectangular DF I Typical RISA-3D Version 13.0.0 [C:\Users\user\Desktop\Infinigy\SE03XC229\SE03XC229 Roof.r3d] Page 4 _ � i N FI N I GY Company : Infinigy Engineering, PLLC Sept 19,2019 (� Designer DVA FROM ZERO TO NFINIGY Job Number 499-035 Checked By: the solutions are endless Model Name SE03XC229 Roof Check Material Takeoff Material ize Piecesh in i t 1 General 2 RIGID 141 24768.6 0 3 Total General 141 24768.6 0 4 5 Wood 6 24F-1.8E DF Balanced 5X12 7 5620.3 5.8 7 24F-1.8E DF Balanced 5X13 1 1326.7 1.5 8 24F-1.8E DF Balanced 5X16 1 1477.7 2 9 DF 2-2X10 61 2883.7 1.6 10 DF 4X6 9 855 .3 11 DF 8X8 6 1 1008 1.1 12 Total Wood 85 13171.4 12.3 Basic Load Cases QLQ Description r X Gravitv Y Gravity 7 Gravityin Pin ri a A rfa. 1 Dead Load DL -1 115 2 Snow Load SL 113 3 Live Load RLL 113 4 E ui ment Load DL 27 Load Combinations 1 IBC 16-8 Yes DL 1 2 IBC 16-9 Yes DL 1 ILLI 1 L. 1 1 3 IBC 16-10 (a) Yes DL 1 R... 1 4 IBC 16-10 b) Yes DL 1 SL 1 S.- 1 5 IBC 16-10 c Yes DL 1 6 IBC 16-11 al I Yes IDI 1 LL .75 L.- .75 R-_75 7 IBC 16-11 bl I Yes I - IDLI 1 ILL .75 L... .75 SL .75 s 75 Envelope Joint Reactions Joint X b I Y III)l L . Z 111DI LC MX Y MZ Ih-f L 1 N154 max -249,164 1 1 5694.353 4 -80.988 1 0 1 73-264 4 0 1 2 min -439.234 4 3141.103 1 -142,972 4 0 1 41.325 1 0 1 3 N119 max -338.089 1 4631.948 4 -202,226 1 0 1 47.118 4 0 1 4 min -599.701 4 2661.22 -386,384 4 0 1 31413 1 0 1 5 N152 max 312.852 4 5161,526 4 -463,188 1 0 1 -109.232 1 0 1 6 min 176.718 1 2866.704 1 -814.124 4 0 1 -192.427 4 0 1 7 N153 max 578.375 4 5776.814 4 -29.28 1 0 1 294.935 4 0 1 8 min 328,902 1 3064.778 1 -50 442 4 0 1 169.895 1 0 1 9 N1 max -2.922 1 959.299 4 -50.537 1 0 1 2.203 4 0 1 10 min -5.178 4 519.473 1 -90.171 4 0 1 1.238 1 0 1 11 N139 max .873 4 3911.463 4 .006 4 0 1 -.881 1 0 1 12 min 424 1 1910,697 1 .003 1 0 1 -1.814 4 0 1 13 N156 max 2.22 4 5953.906 4 -130.35 1 0 1 -.154 1 0 1 14 min 1.052 1 3260.634 1 -337,763 4 0 1 -.538 4 0 1 15 N155 max 107 4 4214.679 4 -38.617 1 0 1 -A94 1 0 1 16 min .038 1 2222.452 1 -94.53 4 0 1 -1.23 4 0 1 17 N22 max 004 4 913.643 14 _002 4 0 1 -.002 1 0 1 18 min 002 1 472.156 1 0 1 0 1 -006 4 0 1 19 N59 max 0 1 5359.595 14 1 0 1 4 0 1 0 1 1 0 1 RISA-3D Version 13.0.0 [C:\Users\user\Desktop\Infinigy\SE03XC229\SE03XC229 Roof.r3d] Page 5 N FI N I GY Company : Infinigy Engineering, PLLC Sept 19,2019 Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: ma:oluuon.are endless Model Name SE03XC229 Roof Check Envelope Joint Reactions (Continued) r "Ib h-, 20 minI 0 4 1 2558.157 1 0 1 0 1 0 4 0 1 21 N60 max 0 1 9807.098 4 0 4 0 1 0 1 0 1 22 min 0 4 46%622 1 0 1 0 1 0 4 0 1 23 N61 max 0 1 9569.425 4 0 1 0 1 0 1 0 1 24 min 0 4 4480.49 1 0 4 0 1 0 4 0 1 25 N62 max 0 1 11045,082 4 .024 4 0 1 0 1 0 1 26 min 0 4 5143.707 1 .014 1 0 1 0 4 0 1 27 N129 max 0 1 6096.158 4 .032 4 0 1 0 1 0 1 28 min 0 4 2894.654 1 .018 1 0 1 0 4 0 1 29 N157 max 12.279 4 5984.99 4 -33.315 1 0 1 8.904 4 0 1 30 min 5.657 1 3348.093 1 -86.301 4 0 1 4.221 1 0 1 31 N18 max -44.982 1 9582.456 4 664.539 4 0 1 31.954 4 0 1 32 min -76.664 4 5077,784 1 375.664 1 0 1 22.785 1 0 1 33 N19 max -78 412 1 12432.893 4 299.515 4 0 1 42.726 4 0 1 34 min -134.526 4 6404.639 1 172.685 1 0 1 30.449 1 0 1 35 N20 max -35.867 1 6321,332 4 -5.394 1 0 1 36.109 4 0 1 36 min -60.492 4 2740,409 1 -9.411 4 0 1 25.555 1 0 1 37 N211 max -147.812 1 5247.703 4 -415,604 1 0 1 .30779 4 n 1 38 min -261.415 4 2514.77 1 -723.458 4 0 1 2.2.159 1 0 1 39 N39 max 110.79 4 5674.938 4 .003 4 0 1 364,393 4 0 1 40 rnin 63,258 1 2716 347 1 .002 1 0 1 205.46 1 0 1 41 N40 max 147.72 4 10480.005 4 009 4 0 1 -485,857 4 0 1 42 min 84,344 1 4948,463 1 .005 1 0 1 273,946 1 0 1 43 N41 max 120,638 4 9965.234 4 0 4 0 1 396.784 4 0 1 44 min 68.881 1 4678,625 1 0 1 0 1 223,723 1 0 1 45 N42 max 153.511 4 11709.025 4 336.639 4 0 1 364.393 4 0 1 46 min 87.626 1 5674.361 1 194.615 1 0 1 205.46 1 0 1 47 N79 max 0 1 5654.589 4 0 1 0 1 0 4 0 1 48 min 0 4 2701:997 1 0 4 0 1 0 1 0 1 49 N80 max 0 1 10438,406 4 .005 4 0 1 0 4 0 1 50 imin. 0 4 4919,604 1 .002 1 0 1 0 1 0 1 51 N81 max 0 1 9945.69 4 009 4 0 1 0 4 0 1 52 min 0 4 4666.66 1 .003 1 0 1 0 1 0 1 53 N82 max 0 1 11338.542 4 001 4 0 1 0 4 0 1 54 min 0 4 5285,917 1 0 1 0 1 0 1 0 1 55 N99 max 2.109 4 8702,365 4 0 4 0 1 -2.233 1 0 1 56 min 1.043 1 4193.759 1 0 1 0 1 -4.548 4 0 1 57 N100 max -5 887 4 12245,142 4 88.806 4 0 1 -2.977 1 0 1 58 min -7.497 1 6101,311 1 35.085 1 0 1 -6.063 4 0 1 59 N101 max -2.561 1 7638.045 4 340,111 4 0 1 -2.403 1 0 1 60 min -13.675 4 4076.14 1 133.11 1 0 1 -4.878 4 0 1 61 N 102 max 1.969 4 4351,179 4 89.654 4 0 1 -2.409 1 0 1 62 min 1.842 1 1708,667 1 34,078 1 0 1 -4,963 4 Q 1 63 N 124 max 153.332 4 7052,392 4 91 R 2 4 0 1 364,393 4 0 1 64 min 87.524 1 3669.718 1 504.216 1 0 1 205.46 1 0 1 65 N134 max 0 1 6388.077 4 0 4 0 1 0 4 0 1 66 rnin 0 4 3035.407 1 0 1 0 1 0 1 0 1 67 Totals max .009 4 240247.993 14 1 0 4 68 Irnin, .005 1 1 1 118269.534 1 0 1 Envelope Wood Code Checks Membef sI z 1 M124 5X12 .842 338... 4 .486 1160.296 4 1.785 1.265 2.375 1.578 .305 3.9-3 2 M116 5X12 .688 2401 4 1 .311 1 240 jyj 4 11.78511.2651 2.42 1.609 .305 3.9-3 3 M122 5X16 .674 1385...1 4 1 .485 11231.4071 v 1 4 11,78511 26512 253 1.497 .305 3.9-3 RISA-3D Version 13.0.0 [C:\Users\user\Desktop\Infinigy\SE03XC229\SE03XC229 Roof.r3d] Page 6 i N F I N I G Y Company : Infinigy Engineering,PLLC Sept 19,2019 Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: the solutions are endless Model Name SE03XC229 Roof Check Envelope Wood Code Checks (Continued) Member Shape Code Check Lor.i I C Shear 'i 4 M123 5X13 .639 663...1 4 1 434 1326.696 v 4 11,78511.265 2.325 1.545 .305 3.9-3 5 M120 5X12 .574 1287 4 .624 1287 v 4 1.785 1.265 2,302 1.53 .305 3.9-3 6 M346 4X6 .503 47.5 4 .364 95 v 4 .63 1.009 1.488 1.57 .207 3.9-3 7 M129 2-2X10 .455 37 4 .158 37 z 4 1.025 .854 1.264 1.518 .207 3.9-1 8 M131 2-2X10 .378 32.5 4 .171 48 4 1015 .854 1.263 1.518 .207 3.9-3 9 M190 8X8 .367 84 4 .271 0 v 4 .689 .949 1.38 1.021 .196 3.9-3 10 M125 2-2X10 .359 38.5 4 1 .225 48 1 v 4 1028 .854 1.264 1.518 .207 3.9-3 11 M135 2-2X10 .292 24 4 .116 0 4 .984 .854 1.262 1.518 _207 3.9-3 12 M126 2-2X10 .282 39 4 .159 39 z 4 1.029 .854 1.264 1.518 .207 3.9-3 13 M202 8X8 .277 84 4 .099 168 4 .689 .949 1.38 1.021 .196 3.9-3 14 M136 2-2X10 .256 16 4 .102 0 z 4 1.014 .854 1.263 1.518 .207 3.9-1 15 M349 4X6 .253 47.5 4 A25 47.5 v 4 .63 1.009 1.488 1.57 207 3.9-1 16 M128 2-2X10 .240 37.5 4 .109 48 v 4 1,026 .854 1.264 1.518 .207 3.9-1 17 M138 2-2X10 .237 375 4 118 38 1 v 4 .883 .854 1.261 1.518 .207 3.9-1 18 M341 4X6 .235 95 4 326 47.5 V 4 .63 1.009 1 A88 1.57 .207 3.9-3 19 M343 4X6 .224 47.5 4 .111 47.5 v 4 .63 1.009 1.488 1.57 .207 3.9-1 20 M132 2-2X10 .219 40.5 4 _187 40.5 z 4 1.03 .854 1.264 1,518 .207 3.9-3 21 M345 4X6 .218 55.4.. 4 A 16 56.406 v 4 .63 1.009 1.488 1.57 .207 3.9-1 22 M342 4X6 .202 0 4 .156 95 4 .63 1.009 1,488 1.57 .207 3.9-3 23 M189 8X8 .187 84 4 .562 0 Iv 4 .689 .949 1.38 1.021 .196 3.9-3 24 M179 2-2X10 .176 13.5 1 090 0 1 .801 .668 .989 1.188 .162 3.9-1 25 M203 8X8 .173 84 4 .140 0 4 .689 949 1.38 1,021 .196 .9-3 26 M344 I 4X6 .166 47.5 4 .092 47.5 4 .63 1.009 1.488 157 .207 3.9-1 27 M347 4X6 165 25 4 .143 95 4 .63 1.009 1,488 1.57 .207 3.9-3 28 M170 2-2X 0 161 9 4 .089 1 48 v 4 1 029 .854 1.264 1,518 .20 29 M 115 5X12 .158 135... 4 .614 515.382 z 4 1,785 1,265 2.445 1.625 .265 .9-3 30 M117 5X12 .157 135... 4 _721 515.382 z 4 1.785 1165 2A45 1.625 .265 3.9-3 31 M175 2-2X10 .115 8 1 .219 0 v 1 .807 668 _989 1.188 .162 3.9-1 32 M348 4X6 2 0 4 4 0 v 4 .63 1.009 1.488. 1.57 .207 3.9-1 33 M 188 2-2X10 109 33 4 .041 33.5 z 4 .926 .854 1.261 1.518 .207 3.9-3 34 M 72 2-2X10 .076 8 1 .093 0 1 .807 .668 .989 1.188 .162 3.9-3 35 M141 2-2X10 .074 3.5 4 _109 0 4 1.014 .854 1.265 1.518 .207 3.9-1 36 M119 5X12 .070 4 .145 90 4 1.496 1.265 2.742 1.834 .305 3.9-3 37 M 133 2-2X 10 .066 11.5 4 .071 11.5 4 1,023 .854 1.264 1.518 .207 3.9-1 38 M121 5X12 .066 0 4 .139 90 _y__L 1.496 1.265 2.742 1.834 .305 3.9-3 39 M178 2-2X10 .063 8 1 080 0 1 .807 .668 .989 11.188 .162 3.9-3 40 M140 2-2X1 .060 16 4 .036 0 Iv 1 935 .854 1.261 1.518 .207 3.9-1 41 M 174 2-2X 10 .055 8,5 4 .110 0 Iv 4 1.029 .854 1.264 1.518 .207 3.9-3 42 M17 2-2X10 048 8.5 4 102 0 v 4 11.0291 .854 1.264 1518 .207 3.9-3 43 M 134 2-2X 10 041 4.5 1 .094 0 1 .685 .668 .987 1.188 .162 3.9-1 44 M176 2-2X1 9 4 050 9 -L 1,029 .854 1.264 1.518 .207 -1 45 M173 2-2X10 .028 9 1 .047 0 1 .806 _668 .989 1.188 .162 3-9-3 46 M142 2-2X10 27 12 4 .041 12 v 4 1,023 .854 1.264 1.518 ,207 3.9-3 47 M200 8X8 .022 84 4 .088 84 1 v 4 .689 .949 1.38 1.021 .196 3.9-3 48 M201 I 8X8 .020 168 1 .078 0 v 1 4 62 1 .743 1.08 .799 .153 3.9-3 49 M199 2-2X10 .013 24 4 .077 0 yl 4 1 .764 1 .854 1.259 1.518 .207 3.9-1 0 M186 2-2X10 .010 0 4 17 48 vI 4 .764 1 854 1.259 1.518 .207 3.6.3 51 M139 2-2X10 .009 0 4 .017 0 4 .764 .854 1.259 1.518 .207 3.6.3 52 M209 2-2X1 .009 0 4 .334 .. 8 y 4 .764 .854 1,259 1.518 .207 13,16.3 53 M192 2-2X10 .008 24 4 .042 48 4 .764 .854 1,259 1.518 .207 3.9-1 54 M194 2-2X1 .008 24 4 .027 48 v 4 .764 854 1.259 1.518 207 -1 55 M207 2-2X10 .008 24 4 .027 48 4 .764 .854 1.259 1.518 .207 3.9-1 56 M195 2-2X10 .007 0 4 .0 4 48 Iv, 4 .764 .854 1.259 1.518 .20 3.6.3 57 M187 2-2X10 007 24 4 .006 48 1 764 1 .854 1.259 1. 18 207 -1 58 M 30 2-2X10 .007 24 4 .006 48 1 .764 .854 1.259 1 5181 207 3 9-1 59 1 M180 2-2X10 .007 24 1 4 1 .010 0 4 764 1 .854 1.259 1.518 .207 3.9-1 60 1 M191 2-2X10 .007 1 24 1 4 1 026 1 0 1 v 4 .764 .854 1.259 1 5181 .207 3.9-1 RISA-3D Version 13.0.0 [C:\Users\user\Desktop\Infinigy\SE03XC229\SE03XC229 Roof.r3d] Page 7 N F I N I G Y Company Infinigy Engineering, PLLC Sept 19,2019 Designer DVA FROM ZERO TO INFINIGY Job Number 499-035 Checked By: the solullons are endless Model Name SE03XC229 Roof Check Envelope Wood Code Checks (Continued) Member Shane Code r k 61 M137 2-2X10 .006 24 1 4 1 .010 48 4 .764 .854 1.259 1.518 .207 3.9-1 62 M193 2-2X10 .006 24 1 .031 48 4 .653 .668 .987 1.188 .162 3.9-1 63 M184 2-2X10 .006 24 1 .006 0 1 .653 .668 .987 1.188 .162 3.9-1 64 M183 2-2X10 .006 24 1 .006 48 1 .653 .668 .987 1.188 .162 3.9-1 65 M198 2-2X10 .006 24 1 .026 0 v4 .653 .668 .987 1.188 .162 3.9-1 66 M350 2-2X10 .006 0 4 .334 0 v 4 .764 .854 1.259 1.518 .207 3.6.3 67 1 M197 2-2X10 .005 0 1 4 1 .034 48 v 4 .764 .854 1.259 1.518 .207 3.6.3 68 M196 2-2X10 .005 24 1 1 1 .031 0 v 4 .653 .66 .987 11188, 162 3.9-1 69 M 127 2-2X 10 .004 24 1 .010 48 v 4 653 .668 .987 1.188 .162 3.9-1 70 M218 2-2X10 .004 24 1 _068 48 4 .653 .668 .987 1.188 .162 3.9-1 71 M206 2-2X10 .004 24 1 .026 0 v 4 .653 .668 .987 1.188 .162 3.9-1 72 M210 2-2X10 .004 24 1 .019 0 v 4 .653 .668 .987 1.188 .162 3.9-3 73 M181 2-2X10 .004 24 1 .010 48 4 .653 .668 .987 1.188 .162 3.9-3 74 M182 2-2X10 .004 24 1 1 1 .010 48 4 3 .668 .987 1.188 .162 3.9-3 75 M217 2-2X10 .004 24 1 1 .068 48 v 4 .653 .668 .987 1.188 .162 3.9-3 76 M211 2-2X10 .004 24 1 .019 0 4 .653 .668 .987 1.188 .162 3.9-3 77 M212 2-2X10 .004 24 1 .019 48 v 4 .653 .668 .987 1.188 .162 3.9-3 78 M208 2-2X10 .004 24 1 .006 48 v1 653 .668 .987 1.188 .162 3.9-3 79 M213 2-2X10 .004 24 1 .017 48 4 653 .668 .987 1.188 .162 3.9-3 80 M214 2-2X10 .004 24 1 _017 48 v 4 _653 _668 .987 11.188 .162 3.9-3 81 M215 2-2X10 004 24 1 1 _017 48 v 4 _653 .668 .987 1.188 .162 3.9-3 82 M177 2-2X10 .004 24 1 .030 48 v 4 .713 .668 .987 1.188 .162 3.9-3 83 M204 2-2X10 .004 23 4.. 1 .22.2 46.963 4 .661 .668 .987 1.188 .162 3.9-1 84 M205 2-2X10 .002 15.19 1 .457 0 4 .758 .668 .988 1.188 .162 L9-3 85 M216 2-2X10 .001 11.2 1 .107 0 4 .784 668 .988 1.188 .162 3.9-1 RISA-3D Version 13.0.0 [C:\Users\user\Desktop\Infinigy\SE03XC229\SE03XC229 Roof.r3d] Page 8 INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless ROOF JOIST CALCULATIONS Site Name: Smokey Point Site Number: SE03XC229 Date: 9/19/2019 RISA-3D Actual Clear Applied Moment, Maximum Resistive Applied Shear, Maximum Vertical o Joist Designation Label San ft lb-ft Moment lb-ft lb-ft Shear,Ibs Capacity, /o TJI 360 Joist M97 21.67 9037.7 9465.0 1561.8 2425.0 95.5% TJI 360 Joist M14 19.00 7952.2 9465.0 1473.7 2425.0 84.0% TJI 360 Joist M79 16.33 5688.9 9465.0 1342.0 2425.0 60.1% The Joists are Adequate for Loading i SECTION 2: 18" - 24" TJI° JOIST This section contains design information for 18"-24"deep Trus Joist®TJI®Joists used in residential, multi-family,or light-commercial applications. 18"-20"deep TJI°joists are readily available through your local Weyerhaeuser dealer or distributor.Offered with the flange sizes shown below,they come in lengths up to 60'(in 1' increments).22"and 24"deep TJI°joists are only available in some regions;for more information,contact your Weyerhaeuser representative. Design Properties (100% Load Duration) L� r25/16" Basic Properties Reaction Properties 1WT_ �{ Maximum Maximum 1Y4"End 3%:"Intermediate 5'/n"Intermediate Depth TJI Joist Resistive J Eist Onnly Vertical Reaction(Ihs) Reaction(Ihs) Reaction(Ibs) (Ibs/t) Moment(')Ili (Ibs-in.z) Shear No Web With Web No Weh With Web No Web With Web '/s 18" (ft-Ibs) (Ibs) Stiffeners StiffenerStz) Stiffeners Stiffeners121 Stiffeners StiffenerSt21 20' 360 3.7 9,465 1 085 I 2,425 1080 , 1440 1 2,460 2,815 1 3,000 3.360 18" 560 4.8 14.5501 1631 3 030 1,265 1740 3 000 3,475 3,45 _ 3,930 09 A 5600 5.0 14.795 1.661 1 3.080 1400 2,030 3,350 3,980 3,965 1 4.600 300 4.0 10,5151,376 2,40 _ 1080 1440 2440 2815 3000 3�360_ TJI® 360Joist 20" 560 5.1 16.165 2,064 3.345 1265 1.740 3,000 3,475 3,455 3,930 5600 5.3 16,435 2.105 3 345 1400 2.190 3 350 4,140 3,965 4.755 22" 5600 5.6 18.075 2,606 3 615 NA131 345 NAW 5,090 NAIL) 5,705 24" 5600 5.8 1 19.700 1 3165 3.400 1 NAW 2,345 1 NA13) 5,405 1 NAW 6.020 L'1 f^3%z" (1)Caution:Do not increase joist moment design properties by a repetitive-member-use factor. ),R, :1—1 (2)See detail W on page 27 for web stiffener requirements and nailing information. F_ (3)Web stiffeners are required at all bearing locations for 22"and 24"TJIw 560D joists. /ie" 18' 20' General Notes 3-1 For Tll0 360 Joists ■ Design reaction includes all loads on the joist.Design shear is computed at the Q 22,5 wL4 + 2.67 wLz UP 560 Joist inside face of supports and includes all loads on the span(s).Allowable shear El d x 105 may sometimes be increased at interior supports in accordance with ICC ES ESR-1153,and these increases are reflected in span tables. For TJI0 560 and 560D Joists r31/2 ■ The formulas at right approximate the uniform load deflection of 0(inches). 22.5 wL^ + 2.29 wL2 L El d x 101 w = uniform load in pounds per linear foot 18, 20' TJI®joists are intended Some Tll®joist series may not be available L = span n feet 22• for dry-use applications in your region.Contact your Weyerhaeuser d =out-to-out depth of the joist in inches 24• representative for information. El =value from table above _IjI TJI® 560D Joist WARNING WARNING NOTES. lack of proper bracing during construction can result f *- OO NOT walk on joists in serious accidents.Observe the following guidelines: until braced. Joists INJURYMAYRESULT. 1. All blocking,hangers,rim boards,and rim joists at the end supports of the TJI@ joists must be unstableuntil braced completely installed and properly nailed. 2. Lateral strength,like a braced end wall or an existing deck,must be established at the ends OONOrstack laterally of the bay.This can also be accomplished by a temporary or permanent deck(sheathing) building materials on fastened to the first 4 feet of joists at the end of the bay. unsheathed joists. Bracing Includes: Stack only over 3. Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in beams or walls. Blocking note 2)and to each joist.Without this bracing,buckling sideways or rollover is highly probable -Hangers under light construction loads—such as a worker or one layer of unnailed sheathing. -Rim Board 4. Sheathing must be completely attached to each TJI°joist before additional loads can be DO NOT walk on joists placed on the system. that are lying Rat. JoistRim 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. -Strut Lines 6. The flanges must remain straight within a tolerance of%"from true alignment. Trus Joist®TJI®Joist Specifier's Guide TJ-4000 I July 2018 16 ,. I Member: M97 Shape: TJI 360 Joist -.145 at 0 in Material: RIGID Dy in Length: 260 in 0 at 260 in I Joint: N123 Dz - - in J Joint: N38 0 at 0 in Code Check: No Calc -.165 at 260 in Report Based On 97 Sections 1561.832 at 0 in 74.739 at 0 in �, 297.09 at 89.375 in A — ® Ib Vy - I Vz '- Ib -330.512 at 132.708 in -210.602 at 132.708 in -1435.349 at 260 in Mz Ib-ft at 132.708 in 2220.933 at 130 in T lb-f, lqw My lb-ft 921.052 at 92.083 in -9037.72 at 130 in Oat0in fa � ksi fc ksi ft - — ksi 0 at 132.708 in � _ x N Member: M14 - Shape: T 360 of -.023 at 0 in Material: RIGID Dy in Length: 228 in 0 at 0 in I Joint: N15 Dz in J Joint: N14 0 at 228 in Code Check: No Calc -.059 at 228 in Report Based On 97 Sections 1473.674 at 0 in 11.074 at 144.875 in "� 282.358 at 23.75 in A — lb Vy Ib Vz '---` 7 Ib -678.172 at 0 in -316.783 at 144.875 in -1451.771 at 228 in -17108.476 at 144.875 in T Ib-ft Ib-ft 2194.38 at 144.875 in My Ib- -7952.215 at 109.25 in -17108.476 at 0 in fa ksi fc - ksi ft ksi Oat0in Member: M79 - Shape: TJI 360 Joist -.013 at 0 in Material: RIGID Dy in Length: 196 in 0 at 0 in I Joint: N105 Dz in J Joint: N104 0 at 196 in Code Check: No Calc -.029 at 196 in Report Based On 97 Sections 1342.013 at 0 in -1.444 at 0 in 18.622 at 40.833 in A Ib Vy Ib Vz Ib -8.297 at 40.833 in 1 -28.841 at 124.542 in -1264.78 at 196 in 22732.348 at 0 in Mz Ib-ft 189.113 at 122.5 in My lb-ft= - Ib-ft -5688.869 at 108.208 in 22732.348 at 40.833 in fa - ksi fc — ksi ft — ksi t PLANS PREPARED FOR, Sp r i nt )PI,15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 Sprint PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 2500 W. HIGGINS RD.SUITE 500 HOFFMAN ESTATES.IL 60111 Phone: a4]-646-4066 I Faz:518-610-0793 y. SITE NUMBER : SE03XC229 ADDRESS : 16404 SMOKEY POINT BLVD SITE ADO. MBERI9035 SITE NAME : SMOKEY POINT ARLINGTON , WA 98223 SITE TYPE . ROOFTOP COU NTY: SNOHOMISH gsmartlink RAD CENTER: 45'-0" JURISDICTION : CITY OF ARLINGTON 141 K NE 122ND WAY,STE.IRKLAND,WA 96034102 PROJECT SUMMARY: SHEET INDEX: CITY OF ARLINGTON'� ENGINEERING LICENSE: ADOTr� �: BUILDING DEPARTMENT R.JOk SITEr 164"SMOKEY ARUNGTDN.WA M= T-1 ;,1T .NDRS 'T; APPROVED PROPEBY OWNER: A-1 SITE PLAN C11 A-2 EINAROED SITE PLAN I�A �y I' O LARRRY 0.PREII 1 WAY A-3 SOUTH ELEVATIONS i P i A-3.1 FAST EEVA710NS STANWOOD,WA BB2I2 A-4 ANTENNA LAYOUT L7 y APPLICANT: A-4.1 ANTENNA SCHEDULES AND DETALS A-4.2 SLEEPER FLASHING DETAILS NO CHANCES AUTHORIZED 1�SE 30TH PL S_z NO GROUNDW S e S14GLE LINE DIAGRAM - UNLESS APPROVED BY THE BEUME,WA9NIGTON 90007 s-3 MOUNT MOOFIGITION DESIGN. REPRESS TATNE TERYLE WEGEL(425)7e1-4323 s-4 MOUNTALPHA sEODaR ., BUILDING INSPECTOR 539s1 CONSTRUCTION MANAGER: ,IBM zAc1uNIA5ENI(420)3e7-2404 5-5 BErA AM""SECTOR DESIGN 1-r, S } } TE �+{`�n�Fc1lL$*'♦jYER�'9G1 BUILDING SUMMARY: 0/1 9 OOCUPA?=C ASSIFlGTION: u L'I, - - TYPE OF CONSTRUCTION: TYPE V-B - - - AREAO "O-N""DG" PROJECT DESCRIPTION: AREA OF Cg8'fRUf.TpN: NO INCREASE AT 1Ni5 TIME ON DRAWING NOTICE: ASSESSORS PARCEL NUMBER 3105-200-010-150-0 •i ._ 3. LATIIIIOE: 4B.14S5442 -_.� -- I`i T r THESE DOCUMENTS ARE CONFIDENTIAL AND ARE LONGRTUDL' -122.185909 SPRINT PROPOSES 70 MODIFY AN EXISTING SITE AS FOLLOWS: s L!; " V ,1) THE SOLE PROPERTY OF SPRINT AND MAY NOT BE INSTAL(3) NEW SPRINT PANEL ANMENNAS ;1 '�-- REPRODUCED,DISSEMINATED OR REDISTRIBUTED REMOVE(3)SPRINT 25W MHz RRUS j4' g "[� WITHOUT THE EXPRESS WRITTEN CONSENT OF INSTALL(1) SPRINT WHO HYBRID CABLE ,-) SPRINT. PANT TO MATCH AS REQUIRED - J DATE 8 �� " REVISIONS: —_- ------�.-- DESCRIPTION DATE 1., THESE PLANS LAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN DUSTING UNMANNED TELECOMMUNICATIONS FACILITY OWNED OR LE450 By SPRINT IN _ ACCORDANCE WITH THE SCOPE OF WORK PROVIDED BY SPRINT. INFINIGY HAS _ -'/-` `#:�"• +U ��7 '—�-� INCORPORATED THIS SCOPE OF NORR N THE PLANS. THESE PLANS ARE NOT _ FOR CONSTRUCTION UNLESS ACCOMPANIED BY A PASSING STRUCTURAL STABILITY U k _� ilk --'F ANALYSIS PREPARED BY A LICENSED STRUCTURAL ENGINEER. STRUCTURAL LL ANALYSIS MUST INCLUDE BOTH TOWER MID MOUNT. N:;, _. . 1, ' .�.�• A R CONSULTING TEAM: APPROVALS: REVISED PER MODS DESIGN 920/19 THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS ANDREVISED PER COMMENTS 5/l/laAUTHORIZE THE CONTRACTOR TO PROCEED WfTH THE CONSTRUCTION DESCRIBED ISSUED FOR REVIEW 4130118 ARCHITECTURAL A ENGNE}7WIG HERON. DOCUMENTS NG ALL CONSTRUCTION ARE SUBJECT TO RENEW INN THE LOCAL c: delta S2017 Coogle Terms SITE NAME: HHPINIOY 10 BUILDING DEPARTMENT AND ANY CHALICES AND MODIFICATIONS THEY MAY IMPOSE r2500 W.FLACONS RD.SURE 510 SMOKEY POINT HOFFM AN ESTATES,L 00109 RIONL•(I47)B4e-+aae PRINT NAME SIGNATURE DATE APPLICABLE CODES: PLAN CHECK COMMENT r-SPRINT SITE I: CONTACT:EA PRANTBI 1 PROIIECT MANAGER: PR0.1 „A„,�R ALL WORK SHALL BE PERFORMED AND MATERIALS *WALLED IN ACCORDANCE ,. I SE03XC229 WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY 114 SMARTUNK LLC WAY.S1E702 THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE 2 0 11410 D 12 ND W CONST, PM. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES.KIRK � SITE ADDRESS: CONTACT�BRVNNE PETERSFH RF ENGINEER 3. OFFICE wIEUA,HONAI 1NULDLNo cDOEIB NBC) 16404 SMOKEY POINT BL D 8 - zawlx SITE ACO. REP ; NF0 ,CODE ARLINGTON,WA 98223 4. NATIONAL ELECTRIC CODE 2014 NEC) 0. NATIDNAL OR LOCAL APP CODES.MOST RECENT EDITIONS Sf1ARNNK,11G PLAN.CONSULTANT SHEET DESCRIPTION: 11410 NE 122ND WAY,STE102KIRKLAND 0. LOCAL AMENDMENTS 7D THE ABOVE.MERE APPL)GU1F PHONE: W �4434 PROP.OWNER 7.B. LIE/SAFELY C ORDINANCES101 „U: , SEARS Received TITLE SHEET SPRAT REP. , 1E�►q OCT 15 ZOi9 SHEET NUMBER: Knout what's Call before you dig, ✓✓�a7 UU / www.ccIIBll.com T-1 PLANS PREPARED FOR: GENERAL SPECIFICATIONS PAINTING NOTES & SPECIFICATIONS STRUCTURAL SPECIFICATIONS Sprint 21. THE CONTACTOR SMALL PROVIDE TEMPORARY WATER,POWER AND TOILET A GENERAL A GENERAL 7. MIXING:PREPARATION OF CONCRETE SHALL CONFORM TO EN 1.THE LATEST EDITION OF THE AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT THE CON A OR SMAO BY THE PROPERTY DARNER.SPRINT,AND THE CITY MIXING: STU C-94 NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN 15395 SE 30TH PL A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION'ARE FA GOVERNING AGENCY. 1. ALL PLANT PRODUCT LINES SHALL BE SHERWIN WILLIAMS UNLESS 1. PRECEDENCE: UNLESS OTHERWISE SHOWN OR SPECIFIED, THE CONCRETE BATCHINC AND CONCRETE PLACEMENT UNLESS BELLEVUE,WASHINGTON 98007 INCLUDED IN THESE SPECIFICATIONS AS IF COMPLETELY REPRODUCED HEREIN. SPECIFICALLY NOTED OTHERWISE BY SPRINT. FOLLOWING GENERAL NOTES SHALL APPLY.INFORMATION ON APPROVED BY A TESTING AGENCY. L THIS FACILITY IS AN UNOCCUPIED PCs TELECOMMUNICATIONS SITE AND IS 22• THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE THESE DRAWINGS SHALL HAVE THE FOLLOWING PRECEDENCE L SEGREGATION OF AGGREGATES:CONCRETE SHALL NOT BE FLOPPED EXEMPT FROM ADA ACCESS REQUIREMENTS. CONSTRUCTION DOCUMENTS TO ILLUSTRATE THE AS-BUIET CONDITION OF THE 2. CONTRACTOR SHALL PREPARE ALL SURFACES AND APPLY ALL FINISHES SITE THIS SVML BE DONE AFTER THE SITE HAS BEEN AWARDED FINAL 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: 7.PRIOR TO SUBMISSION OF BIDS,THE CONTRACTORS PARTICIPATING SMALL DRAWINGS ION A THE PROVIDED T BIHE SPRINT AGENCY'ONE SET OF REDUNED PLANS,SECTIONS AND DETAILS. AND DROP CAPITALS) 50 AS 10 CAUSE SEGREGATION OF AGGREGATES I N F I N I G Y� VISIT THE JOB SITE WITH THE CONSTRUCTION AND CONTRACT DOCUMENTS TO DIAWINGS SHALL BE PR0910f0 TO ME SPRINT CONSTRUCTION MANAGER. >. COMPLY IA1H MWUFACTURER'S WRITTEN INSTRUCTIONS REOAPOWO USE HOPPERS,CHUTES,TRUNKS OR PUMP HOSE EXCEED THAT THE FREE CONFIRM THAT THE PROJECT CAN BE ACCOMPLISHED AS DESIGNED HEREIN, THE LATEST AL PEJWITEO MA APPRO'h0 P1N15 PERTNNWG SUFFICIENT DRYING RYE BETWEEN COAT$WITH PROVISIONS AS B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE UNCONFINED FALL Of CONCRETE SHALL NOT EXCEED S FT. AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS TO TIPS PROJECT SMALL BE KEPT W A PUMA BOX AND 94A.L NOT BE USED RECOMMENDED BY MANUFACTURER FOR EXISTING WEATHER CONDITIONS. OVER GENERAL NOTES AND TYPICAL DETAILS. AFFECTING THE NEW PROJECT INCLUDING DEMOLITION,ELECTRICAL. �.WOPKEgS !LL CONSTRIACTION SETS SMALL REFLECT THE STYE 9. SPLICES Of REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF 30 MECHANICAL AND STRUCTURAL INSTALLATIONS PRIOR TO PROCEEDING WITH INFORMATION. THE CONTRACTOR SHALL ALSO wREFLE IN G000 CONDITION, 4. FINISH COLD AND TENURE OF ALL PAINTED SURFACES SHALL C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL DIAMETERS AND SECURELY PARED TOGETHER SPLICES OF ADJACENT FROM ZERO T O �N F�N�G Y CONSTRUCiON.SHOULD ANY ERRORS,OMISSION,OR DISCREPANCIES BE ONE COMPLETE SET OF PUNS,MIN ALL REVISIONS,ADDENDA AND CHANGE MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED TAKE PRECEDENCE OVER THE SPECIFICATIONS. REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE FOUND,THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, ORDERS ON THE PRDASES AT ALL TRIES.THESE ARE TO BE UNDER THE BY SPRINT. the Solutions SUITE endless THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT. CARE OF THE CONSTRUCTION SUPERINTENDENT, 10. REAR CLEARANCE:MINIMUM COVERAGE FOR JOISTS.BEAMS, GIRDERS zso0 W. H ccINs RD gUITE soR L ALL PLANT MATERIAL DATA SHEETS SHALL BE PROVIDED TO THE 2. OTHER TRADES: SEE THE ARCHITECTURAL DRAWINGS FOR ALL HO -648- EiTATE S, IL 601fi9 A.IN THE EVENT OF DISCREPANCI5 WITHIN THESE DRAWINGS,THE CONTRACTOR 24, THE CONTRACTOR SHALL ROAM ALL RUBEFSH NNO WASTE MATERIALS ON SPRINT CONSTRUCTION MANAGTA. DIMENSIONS NOT SHOWN. AND COLUMNS SMALL BE TO FACE OF STIRRUPS OR TIES. UNLESS Pnone�. eaT.6�a�e µHobs I Fax: 51B-690-0793 SMALL INCLUDE THE MORE COSTLY OR EXTENSIVE WORK IN THE BID,UNLESS A ONLY BASIS,EXCEPT FOR TIDY SPECIIEO AS THE PROPERTY OF RIE OTHERWISE NOTED,CONCRETE COVERAGE FOR REINFORCING BARS TO f i n I q y.c om SPECIFICALLY DIRECTED OTHERWISE BY SPRINT.IF A DISCREPANCY EXISTS BUILDING OR PROPERTY OWNER AND%ALL EXERCISE STRICT CONTROL 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY FACE OF BAR SHALL BE AS FOLLOWS: AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED.THE L PREPARE PREVIOUSLY PLANTED SURFACE BY LICNT SANDING WITH 400 JOB NUMBER 499-035 GENERAL CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL COSTS OVER SITE CL.FNANG THROUDIOUT CONSTRUCTION AND FMAL CLEW-UP GRIT SANDPAPER AND NON-NYOROCARBON WASH.PREPARE GALVANIZED UNLESS SPECIFICALLY SHORAN OR NOTED OTHERWISE. INCURRED TO REPAIR S CORRECT ALL RESPONSIBLE THAT RESULT. UPON COAIPIflION OF WORK.ALL AREAS ARE TO BE LEFT W A BROOM SURFACES BY ACID ETCH OR SOLVENT CLEANING IN ACCORDANCE WITH CONSTRUCTION DETAILS NOT ALLY SHOWN OR NOTED SHALL BE A.CONCRETE IN CONTACT WITH EARTH,UNFORMED 3" CLEW CONDITION AT ME ENO OF EACH DAY THEN AT A VACUUM CLEAN SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. B. CONCRETE IN CONTACT WITH EARTH, FORMED 2" SITE i,c I; CONDITION.FREE FROM PAINT SPOTS.DUST OR SMUDGES OF ANY MATURE SSPC-SP1. L THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED AT COMPLETION Di WHDRN. C.WALL,EXTERIOR FACE TO BE FOR DNGRAMMTIC PURPOSES ONLY.FIGURED DIMENSIONS HAVE 7. FURNISH DROP CLOTHS,SHIELDS.MASKING AND OTHER PROTECTIVE 4. SNORING:IT SHALL BE THE RESPONS181U7Y OF THE CONTRACTOR D.WALL.INTERIOR FACE PRECEDENCE OVER DRAWING SCALE AND DEAL DRAWINGS HAVE 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 3/4' PRECEDENCE OVER SMALL SCALE DRAWINGS.CONTRACTOR SHALL CHECK TINE SURFACES AND FACILTnES. THE SAFETY OF 114E WORK UNTIL IT IS COMPLETED.THIS INCLUDES E. STRUCTURAL SLABS ACCURACY OF ALL DIMENSIONS IN THE FIELD.UNLESS SPECIFICALLY NOTED, OWNER'S PREFERRED HOURS TO AV010 DISRUPTION OF NORMAL ACTIVITY. UNDERPINNING EXISTING FOOTINGS WHERE APPLICABLE. F.JOISTS 3/.' sm a rtl i n k DO NOT FABRICATE ANY MATERIALS,OR BEGIN ANY CONSTRUCTION UNTIL THE AL EXPOSED METAL SHALL BE HOT-DIPPED GALVANIZED. L APPLY PAINT BY AIRLESS SPRAY.SANDING LIGHTLY BEIYrtFN EACH G. BEAMS,GIRDERS h COLUMNS ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL SUCCEEDING ENAMEL COAT ON MT SURFACES.APPLY MATERIAL TO L SAFETY:THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. FIELD DIMENSIONS. 27.SEAL ALL PENETRA110N5 THROUGH FIRE-RATED AREAS WTTM U.L.LISTED OR ACHIEVE A IXATING NO TANNER TITIAN THE ORY FILM THICKNESS UNLESS OTHERWISE INDICATED.THEY DO NOT INDICATE THE METHOD 11. PENETRATIONS:NO SLEEVES OR CHASES SHALL BE PLACID IN FIRE MARSHAL APPROVED MATERIALS IF AND M41YE APPLJCABLE TO THIS INDICATED. OF CONSTRUCTION. PLAN& SUBS, 70RS AND COLUMNS.,EXCEPT THOSE SHOWN ON THE L THE CONTRACTOR SHALL INCLUDE IN HIS OR HER BID ALL MA1EINMS, FACILITY AND PROTECT SIZE. PAWS CONTRACTOR SMALL OBTAIN PRIOR APPROVAL FOR 11410 NE 122ND NAY,STE 102 EQUIPMENT,APPLaTFNANCES AND LABOR NECESSARY TO COMPLETE THE 0. APPLY BLOCK FILTER TO CONCRETE BLOCK CONSTRUCTION AND 034 WORK AS INDICATED OR IMPLIED BY THESE DRAWINGS. 2L PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS TWIN 0. WATERPROOFING;SHOWN IN DR INGS GE DETAILS E NUMBING, EL OF ANY ADDITIONAL SLEEVES NI CHASES.ALL KIRKLAND,WA 9d ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. SPECIFICATIONS SHOWN IN THESE DRAWINGS WILE FOR GENERAL PLUMBING, ELECTRICAL AND MECHANICAL.OPENINGS SHALL BE 7.CONTRACTOR SWILL NOTIFY THE SPRINT CONSTRUCTION MANAGER,THE 2-A OR 2-AtOBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF INFORMATIONAL PURPOSES ONLY.CONTRACTOR TO NOTIFY THE SLEEVES.CORING IS NOT ALLOWED UNLESS PRIOR APPROVAL IS 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 SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT IF ANY OBTAINED FROM THE STRUCTURAL ENGINEER. IMPRACTICAL UNSUITABLE,UNSAFE NOT WATERPROOF.OR HOT WITHIN INCLUDING INADEQUATE COVERAGE AS DIRECTED BY THE SPRINT INADEQUATE OR IMPROPER CONDITIONS. CUSTOMARY TRADE PRACTINMM CE.IF WIXM 15 PERFORMED•IT WILL BE 25.ELECTRICAL POWER SYSTEM SHALL BE GROUNDED PER NEC ARTICLES 250 CONSTRUCTION MANAGER REPAINT AS NECESSARY TO ACHIEVE SURFACES 12. EMBEDDED ITEMS:CONDUIT PLACED IN A CONCRETE SLAB SWILL ENGINEERING LICENSE ASSUMED THAT THERE RI NO OBJECTION TO ANY DETAIL DETAILS ARE AND 810. THAT ARE SMOOTH,EVERY COATED WITH UNIFORM SHEEN AND FREE INTENDED TO SHOW TIME END RESULT OF THE DESIGN.MINOR FROM BLEMISHES. L STEEL NOT HAVE AN OUTSIDE DIAMETER GREATER TWIN I/N THE T1NCK MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS.AMD SHALL 30.ALL NEW OPENINGS IN THE EXTERIOR ENVELOPE OF CONDITIONED SPACES IS THE STAIN.CONCUR SHALL HOT BE EMBBEDED IN A SLAB THAT M INCLUDEDTION AS PART W nHE WORN. SUCH AS AT OVAL MID ROOF PONETRATIONS$HALL TOE CAULKED OR 1. ALL STRUCTURAL STEEL SECTIONS AND WELDED PATE MEMBERS IS LESS TWIN 3-1/2'TH]CK,UNLESS SLAB IS LOCALLY THICKENED. i1�J0 ,►. SEALED TO LIMIT INFILTRATION OF AIR AND MCISTUR£ L PANTING SCOPE SHALL CONFORM TO ASTM A-36 AND BE FABFWATE0 IN MINIMUM CLEAR DISTANCE BETWEEN COUNDVITS SHALL BE SIX INCHES. jr �•c�/ L EXISTING ELEVATIONS AND LOCATIONS SMALL BE VERIFIED BY THE 31,UPON COMPLETION OF CONSTRUCTION,SPRINT CONSTRUCTION MANAGER 1. PANT THE FOLLOWING MAiT]RWS AND SYSTEMS CHECKED BELOW ACCORDANCE WITH THE SPECIFICATIONS OF THE MSC. WAS�I�s�O tX)MAACiOR BEFORE CONSTRUCTION.IF THEY DIFFER FROM THOSE SHOWN SNAIL CONDUCT AWALK-TIARA WITH PROPEAN OWNER OR REPRESEMATNE IYfTH THE CGATWO SYSTEM INDICATED. 13. ANCHORING:ALL ANCHOR WELTS.REINFORCING STEEL DOMES. ON THE PLANS.THE CONTRACTOR SHALL NOTIFY THE SPRINT CONSTRUCTION 2. ALL BOLTS SHALL CONFORM TO ASTM A-307 UNLESS OTHERWISE INSERTS,ETC., SHALL BE WELL SECURED IN POSITION PRIOR TO MANAGER AND THE ARCHITECT SO THAT MODIFICATIONS CAR OF PROPERTY OWNER. PLACING CONCRETE. NO REPOSITIONING DURING CONCRETE POUR BE MADE BEPORE PROCEEDING WITH THE WORK. PAINTING SCOPE NOTED ON PLANS.HIGH STRENGTH BOLTS SHALL CONFORM TO IS ALLOWED. 7 , 32.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEM SURFACE TO RE PAINTED �OAii1JG PAINT N/A ASTM A-325 L THE CONTRACTOR SHALL VERITY ALL TELEPHONE W RADIO EOUIVYDR EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE07 LAYOUTS,SPECIFICATIONS,PERFORMANCE.INSTALLATION AM FINK LOCATIONS PROJECT SY SPRINT' an vaT X 3. STEEL PIPE COLUMNS SHALL BE GRADE'B'CONFORMING TO ASTM 14. CURING: SLABS SHALL IS SPRAYED WITH A CURING COMPOUND _ WITH SPRINT COdK1RUC'f10H IMAHNAGER PRIOR TO BEGIWWNG WORK.TIE ALL EWIPMENT6CA91NET5 OTHER THAN Ant M yq m x A53 IMMEDIATELY AFTER FINISHING,CARTING COMPOUNDS USED ON CONTRACTOR SMALL U ION MASIBIE FOR COORDINATING G WORK OE 3S INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE •Ar n CONCRETE WHERE TILE OR BOOR COVERING S D f BONDED CONTRACTOR RADIO SYSTEMS. MANUFACTURER'S INSTALLATION SPECIFICATIONS IWAESS SPECIFICALLY x+NNM,n w+u N N TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE 6aKAE 11 AND AMLOl1AMD HARDWARE CAILC AND OR FLOOR COVERING MANUFACTURER.KEEP SLAB WET FOR 7 DAY OTHERWISE INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE SEE PLANS SEE PLANS 4. STEEL TUBING SHALL BE GRADE'B'CONFORMING 70 ASTM 10.ALL SYMBOLS Q ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED COVERS ExcoseD TO VIEW EXPOSED PRECEDENCE r VERS EXOEWX.TO MINIMUM PERIOD. CONSTRUCTION STANOMOS, IF THE CONTRACTOR HAS QUESTIONS REGARDING -IASHwcUNITS METAL TRIM AND OTHER METAL L ALL WELDING SHKl'BE DOME BY THE SHIELDED ARC METHOD. �O ,R 53981 9 THEIR EXACT NEARING THE SPRINT CONSTRUCTION MANAGER AND THE ^win x ALL WELDERS SFU11 B£PROPERLY QUALIFIED AND BE PTTE-APPRMGVED. 15 CONSOLIGATION:ALL CONCRETE SHALL BE VIBRATED AS T IS ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR nucc0 CONCRETE 1-1-E-BAN [ SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH,EVE/ BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. ��jj�•£,�L� •� PROCEEDS WITH THE WORK. TVPEFINI SYSTEMS N_UU- SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW.ALL WE �}• G HE SACK SIDE BE ALL SCREEN TRIM CE X SMALL COMPLY WITH THE WEST A.W.S.SPECIFICATIONS. D. TIMBER IT.THE CONTRACTOR SHALL OGTARN AND PAY FOR ALL PERMITS,LICENSES AND v cR EENwaus INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCULDE K L THE FCLLDWING WELDING EQUIPMENT MUST BE USED: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 V+�l\f1L T140SE IN THE COST OF THE WORK TO SPRINT. ROOFING &WATERPROOFING NOTES ``-F'EPOLESMN,AL UE5I DOr A A 250 AMP WELDERS. GRADE DOUGLS FIR., S45, UNLESS NOTED OTHERWISE ON THE 20/19 B. ROD OVENS. DRAWINGS. IL ME CONTRACTOR SMALL PROVIDE CONTIM0005 SJPOFASON AND DIRECT ALL NG HIS C. GRINDERS. 1. :O47RACTOR SHALL CONTACT RAIDING OWNER TO DETERMINE IT ROOF S Q COATING SYSTEM SPECIFICATIONS 2. ALL FRAMING LUMBER FOR 2X RAFTERS AND JOISTS SHALL DRAWING WORK WHILE ANY SUBCONTRACTORS OR WORKERS 141E ONSHL US OR HER BEST SKJLL AND ATTIENTgH THE CONTRACTOR SNAIL BE HELD :I4OER WARRANTY.CONTRACTOR SMALL GUARANTEE THAT AM AND ALL NEW GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON DRAWINGS RESPONSIBLE FOR ALL CONSTRUCTION MEAN&METHODS.TECHNIQUES. HOOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING 1. DTM ACR1IJC COATING(SEPSES 866)BY SHERWIN WILLIAMS CO. 1MIL 7. NO BUZZ BOXES SHALL BE USED. PROCEDURES.SEOLID.,AND COORDINATION OF ALL PORTIONS OF THE WARRANTIES SUCH THAT 114E WARRANTY IS NOT MADE MAUD AS A RESULT OFT PER COAT APPLIED IN TWO COATS OVER DIM BONDING PRIMER 3, STRIPPING,BLOCKING. BACKING AND OTHER NON-STRUCTURAL THESE DOCUMENTS ARE CONFIDENTIAL AND ARE COHIPAC1EO WORN. OF THIS WORK.i rt IS DETERMINED THAT THE ARCHITECTS OEWUNO 4 (g66ARO), L ALL STRUCTURAL STEEL SHALL FAYE MILL CERTTICAWN. MILL LUMBER SMALL BE NO. 2 OR SiD 8 BTR GRADE OOUGUS flR, S45. THE SOLE PROPERTY OF SPRINT AND MAY NOT BE 13.WORKMANSHIP 11IR000NOUI STILL BE OF ME BEST QUALM OF ME INADEQUATE OR IMPROPER OR rt ANY OTHER DISCREPANCY 15 FOUND.THE CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR EXAMINATION 2X4 STUD WALLS SHALL BE O.F. STANDARD k BTR. REPRODUCED,DISSEMINATED OR REDISTRIBUTED TRADE INVOLVED,AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM CONTRACTOR SMALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE SPRINT 2. 1001E ACRYLIC.LATEX COATING EQUIVALENT TO A-100(SERIES A-B2) BY THE DESIGN ENGINEER AND THE CITY INSPECTOR. WITHOUT THE E%PRESS WRITTEN CONSENT OF REFERENCE STANDARDS FOR QUALITY AND PROFESSIONAL CONSTRUCTION PROJECT MANAGER IN WRITING.THE CONTRACTOR WILL BE ULTIMATELY HELD MC SHERWIN WILLIAMS CO. 1 MIL OFT PER COAT APPLIED IN TWO COATS PRACTICE RESPONSIBLE FOR COMPLYING WITH ME ORII ROOF MANUFACTURER'$ 9, ALL HIGH STRENGTH BOLTS SHALL HAVE MILL CERTIFICATION. 0. ALL BEAMS,JOISTS AND RAFTERS SHALL BE INSTALLED WITH SPRINT. SPECIFICATIONS. OVER SPECIFIED PRIMER. MILL CERTIFICATION SHALL BE KEPT ON THE JOB SITE FOR SIDE UP. NFICA NATIONAL ROOFING CONTRACTORS ASSOCIATION 0. PLANT h PRIMER EXAMINATION BY THE INSPECTOR. 0. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A O'HARE INTERNATIONAL CENTER 2. CONTRACTOR SMALL USE METHODS AND MATERIALS SIMILAR TO AND REVISIONS: 10255 W.HIGGINS ROAD,SUITE 800 COMPATIBLE WITH EXISTING MATERIALS dl CONDITIONS FOR ROOF PATCHING, ANTENNAS 10. STEEL THAT FAD BEEN WELDED,CUT OR SCRATCHED IN THE FIELD SPAN INDEX RATIO 32/16. EDGE NAIL WTHBd AT 6'O.C.UNLESS DESCRIPTION DATE BY R£J ROSEMONT,IL 60018-5607 NEW PENETRATIONS,ETC. PRIMER-KEM AQUA E61-W525 SHALL BE TOUCHED UP WITH COLD GALVANIZING PLANT. NOTED OTHERWISE ON PLANS.FGIELD NAIL YAT1 8d AT 12'O.C. SMACNA SHEET METAL AND AIR CGNDITIONING CONTRACTORS 3• THE CONTRACTOR STILL PROPERLY SEAL ALL NEW ROOF A:BUILDING TOPCOAT-COROTHIANE II B65W200/BBOV22 NATIONAL ASSOCIATION ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL 11. WELDING INDICTED IN THESE DRAWINGS S DESIGNED FOR ONE 8. PLYWOOD SLEETS SHALL R LAID WHIT THE FACE GRAN 4201 IAFAYETTE CENTER DRIVE BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. BTS CABINET HALF OF ALLOWABLE CODE STRESSES UNLESS NOTED PFAPINDICUTAR TO SUPPORTS AND WITH THE EDGES STAGGERED, CNARTIAF ET 20151-12RI PRIMER-KEN AQUA E61-W525 'FULL STRESS'AT END OF WELD SYMBOL UNLESS NOTED OTHERWISE ON THE PLANS. 4.I'IT IS DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/W1 TOPCOAT-COROTHANE II 865W200/86OV22 IILP INTERNATIONAL INSTITUTE MID ITUTE FOR LATH PLASTER MATERIALS,THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING C. CONCRETE 7.PLYWOOD SHALL BE GRADE MARKED BY DFPA TECO,OR PTL AND 820 TRANSFER ROAD FINISHES AND MATERIALS TO UKE-HEW CONEOnoN,CONTRACTOR SHALL COAXIAL JUMPER CABLES SHALL CONFORM TO PS 1-83. ST.PAUL MIN 55114-1408 MAINTAIN THE ORIGINAL COLORS,TEXTURES A FINISHES UNLESS SPECIFICALLY PRIMER-AS REQUIRED FOR ADHESION.APPLY ONE COAT OF KEN NOTED IN THESE DRAWINGS OR APPROVED 81 THE SPRINT CONSTRUCTION ADUA WATER REDIICIBLE PRIMER E81W25 RfDIUCEO 25x 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE L THE MAXIMUM MOISTURE CONTENT OF ALL LUMBER SHALL NOT MANAGER IN ADVANCE. FOLLOWING ULTIMATE COMPRESSIVE STRENGTH AT AGE OF 28 DAYS: W4.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE TOPCOAT -2 COATS COROTHANF.R POLYURETHANE B65W200/B6CV2 EXCEED 24%AT THE TIME OF INSTALLATION. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS OTHERWISE INDICATED 6•AT THE SPRINT CMSTRIOCTON MANAGER'S OIRECTON,THE COMPACTOR LOCATION STRENGTH WT. SLUMP ADMIXTURE REVISED PER MODS DESIGN 9/20/10 EP 0 BY SPRINT,OR WHERE LOCAL CODES OR AMLA11ONS TAKE PRECEDENCE RAW STEEL 9. MINIMUM NAILING SHALL COMPLY ON TABLE 23-1-q OF BUILDING ANAL AS PROVIDE ROOFTOP w AND ALO TO ALL NEW EQUIPMENT RICUIDRK. PRIMER- KEM BOND HS B50WZ4.DART ACRYLIC PRIMER Is,THE CONTRACTOR SMALL VERIFY.COONOINATE•AND PROVIDE ALL NECESSARY ANTENNAS AM BTS UNITS ANO ALONG COZY CABLE POUTVIQ.ON CODE.ALL NAILS SHALL BE COMMON WIRE NAILS. ISSUEDREVISE FOR REVIEW 5/1/II EP BLOCKING,BACKING FRAMING.MANGERS OR OTHER SUPPORTS FOR ALL CONVENTIONAL ROOFING•THE MX PADS SMALL BE'DUCK BOARS'AS TOPCOAT - 2 COATS COROTFRANE II POLYURETHANE BBSW200/B60V2 A SUBB;FOOTINC 3000pai 150pcf 4' NONE ISSUED FOR REVIEN 4/O0/]s EP A ITEMS. MANUFACTURED BY ARC 00 EQUAL ON SPECIAL ROWING SYSTEMS.SUCH 10. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS AS SINGLE MEMBRANE AOOFIIG,THE WALK PADS BALL BE AS NOTED ON GALVANIZED METAL 2 INSPECTION:CONCRETE WITH SPECIFIED STRENGTH GREATER THAN AND/OR NUTS WHERE IN CONTACT WITH WOOD. r SITE NAME: IL THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL GIVE ALL REQUIRED PLANS OR AS REQUIRED BY NOTES 1 k 2 ABOVE. ACID ETCH WITH COMMERCIAL ETCH OR VINEGAR PRIMER COAT AND 2500P/L SMALL BE CONTINUOUSLY INSPECTED DURING PLACEMENT I CE$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 11 LAG BOLTS SHALL BE SCREWED INTO PLACE. NOT DRIVEN. LAG SMOKEY POINT CONSTRUCTION NOT IC REGULATIONS LAWS TIRO ORDINANCES,AS WELL AS THE STATE APPROVED BY THE BUILDING DEPT. BOLTS SHALL BE INSTALLED IN PRE-DRILLED HOLES WITH A DEPARTMENT OF INDUSTRIAL RELATIONS RECUUTIONS,INCLUDING BUT NOT STAINLESS STEEL OAMETER EQUAL TO 75A DIAMETER OF BOLT. LIMITED TO THE DIVISION OF OCCUPATIONAL SAFETY AND HEALTH(OSHA). PRIMER-DIM WASH PRIMER.871Y1 3. REPAIR GRADES: REINFORCING STEEL SMALL BE CLEAN PREFORMED SPRINT SITE W 17.714E CONTRACTOR SHALL PROTECT ALL PROPERTY FROM DAMAGE THAT MAY TOPCOAT-2 COATS COROTFANE II POLYURETHANE B65W200/B6CV2 BARS CONFORMING TO ASTM A513 AS FOLLOWS: 12. CONNECTORS:ALL SHEET METAL FRAMING CONNECTORS SHOWN IN OCCUR DURING CONSTRUCTION.ANY DAMAGE TO NEVI AMID EXISTING PRE-PRIMED STEEL N4 NY SMALLER BARS.................GRADE 40 THE PLANS COMMALLPANY- BE STRONG CONNECTORS AS MA E WCTURED BY SEO3XC229 RISES.CONSTRUCTION,STRUCTURE.LANDSCAPING.CURBS,STARS.OR TOUCH UP ANY RUST OR UN-PRIMED STEEL WITH KEN BOND MS, THE SAMSON COMPANY•SUBSTITUTIONS MAY BE MADE WHEN EQUIPMENT.ETC.SHALL BE IMMEDIATELY REPAIRED OR REPLACED TO THE SSOWZ4 AL k LARGER CAISSON 60 APPROVED BY THE STRUCTURAL ENGINEER. SATISFACTION OF SPRINT AND THE PROPERTY OWNER'S REPRESENTATIVE,AT ALL BARS AT CAISSON FOOTINQ.,CRAOE OU SITE ADDRESS: &COPPER 13. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH DUMB R'F THE EXPENSE OF THE CONTRACTOR. ALUMINUM T M WASH PRIMER.B71Y1 4. CEMENT: FOUNDATIONS 3 SOBS:TYPE V. LOW AIXAIJ, OR CONCRETE SHALL BE WOISTAN L PRESSURE TREATED LUMBER PRIMER-D 16404 SMOKEY POINT BLVD Id THE CONTRACTOR SMALL BE RESPONSIBLE FOR AND SOUL REPLACE OR TOPCOAT-2 COATS COROTHANE II POLYURETHANE 865W200/86OV2 CONFORMING TO ASTM C-150. OR A NATURALLY DECAY RESISTANT LUMBER SUCH AS REDWOOD OR REMEDY,ANY FAULTY,IMPROPER,OR INFERIOR MATERIALS OR PIER/CAISSON FOOTINGS: TYPE V. LOW ALKALI.CONFORMING CEDAR. WORKMANSHIP OR ANY DAMAGE WHICH SHALL APPEAR WITHIN ONE YEAR TO ASTM C-150. ARLINGTON,WA 98223KAL AFTER THECOMPLETION AND ACCEPTANCE OF THE WORK BY SPRINT CONCRETE MASONRY UNDER THIS CONTRACT. PRIMER - PRO MAR EXTERIOR BLOCK FILLER 14. ALASKAN YELLOW CEDAR GLUE-LAMINATED BEAMS TOPCOAT - 2 Cars A-100 UTD(HOUSE TRIM,SHEEN TO MATCH L AGGREGATE:USED IN THE CONCRETE STALL CONFORM TO ASTM A. LUMBER SPECIES:ALASKAN YELLOW CEDAR (AC.) CONFORMING 19.R SMALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO C-33.USE ONLY AGGREGATES KNOWN NOT TO CAUSE EXCESSIVE TO 20E-V12 SHEET DESCRIPTION: PROTECT AND LOCATE,OR CONTACT AN OUTSIDE AGENCY TO LOCATE,ALL CONCRETE STUCCO(EXISTING) SHRINKAGE.ME MAXIMUM WE AGGREGATE IN CONCRETE WORK B. STRENGTH PROPERTIES: EXISTING UTILITIES REGARDLESS OF WHETHER OR NOT SHOWN HEREIN.THE 2 COATS A-100 LATEX HOUSE k TRIM,SHEEN TO MATCH SHALL BE THE FOLLOWING: Fb BOTTOM FIBER BENDING STRESS 2000pa1 MIN. CONTRACTOR SHALL BEAR ALL EXPENSES FOR THE REPAIR OR REPLACEMENT Fb TOP FIBER BENDING STRESS 1ODOpai MIN. SPECIFICATIONS &NOTES OF UTILITIES OR OTHER PROPERTY DAMAGED INCONJUNCTION WITH THE STUCCO A FOUNDATIONS R SUBS 9'OR LESS: 3/4'GRAVEL FV SHEAR STRESS 190pai MIN. EXECUTION OF WORK. PRIMER- PRO MAR MASONRY CONDITIONER B-46-W21OGO B. PIER/CAISSON FOOTING: 1'GRAVEL. Fc COMPRESSION STRESS PERPENDICULAR TO GRAN 560pai MIN. FOR THE COMPLETE SECURITY TOPCOAT - SUPERPAINT A-80 SERIES A-89 SATIN A-84 GLOSS E MODULUS ELASTICITY 140011d MIN• 20.THE CONTRACTOR SMALL BE RESPONSIBLE OF THE PROJECT SITE WARE THE JOB IN PROGRESS AND UNTIL THE WINO L WATER: SHALL BE CLEAN AND FREE FROM DELETERIOUS AMOUNT C.CAMBER TO RADIUS OF 1800'U.O.N. SHEET NUMBER: JOB I5 COMPLETED AND ACCEPTED BY SPRINT. PRIMER-A-100 EXTERIOR ALKYD W009D PRIMER Y-24W20 OF ACIDS,ALKALIS,ORGANIC MATERIALS AND SHALL BE SUITABLE D.ALL CLB•S SMALL 8E FABRICATED MATH EXTERIOR GLUE- TOPCOAT - 2 COATS A-10D LATEX HOUSE h TRIM SHEEN TO FOR HUMAN CONSUMPTION. E.MANUFACTURE OF CLEO'S SHALL CONFORM TO THE UBC. MATCH ADJACENT SURFACES F.CLU-LAM MATERIAL SHALL BE IN ACCORDANCE WITH ANSI/AITC rf'_2 A190.1 AND ASTM D3737. 1 PLANS PREPARED FOR: SITE PLAN KEYNOTES SprintN' PROPERTY OESCYNPRAV.• EXISTING/NO CHANGE LEASE AREA WITHIN EXISTING COMPOUND (SEE SHEET A-2) SEC 29 TNP 31 RGE 05S1/3 OF S112 OF 15395 BE 30TH PL Q CHANGE SE114 NE114 LY E OF S/HY EXC E 49a 18 BELLEVUE WASHINGTON 98007 EXISTING/NO 2 / FT THOF AKA LOT 2 OF RALPH&AMY PROPERTY LINE N0N1YS BSP REC VOL 1 OF BSPS PG 108 QEXISTING/NO CHANGE — — AF NO 9009125003 PLANS PREPARED BY: 3 PRIVATE ACCESS DRIVEWAY — — I N F I N I G Y& QEXISTING/NO CHANGE FROM ZERO TO I N F I N 1 G Y BUILDING (TYP.) Q the solutions are endless EXISTING/NO CHANGE ® Phone: S4]HOFMAN ES ATES,IL 60169 2500 W- HIGGINS R0.SUITE 500 5 TREES (TYP.) F649 w -90fiifi I Fax:51A-fi90-Ol9l inflni4Y•com QEXISTING/NO CHANGE 499-M ASPHALT PARKING AREA I SITE ACO: 4 I smartlink I11410 NE 122ND WAY,STE 102 KIRKLAND,WA 98034 ENGINEERING LICENSE: I g.JOg� m �ti$ v was s10 AC) Co O y (n WI 71-1717771-77777,31 � cr_ z mUl) ^ ^ l DRAWING NOTICE: ! r , THESE DOCUMENTS ARE CONFIDENTIALAND ARE '� .ti ❑ ' ❑ ,.•. ' 6 THE SOLE PROPERTY OF SPRINT AND MAY NOT BE ........... .•,• 1 � REPRODUCED,DISSEMINATED OR REDISTRIBUTED ' • ' WITHOUTTHE EXPRESS WRITTEN CONSENT OF 6 Ld •� ❑ / SPRINT. ' t 1 REVISIONS: DESCRIPTION DATE BY IREV �4111111111_ _ _ _ _ _ _ mmo Ir v 3 APN#•3105-290-010-150-0 RFVISED PER MODS DESIGN 1 9/20/19 EP 0 REVISED PER CONINIENTS 5/1gs El B ISSUED FOR REVIEW 4/30118 EP A F SITE NAME SMOKEY POINT r SPRINT SITE* Q I SE03XC229 a SITE ADDRESS: 16404 SMOKEY POINT BL",'D ARLINGTON,WA 98223 SHEET DESCRIPTION: SITE PLAN 1NFGWAIAIICN CONUINED NITHIN DRANINGS ARE BASED ON FRONDED 1N UVATIAV AAIO ARE NOT 1Fl£RESULT OF A FIELD SURW SHEET NUI.IBER 30' 0 30• 6D' 120' ^ _1 SITE PLAN SALE: 2�•x34•SHEET 1•> �-] 1 SCALE: 11 z17 SHEET 1 120-0 ( IN FEET) PLANS PREPARED FOR: ENLARGED SffE PLAN KEYNOTES AR£BASED ON PROT WDM W ORMEI AR£NOT TH£RESIIALT CF A FlQ Sprint 'N' QEXISTING/NO CHANGE SPRINT EQUIPMENT LEASE AREA 15395 SE 30TH PL EXISTING ROOF MOUNTED ANTENNAS lA BELLEVUE,WASHINGTON 96 AND RRUS (SEE SHEET A-4) QEXISTING/NO CHANGE PLANS PREPARED BY: TELCO BOX EXISTING/NO CHANGE I N F I N I G Y& EQUIPMENT CABINETS FROM ZERO TO INFINIGY QEXISTING/NO CHANGE 2500 W.the solutions.O..SITE endless VERTICAL CABLE TRAY A HOFFMAN ESTATES.IL 60169 QEXISTING/NO CHANGE 92� Phone:647-6 µ�1. 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REVISIONS: II DESCRIPTION DATE BY REV g y !p, REVISED PER MODS DESIGN 9120/19 REVISED PER COMMENTS 5/1/1`J I EP B 10 ISSIIF.D FOR REVIEW 4130/18 1 EP A SITE NAME: SMOKEY POINT r SPRINT SITE#: ISE03XC229 SITE ADDRESS: 16404 SMOKEY POINT BLV 1 I ARLINGTON,WA 98223 SHEET DESCRIPTION: ENLARGED SITE PLAN SHEET NUMBER: ENLARGED SITE PLAN SCALE: • SHEET _ —0• 5' 0 5' 10' 11 20' A_2 SCALE: •x17 17 SHEET 1 20—0• ( IN FEES) 1 PLANS PREPARED FOR: EXISTING SOUTH ELEVATION KEYNOTES \ Sprint QEXISTING/NO CHANGE SPRINT PANEL ANTENNAS (TIP.) 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 QEXISTING/NO CHANGE ANTENNA MOUNTING FRAME PLANS PREPARED BY: EXISTINGO CHANGE SPRINT 1900 RRUS MOUNTED TO EXISTING ANTENNAz I N F I N I G Y& MOUNTING FRAME (TIP.) FROM ZERO TO INFINIG Y EXISTING/NO CHANGE SPRINT 800 MHz TOP OF EXISTING ANTENNAS the solutions are endless RRUS MOUNTED TO EXISTING ANTENNA ELEV. = t49-0 A.C.L. r.00 w-nIGOIMS RD SUIT[ 500 MOUNTING FRAME (TIP.) 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HYBRID HYBRID HYBRI HYBRID _ EXISDNG PARAPET A REVISED PER MODS DESIGN 920/19 FP o ELEV. = f4O'-0" A.G.L. REVISED PER COMMENTS 5/I/IS EP B 4Q EXISTING/NO CHANGE SPRINT 800 MHz 2 i 4 ISSUFD FOR REVIEW a/sons FP A RRUS MOUNTED TO EXISTING ANTENNA r SITE NAME: MOUNTING FRAME (TYP.) _ — I SMOKEY POINT Q NEW VNNT MW HYEYIID CABLE I 6 A STRUCTURAL EVALUATION OF 1W 1 i SPRINT ANTENNA MOUNTS HAS BEN (�SPRINT SITE 0: QEXISTING/NO CHANGE }— PERFO4Mm BY AVFMY.. REFER To I SE03XC229 BUILDING I PASSING R911Wr DESIGN ANALYSIS DATED EXISTING/NO CHANGE 09119119 PRIOR TO COHSTRUCNIN SITE ADDRESS: Q7 SPRINT HYBRID CABLE I 16404 SMOKEY POINT BLS P ARLINGTON,WA 98223 SHEET DESCRIPTION: _ � GROUND LEVEL SOUTH ELEVATIONS ELEV. = fo-o A.G.L. SHEET NUMBER: NEW SOUTH ELEVATION 5' 0 N 10' 20 A-3 SCALE: 22•z34• SHEET 1• _ 10'-0- SCALE: 11•x17' SHEET ,' — 20'-0- ( IN FEET) PLANS PREPARED FOR:EXISTING SOUTH ELEVATION KEYNOTES Sprint QEXISTING/NO CHANGE SPRINT PANEL 15395 SE 30TH PL ANTENNAS (TYP.) TOP OF EXISTING ANTENNAS BELLEVUE,WASHINGTON 98007 QEXISTING/NO CHANGE 1 ' ELEV. = 349-0 A.G.L. PLANS PREPARED BY: ANTENNA MOUNTING FRAME 2 OF EXISTING ANTENNAS ^ I N F I N I G YOO 3Q EXISTING/NO CHANGE SPRINT 1900 MHz a 3t45'-0" A.G.L. � RRUS MOUNTED TO EXISTING ANTENNA FROM ZERO TO I N F I N I G Y MOUNTING FRAME (TYP.) 5 TOP OF EXISTING PARAPET the solutions are endless QEXISTING/NO CHANGE SPRINT 800 MHz HYBRID HYBRID HYBRID ELEV. = t40-0 A.G.L. " �SH0FFMAN0ESTATE5,ILGINS RD. 160169TE 0 RRUS MOUNTED TO EXISTING ANTENNA Phone:647-646-406a I Fax:616-690-0]9] MOUNTING FRAME (TYP.) Q ww.w.iI1 sT.-9m QJOB NUMBER 499-035 g EXISTING SPRINT 2500 MHz RRUS TO sITEAco- BE REMOVED (TYP.) = 5 QEXISTING/NO CHANGE _ _.—.— BUILDING sma rtl ink Q7 EXISTING/NO CHANGE HYBRID CABLE �I 11410 NE 122ND WAY, E 102 K RKLAND,WA 98034 Q EXISTING/NO CHANGE L m VERTICAL CABLE TRAY �_�_ ENGINEERING LICENSE: Q9 EXISTING/NO CHANGE SPRINT EQUIPMENT AREA GROUND LEVEL '�, JOB ON GROUND LEVEL = t ELEV. 0- A.C.L. ti 5' 0 5' 10' 20' /'� SCALE: 22'x34:SHEET 1� = 10;-0: L EXISTING EAST ELEVATION SCALE: 11 x17 SHEET 1 = 20-0 ` IN FED, d r O 4Q 5399 NEW SOUTH ELEVATION KEYNOTES 'SrONA ti /20/1 EXISTING/NO CHANGE SPRINT PANEL DRAWING NOTICE: ANTENNAS(TYP) THESE DOCUMENTS ARE CONFIDENTIAL AND ARE 1A ANEW Sa10d1IT Awo PANEL ANTENNAS, IMTH THE SOLE PROPERTY OF SPRINT AND MAY NOT BE AS510LTATID EQLdPAIENT AIDVINTo To REPRODUCED,DISSEMINATEDORREDISTRIBUTED D70STAVC ANTENNA MOUNTING FRAME— WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. SEE SHEFT A-4 EXISTING/NO CHANGE ANTENNA 4 Q TOP OF EXISTING ANTENNAS„ REVISIONS MOUNTING FRAME 1 ELEV. = i49-OF A.G.L. DESCRIPTION DATE BY Q3 EXISTING/NO CHANGE SPRINT 1900 RRUS 2 3 ICW OF N£W ANTENNAS 1A G OF EXVSIING ANTENNAS n MOUNTED TO EXISTING ANTENNA MOUNTING QfV, 146_9 A GL — � FRAME (TYP.) 5 Q4 EXISTING/NO CHANGE SPRINT 800 MHz O�N£W ANTENNAS TOP OF RRUS MOUNTED TO EXISTING ANTENNA ELEV= 45-0 A.GL EXISTING PARAPET MOUNTING FRAME (TYP.) FIYBRID HY ID HYBRID Q H BR D HY RID HYBRI J ELEV. = ta0-OT A.G.L.-�' 5 AEW RE SARMT AlW HYBRID CABLE IA O VISED PER MODS DESIGN 9/20/19 EP 0 REVISED PER COMMENTS 5/1/I8 EP B (Y ISSUED FOR REVIEW 4/30/18 FP A QEXISTING/NO CHANGE �} B r SITE NAME: BUILDING = FTE SMOKEY POINT Q7 EXISTING/NO CHANGE 7 — I?UCR NOUNTS HASBEEN SPRINT HYBRID CABLE sPRINr SITE n: flNIGY. R£fER 7D DESIGN ANALYSIS DATFD SEO3XC229 EXISTING/NO CHANGE —— TO CONSMUCTION VERTICAL CABLE TRAY ofI SITE ADDRESS: 16404 SMOKEY POINT B L V U EXISTING/NO CHANGE SPRINT EQUIPMENT AREA ARLINGTON,WA 98223 ON GROUND LEVEL GROUND LEVEL SHEET DESCRIPTION: ELEV. = t0-0 A.G.L. EAST ELEVATIONS s SHEET NUMBER A_3. 1 SCALE; 22x34 SHEET 1' 10-0, NEW EAST ELEVATION SCALE: ,, x,7 SHEET 20-0 ( IN FEET, PLANS PREPARED FOR: ,o PANEL ANTENNAS _ 28 Sprint )O� � 15395 BE 30TH PL yh 5 BELLEVUE,WASHINGTON 98007 EXISTINGMO " ryC'y PLANS PREPARED BY: ANTENNA (-n?.)CHANGE SPRINT PANEL y�J t 2 3 I N F I N I G Y� NEW SPRINT MIMO PANEL ANTENNAS MOUNTED 1 A TD DOSDNO ANTENNA MOUNTING FRAME V FROM ZERO TO INFINIG Y REPLACE IXSTINO PIPE AS REQUIRED /" the solutions are endless 2500 W.%11INS R0, SUITE 500 2 HOFFM AN ESTATES, IL 6-69 EXISTING/NO CHANGE SPRINT 1900 RRUS MHz 4 ` 26 phone: 847.648.4068 1 Fax: 518-690-07- MOUNTED TO EXISTING ANTENNA MOUNTING winlsy•com FRAME (TYP.) 2A 28 3 JOB NUMBER 499-035 QEXISTING SPRINT 2500 MHz RRUS TO BE SITEACQ: REMOVED (TYP.) 28 \\ 2B RRIUS MOUNTED TOGEX STING ANTENNA NAz 2B 4 SPRINT 2 smartlink MOUNTING FRAME (TYP.) 0 Q EXISTING ANTENNA MOUNTING FRAME TO BE 3 \MODIFIED — SEE STRUCTURAL DESIGN FOR 11410 WAY,STE,102 KIR DETAILS KLAND,AND,WA 98034,- 2A EXISTING/NO CHANGE ANTENNA e`' 2B ENGINEERING LICENSE PIPE MOUNT TO REMAIN (TYP.) �.11 QEXISTING/NO CHANGE SPRINT 800 MHz 5 4 FILTER MOUNTED TO EXISTING ANTENNA ��" 4 �� OF WASj�l��'), MOUNTING FRAME (TYP.) Q 5 1� NEW 04 OROISS PT Mt W SLEED&(TYP.) NEW 10"0 PT WOOD SEE 90(M.) q t �A� EXISTING ANTENNA PLAN _ s•o sF 2 r� B 3981 NEW ANaE(TYP.) SCALE:1 i174•SHEET SHEET 3/16'-'1-0" I( IN FM 2 �O 5 GIs a+ 9 SSjONAL E� 9/20/1 8 DRAWING NOTICE: PANEL ANTENNAS ti 7 Az=--ml THESE DOCUMENTS ARE CONFIDENTIAL AND ARE f� 5 THE SOLE PROPERTY OF SPRINT AND MAY NOT BE vy REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF 28 SPRINT 2 9f t RENSIONS 6 DESCRIPTION DATE BY REV L1 I / 2 28 .1 1 28 2B �/ -� Q REVISED PER MODS DESIGN 9/20/19 EP 0 29 REVISED F REVIEW PER COMMENTS ENTS 5/1/18 EP B 4/30118 F.P A _ 3 A SITE NAME: 8 2 28 r SMOKEY POINT \- SPRINT SITE q: 3 'A SE03XC229 Q� SITE nODRESS 4 5 3 16404 SMOKEY POINT BLS'l a� ARLINGTON,WA 98223 SHEET DESCRIPTION: 7 G 5 ANTENNA LAYOUT 7 SHEET NUMBER: ANTENNA PLAN KEYNOTES SCALE: 3 NEW ANTENNA PLAN SCALE: 22'xJ4'SHEEP J/B'�= ,-o•• A �r SCALE 11'x17"SHEEP 3/15 1-0 NONE IN FEET) NOTES ,. N'.PREPARED FOR. Sprint 1. CONTRACTOR IS TO REFER TO SPRINTS EXISTING ANTENNA CABLE SCHEDULE EXISTING CABLE SCHEDULE MOST CURRENT RADIO FREQUENCY DATA ANTENNA RRU FILTER HYBRID CABLE HCS COAX SHEET (RFDS) PRIOR TO CONSTRUC70N SECTOR MODEL SIZE AZIMUTH RAD CENTER FREQUENCY QTY. MODEL QTY. MODEL QTY, LENGTH OTY. TYPE LENGTH 15395 SE NGTo 2. C N ABLE LENGTHS ARE APPROXIMATE. BELLEvuE.wASHINcrN 9BOB7 Al -- -- __ __ __ _= CONTRACTOR TO FIELD VERIFY CABLE A2 ETCR-654L12H6 84.9" 90' 45'-0" 800 1900 2500 MHz 2 1 1 800/1900 2500 MHz 1— 800 MHz =_ __ — LENGTHS PRIOR TO ORDERING, A A3 -- -- _ FABRICATION, OR INSTALLATION OF PLANS PREPARED BY: B; -- __ __ j BOLD-INDrA7ES NEW EDUIPMENT I N F I N I G Y8 82 ETCR-654LI2H6 84.9" 800 1900 2500 MHz 2 1 1 B00 1900 2500 MHz 1 800 MHz 3 EXISTING g 83 210. 45'-0" __ __ __ FROM ZERO TO INFINIGY -- -- -- -- the solutions are endless -- -- -- -- -- -- -- _ __ _ 2500 W HIGGINS R0.SUITE 500 __ __ -- -- HOFFMAN ESTATES,IL 60169 C C2 ETCR-654L12H6 84.9" 800 1900 2500 MHz 2 1 i 800 1900 2500 MHz I 800 MHz =_ __ -- Pn"" eaT-µae-90ee I Fax: ste-ego-oT9a 330' 45'-0" W.larla109-m ,LOB Ruumt 4�-au -- -- -_ -- -- -- -- SITE 4CQ'. NEW ANTENNA CABLE SCHEDULE NEW CABLE SCHEDULE SECTOR ANTENNA -- — RRU— — FILTER— HYBRID CABLE HCS COAX smartlink MODEL SIZE AZIMUTH RAD CENTER FREQUENCY(MHz) QTY. MODEL QTY. MODEL QTY. LENGTH QTY. TYPE LENGTH ��,// Al -- -- -- -- A A2 ETCR-654L12H6 84.9" 90' 45-0' 800 1900 MHz 2 1 800 1900 MHz 1 800 MHz =_ _— — A3 M-M11I0 4LJ MHz -- -- -- _— —_ 11410 IR LAND122N WAY,STE.102 KIRKLAND,WA 98034 62 ETCR-654L12H6 84.9" 800 1900 MHz 2 1 800 1900 MHz 1 800 MHz 3 EXISTING -- -- B g3 M-M1M0 41.3 210' uI-O' 2.500 MHz -- (1) MIMO HYBRID f��O' -- - - ENGINEERING LICENSE: CI -- -- -- -- -- -- -- -- -- -- 4�t R. Jolt C2 E CR-654L12H6 84.9" 800 t900 MHz 271 800 1900 MHz 1 800 MHz Q �_0. -- -- -- -- -- -- -- �tl, O WAS/t�� ), C3 M-M1M0 41.3 1500 MHz � t � �' ,Q O �vw .�c �cts�5398181 ANTENNA SCHEDULES T _- �SsfortALti�'U 19.6" /20/19 NOTES MANUFACTURER: SAMSUNG 1. NEW ANTENNA TO BE MOUNTEDI�DEL- M-MIMO TO 3"0(NON)SCH 40 PIPE MAST. CONTRACTOR TO ANTENNA WEIGHT- 65 KG DRAWING NOTICE: VERIFY PIPE MAST SIZE AND SCHEDULE AND UPGRADE BBU WEIGHT- 15 KG THESE DOCUMENTS ARE CONFIDENTIAL AN D ARE F REWIRED. TOTAL WOGHT• 176.36 LBS, THE SOLE PROPERTY OF SPRINT AND MAY NOT BE I RRU CABLING TO BE CONNECTED PER RF DATA ANTENNA PIPE DIMENSIONS: 41.3' x 19.6' X 5.5a REPRODUCED,DISSEMINATED OR REDISTRIBUTED 2.SHEET, PROVIDED BY RF ENGINEER. MOUNT FREQUENCY: REFER TO RF WITHOUTTHE DATA SHEET EXPRESS WRITTEN CONSENT OF SPRINT. � REVISIDW;' 19 6" DESCRIPTION DATE BY NEW MIMO / PANEL / ANMVNA 1 �{ REVISED PER NIODS DESIGN 9/20/19 EP 0 7 REVISED PER COMMENTS 5/1/18 LP B ISSUED FOR REVIEW 4/30/18 F.P �� r SITE NAME: EXISTING 800 MHz RRU I SMOKEY POINT MOUNTED TO EXISTING ANTENNA PIPE SPRINT SITE 11: SE03XC229 EXISTING ANTENNA SITE ADDRESS: FRAME 16404 SMOKEY POINT BL\ 1 ARLINGTON,WA 98223 NEw 1OX10 WOOD / qME?_ SEE SHEET DESCRIPTION: / 31RUCXWAL DESIGN —_ AN FOR DErucs ANTENNA SCHEDULE AND DETAILS ROUT SHEET NUMBER: SCALE �: 3 PANEL ANTENNA DETAIL j A-4. 1 NOT USED NONE 4 ANTENNA MOUNTING DETAIL NONE PLANS PREPARED FOR: Sprint 15395 BE 30TH PL BELLEVUE.WASHINGTON 90007 PLANS PREPARED BY: INFINIGY& FROM ZERO TO INFINIGY the solutions are endless 3500 W.HIGGINS RD.SUITE 500 HOFF.AN ES T ATES,IL 10119 Phone:BC]-14B-a0fiB I Fax:5I9-690-0791 w.ln llnl BY.com =KIM499 035 SITE ACC: 0 smartlink EXISTING SLED 11410 NE 122NO WAY,STE.102 KIRKLAND,WA 98034 NEW 10X10'NUW SLEEPERENGINEERING LICENSE: N g.JO ROOFING MEMBRANE 4 00 WAsgl�S'),O EVfRGUARD BONDING O DRILL-MC PEA 7Es AND ADHES E w co SOM MSrALLED PER MAMIFACRIRERS SPEC'S NEW 41W WOO -OUIKPRIM£PLUS OR EraWAL CC 17N000S BEAD OF NEW SIMPSON'STRONG �0� ctsr��9�y` LAP SEALANT 77E JaST HANGER SSroN�t�� /20/19 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE EXISTING TPO ROOF EXISTING TPO ROOF THE SOLE PROPERTY OF SPRINT AND MAY NOT BE y MEMBRANE NEW X1?'LAG MEMBRANE REPRODUCED,DISSEMINATED OR REDISTRIBUTED 70—NEW X1?'LAG � WITHOUT THE EXPRESS WRITTEN CONSENT OF SCREW AT SLED SPRINT REINOVE E70s7Mc ROAD SCREW A SLED REWOW E)9S17NG ROOF CONNEVION SSE SIV7MNG SO BLOCKMG CAN O SMINEC7IA SEE EXISTING ROOF SWEARING SO BLOCKING CAN FOR DETAIL DESIGN —EXISTING ROOF BE INSTALLED S�R DEIAILL DES7pV SHEATHING V.I.F BE INSTALLED FOR DETAILS SHEATHING V.I.F REvisloNs: �F�DETAILS DESCRIPTION DATE BY REV REPLACE E70S7MG PLt7N PL 7C0 REPLACE D951ING MOOD I NEW DaABLE 2710' N17N NEW 70 MA70N EVS77NG J' NEW DOUBLE?"0' MI7N NEW TO MA 7Ch'EX/S7ING— W20D BLOCKING IN N1000 BLOCKING IN BETHEEN EVS7ING BETMEEN EXIVING NOOD ROOF JWr WOOD ROOF JaST REVISED PER MODS DESIGN 920/19 EP REVISED PERCOMMENTS 5!1/IS EP B ISSUED FOR REVIEW 4130hS EP A r SITE NAME: I SMOKEY POINT SPRINT SITE/:. SE03XC229 SITE=.CORM 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: SLEEPER FLASHING DETAILS SHEET NUMBER: A-4.2 SLEEPER FLASHING DETAILS NONE PLANS PREPARED FOR: Sprint (I NEW PANEL ANTENNA PER SECMR Q 15395 BE 30TH PL BELLEVUE.WASHINGTON 98007 NEW VMPER CABLES PLANS PREPARED BY: INFINIGY9 II FROM ZERO TO INFINIGY iL the solutions are endless 2 5No FFM ANGE S T ATES, IL SUITE601690 Phone:B4]-648-4068 I Fa 518-690-0793 ww.lnli ni B9•c om EXIST ,TDB M MMR 499-M SPRINT 1 E)QSTING/NO Val;" INSULATED GROUND OR HYBRID SITE ACO: L - OUTEAK UNIT 1 I� 1 EXISTING 1 INSULATED GROUND Of AS B MU�— LF I I I sma rtl i n k 1 NEW g INSULATED AROUND OR AS VECIfIED i 1 11410 NE 122ND WAY,STE.102 KIRKLAND.WA 98034 1 NEW AIMPER CABLES 1 1 EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT NEW RIPER SEVIV RRRI 1 ENGINEERING LICENSE: 1 INDIVIDUAL SECTOR - 4"X12"XI/4" SOLID COPPER 1 EXISTING 4��.JON� 1 EXISTING/NO CHANGE INSULATED GROUND POWER/FIBER CABLES ' �� Q� WAS�yl�S 0 1 EXISTING/NO CHANGE CABLE TRAY/TOWER I EXISTING I L - BREAKOUT CYLINOER1 aQ I EXISTING HYBRID CABLE 1 EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB AT 1 BASE N AR OUI MENT - 4 12 X1 4 SOUD COPPER I 1 secTDR �• I 1 gyp+{` •pFC5139�ti� NEW HYW RCABLE TO vf7Rv RC)UnNC PRIOR ICI CONSTRUCIIAN ( EXISTING NO CHANGE 1" FLEX C. 1 2 SOLID BARE TINNED •G• I /20/19 1 I NEW HVIM CA&E DRAWING NOTICE: 1 _E&S NO CHANGE MAIN GROUND ROD, VERIFYjaEXX1STTn1NG/NO OUND RING AND MEETS 5 OHMS I I 1 CCONFM ONTRA R IC! I � (P` THESE DOCUMENTS ARE CONFIDENTIAL AND ARE 1 O HA " F X C. 1 I BAR T1NN D PRNIR ICl CLWSRRC/CIIGW THE SOLE PROPERTY OF SPRINT AND MAY NOT BE IREPRODUCED,DISSEMINATED OR REDISTRIBUTED COPPER CAD WELULUS 1 O CHANG MGB MOUNTED 1 I I EXISTING HYBRID CABLE WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. 1 1 0 CHANGE INSULATED GROUND REVISIO DESCRIPTION DATE BY REV I N a CHANGE TELCO GRWND BUS w I 1 I I 1 W I 1 EXISTING LLI NO CHANGE 2 INSULATED GROUND OR ZL) REVISED PER MODS DESIGN 920119 EP AS I Y UIPM N MANU AC R R Q REVISED PER COMMENTS 5/I/IS EP P NEW DC FIBER CABLE EXISTING/NO CHANGE ISSUED FOR REVIEW a/sons EP A 1 N A I CABINET SPRINT CABINET r SITE NAME: \ iEXISTING CHANGE COAX TO BE REMOVED WHERE OCCURS F SMOKEY POINT WSPRINT SITE#: ExlsnNc/No SE03XC229 CHANGE SPRINT [SITE ADDRESS: CABINET 16404 SMOKEY POINT BLVD GENERAL NOTES: ARLINGTON,WA 98223 1.lPLICE 011101 D CONNEanow SHEET DESCRIPTION: 1 FOLLOW 0=0AL OA91Le 1 ANLOW UIRMI4 MEOMM 1NN7101LR MPEW a ALL s6LIAM OMM WM TO K SnIM .MM WK UMM►m1ED OT ERNM GROUNDING PLAN& 4.7W D TYPC&FOR OW sM'=OF WDIIIIK4 see PlAN9 FM MI>,ee1e OF SWITI s. SINGLE LINE DIAGRAM L Mlrweot OF 0)AX 0 DIAORA1M11C. 9L eXWM OrLMM AND bISINO 7MA4 MDT SmIN!FOR CL4R" SHEET NUMBER: 7.m1m 8P w 911 ORO m m MOHM [COAX & GROUNDING SYSTEM SCHEMATIC s�E 2 DC/ FIBER/ COAX SINGLE LINE DIAGRAM , A-S GENERAL NOTES: SPECIAL INSPECTIONS NOTES: PLANS PREPARED FOR: \� 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED 13Y THE OWNER AND LOCAL/STATE/COUNTY/CITY BUILDING CODES, AS WELL AS ANSI/TIA-222 STANDARD, AWWA-D100 APPROVED BY THE JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN Sprint STANDARD, NDS, NEC, MSJC, AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, ACCORDANCE WITH THE THE GOVERNING BUILDING CODE, APPLICABLE SECTION(S) AS UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING CONSTRUCTION WORK: 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. a. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY). - PLANS PREPARED BY: 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS b. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) TO BE I N F I N I G Y EXPERIENCED IN SIMILAR CONSTRUCTION. TIGHTENED PER "TURN—OF—THE—NUT" METHOD. 4. ALL NEW WORK SWUl ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS ARE FOUND, c. MECHANICAL AND EPDXIED ANCHORAGES. FROM ZERO TO I N F I N I G Y CONTRACTOR SWILL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. the solutions are endless d. FIBER REINFORCED POLYMER. 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND 2500OF MAN EST TES,SUITE 500 SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE •THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE HOFJOB N ESTATES,IL 60169 SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION APPROVED DESIGN DOCUMENTS IS BEING INSTALLED. me NUMBER a99-9�s AND/OR CONSTRUCTION. -THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES SITE ACO: 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS ARE PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY THE SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE MANUFACTURER. STRUCTURE DURING CONSTRUCTION. TIA-1019—A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE sma rtl i n k DESIGNS MEETING TU1 STANDARDS. THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS •THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. ACCORDANCE WITH THE APPROVED DESIGN DOCUMENTS. 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING 11410 NE 122ND WAY,STE.102 PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER UNLESS THE FABRICATOR IS KIRKLAND.WA 98034 APPROVED BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECK B. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION. CONTACT INFINIGY INSPECTIONS. ENGINEERING LICENSE: - ENGINEERING IF ANY DISCREPANCIES EXIST. MAXIMUM ALLOWABLE ANGLE CLIP ♦'oy V, qta STEFI CONSTRUCTION NOTEC; aF WAS/!/ G� 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. h �- 2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SWILL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC P- RAC9 14 GALVIUTE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS' RECOMMENDATIONS. 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SWILL BE STANDARD �`sS10NALE�G HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE 4. ALL EXTERIOR STEM. WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. NOT TO ENCROACH ON BOLT HOLE r _ �/�Q/� 09-20-19 5. ALL STEEL MEMBERS AND CONNECTIONS SWILL MEET THE FOLLOWING GRADES: DRAWING NOTICE— • ANGLES, CHANNELS, PLATES AND BARS TO BE A36. Fy=36 KSI, U.N.O. • W SHAPES TO BE A992. Fy=50 KSI, U.N.O. AND • RECTANGULAR HSS TO BE A5DO, GRADE B. FY=46 KSI, U.N.O. ARE SOLE PROPERTYENTS ARE CONFIDENTIAL M ARE THE SOLE PROPERTY OF SPRINT AND MAY • ROUND HSS TO BE A500, GRADE B. FY-42 KSI, U.N.Q. NOT REPRODUCED,DISSEMINATED OR REDISSTRIBUTED WITHOUT THE EXPRESS • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O. WRITTEN CONSENT OF SPRINT. • BOLTS TO BE A325—X. Fu-120 KSI, U.N.O. • U—BOLTS AND LAG SCREWS TO BE A307 GR A. Fu=60 KSI, U.N.O. REV1810N6: • ANCHOR RODS TO BE A307 GR A. FU=60 KSI, U.N.O. DE8CRIPTKIN DATE BY REV 6. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES, U.N.O. 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. B. ALL HILTI ANCHORS TO BE CARBON STEEL. U.N.O. • MECHANICAL ANCHORS: KWIK BOLT-TZ, U.N.O. • CMU BLOCK ANCHORS: ADHESIVE - HY120, U.N.O. • CONCRETE ANCHORS:ADHESIVE - HY150, U.N.O. • CONCRETE REBAR: ADHESIVE - RE500, U.N.O. 09r2W19�DVA A ISSUED FOR REVIEW 9. ALL SUDS TO BE NELSON CAPACITOR DISCHARGE 1/4'-20 LOW CARBON STEEL COPPER—FLASH AT SITE NAME 55 KSI ULT/50 KSI YIELD, U.N.O. SMOKEY POINT 10. BOLTS SWILL BE TIGHTENED TO A 'SNUG TIGHT' CONDITION AS DEFINED BY AISC. SPRINT SITE 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. SE03XC229 WOOD CONSTRUCTION NOTES: -SITE ADDRESS: 1. ALL EXISTING WOOD SHAPES ARE ASSUMED TO BE DOUGLAS FIR-LARCH WITH A REFERENCE DESIGN 16404 SMOKEY POINT BLV BENDING VALUE OF 1000 PSI MIN. ARLINGTON,WA 98223 2. ALL PROPOSED WOOD SWIPES ARE TO BE DOUGLAS FIR—LARCH WITH A REFERENCE DESIGN SHEET DESCRIPTION: - BENDING VALUE OF 1000 PSI MIN. U.N.O. 3. ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F-1.8C DOUGLAS FIR GENERAL NOTES BALANCED W(IH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN. U.N.O. SHEET NUMBER:— S-1 5 PLANS PREPARED 1111: 93 Sprint �1 15395 SE 30THPL �r^ BELLEVUE,WASHINGTINGTON 96007 PLANS PREPARED BY: -3 F INFINIGY8 (V.I. 1 — — — — — FROM ZERO TO INFINIGY the solutions are endless 2500 W.HIGGINS RD.,SUITE 500 HOFFMAN ESTATES,IL 60169 =1 I > I JOB NUNBFR 499-035 > SITE ACO: r-T" - IY.I.F.1 smartlink 1141G NE 122ND WAY,STE.102 KIRKLAND.WA 98034 L SEE SHEET S-5 F- .� I ENGINEERING LICENSE: - 0( V. q(Gr wnsy��POG� L EXISTING ROOF I I ALPHA SECTOR :40'-O" AZIMUTH 90° SEE SHEET S-5 A.G.L. I I AAQ ��.cF Q STFR�G���'�� F- — — — — — — S%NAL ' m i J > �w 09-20-19 SEE SHEET S-4 DRANANG NOTICE: \ 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. (V.I,F.) 7n LL REVISIONS: DESCRIPTION DATE BY REV L I V.I.F.) (V I F.) y�h P ISSUED FOR REVIEW a-I. A r SrrE NAME SMOKEY POINT SPMNT SITES: SE03XC229 - ---�- - — - SITE ADDRESS.. \ 6404 SMOKEY POINT BLV `-- EXISTING RECEIVING ARLINGTON,WA 98223 ENTRANCE SHEET DESCRIPTION: ME PLAN OVERALL ROOFTOP PLAN SHEET NUMBER: S-2 PLANS PREPARED FOR: EXISTING ANTENNAS \� NOT SHOWN FOR CLARITY Sprint' PROPOSED 1 15395 SE 30TH PL ELLEVUE, 5/8"DIA.LEG SCREW x 6"LONG B WASHINGTON 96007 @ 18"AROUND FRAME BOTTOM PERIMETER,6"FROM ENDS �'l PLANS PREPARED BY: PROPOSED TOP RAIL ANGLE I N F I N I G Y8 L2 1/2x2 1/2x3/16 x 6'-11"LONG(TYP. 2) � o - � o (SEE DETAIL AI LBO FROM ZERO TO INFINIGY 1--3- the solutions are endless (V-I-F) 2500 W.HIGGINS RD.,SUITE 500 HOFFMAN ESTATES,IL 60169 JOB NUMBER 499-035 SITE ACO: PROPOSED 5/8"DIA,LEG SCREW x 6"LONG _ @ 18" AROUND FRAME BOTTOM PERIMETER,6"FROM ENDS EXISTING FRAME >r smartlink 11410 NE 122NO WAY,STE.102 KIRKLAND.WA 98034 PROPOSED 4X4 CROSS PT WOOD SLEEPER ENGINEERING LICENSE: (TYP. 3) REMOVE EXISTING CONCRETE BALLAST �K. AND DISPOSE L\kr e2 9e e IOlt PROPOSED ANGLE 12 1/2x2 1/2x3/16 x 6'-11"LONG PROPOSED 1OX10 PT W000- �� RF49..10 <cr� (SEE DETAIL A) SLEEPER(TYP 21 GCS C($'('tr R1 PLAN VIEW S�ONAL�N 09-20-19 — EXISTING FRAME DRAWING NOTICE: 3 1/4"MIN, THESE DOCUMENTS ARE CONFIDENTIAL AND PROPOSED 4X4 CROSS PT WOOD SLEEPER ARE THE SOLE PROPERTY OF SPRINT AND MAY PROPOSED 1OX10 PT WOOD (TYP.) NOT BE REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS SLEEPER(TYP. 2) WRITTEN CONSENT OF SPRINT REVISIONS: PROPOSED 4X4 CROSS PT WOOD SLEEPER DESCRIPTION DATE BY IRE] (TYP.3) � PROPOSED PROPOSED BOTTOM RAIL ANGLE PROPOSED iTYP;N HU44/HUC44 OR SIMILAR) L2 1/2x2 PROPOSED 1/2x3/1 x BOTTOM 6'-11 LONG(TYP.21 5/0" DIA LAG SCREW x 6"LONG(TYP.) - ' (SEE DETAIL A) EXISTING ANTENNA FRAME - z PROPOSED 1OX10 PT WOOD---y SLEEPER(TYP.) ISSUED FOR REVIEW 09120119 JDVAA 3D VIEW SECTION B-B SITE NAME: 3/8-_F 0 1/2" 1'-0" SMOKEY POINT SPRINT SITE At 6'-11' -- PROPOSED 1/2"DIA WASHER WITH NUT SE03XC229 (V.I F.) PROPOSED ANGLE (TYP 7) 3"MAX. 3' MAX. L2 1/2x2 1/2x3/16 x W-11"LONG SITE ADDRESS: 6404 SMOKEY POINT BLV >r ® ® ®. -- PROPOSED 1ED 1/2"DIA BOLT ARLINGTON,WA 98223 �\ dAl EXISTING FRAME RAIL E0. E0. SHEET DESCRIPTION: PROPOSED ANGLE L2 1/2x2 1/2x3/16 x 6'-11"LONG - - MOUNT MODIFICATION PROPOSED 1/2" DIA,BOLT @ 13" O.0 L2 1/2x2 1/2x3/16 x 6'-11"LONG (TYP.) DESIGN (TYP.7) (TYP.) REPEAT FOR ALL SECTION A-A DETAIL A 3 SECTORS SHEET NUMBER: 1-, r-o^ I I S-3 r l PLANS PREPARED FOR: PROPOSED 4'-0"(TYP.) 5/8" DIA,LAG SCREW x 12"LONG Sprint' (TYP. 12) N.I.F.) 1!00 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 7Z PLANS PREPARED BY: INFINIGY9 FROM ZERO TO INFINIGY } the solutions are endless r• � 2500 W.HIGGINS RD.,SUITE 500 HOFFMAN ESTATES,IL60169 o JOB NUMBER 499-035 SITE ACD: Udo _ e smartlink 11410 NE 122ND WAY,STE.102 KIRKLAND,WA 98034 - - `— 00 - _ ENGINEERWG LICENSE: Vjy V. b p, F WAS G� LL—N a ea � :J h s e �SS�ONAI.ENG� vo 09-20-19 EXISTING DRAWING NOTICE: \ ANTENNA FRAME • EXISTING r THESE DOCUMENTSARE CONFIDENTIALAND TJI 2 3/8"x1 1/2"x 18" a ARETHE SOLE PROPERTY OF SPRINTAND MAY W/ NAILS(TYP.) r F NOT BE REPRODUCED,DISSEMINATED O — REDISTRIBUTED WITHOUT THE EXPRESS — WRITTEN CONSENT OF SPRINT. 0 REVISIONS: oe DESCRIPTION DATE BY REV o• PROPOSED �\ - (2)2X10 BLOCKING (TYP.) \ so o � ° ISSUED FOR REVIEW 09/m/19 DVA A PROPOSED PROPOSED (SIPSON LUS40 OR SIMILAR) SITE NAME. 4X4 CROSS PT WOOD SLEEPER (TYP,) r SMOKEY POINT (TYP 3) - - _- - - SPRINT SITE is SE03XC229 PROPOSED 1OX10 PT WOOD SITE ADDRESS: SLEEPER ITYP.21 16404 SMOKEY POINT BLV ARLINGTON,WA 98223 ROOF REINFORCEMENT AND FRAME CONNECTION SHEET DESCRIPTION: PLAN VIEW ALPHA DESIGN SECTOR 3/8"=V-0" SHEET NUMBER: S-4 PLANS PREPARED FOR: - Sprint 15395 BE 30TH PL BELLEVUE,WASHINGTON 96007 W-O"(V.LF.I PLANS PREPARED BY: (TYP.) INFINIGY9 FROM ZERO TO INFINIGY the solutions are endless 2500 W.HIGGINS RD..SUITE 500 HOFFMAN ESTATES,IL 60169 JOB NUMBER 499-035 SITE ACQ: smartlink PROPOSED 5/8" DIA.LAG SCREW x 12"LONG (TYP.12) 11410 NE 122ND WAY,STE.102 KIRKLAND,WA 98034 —ENGINEERING LICENSE: �?JY v q�6 — EXISTING } — ANTENNA FRAME \yQ y 49210 cv O)xF SS�ONALti�O o � 09-20-19 DRAWING NOTICE: THESE UMENTS ARE CONFIDENTIAL AND O ARE THE SOCLE PROPERTY OFF SPRINT AND MAY PROPOSED NOT BE REPRODUCED,DISSEMINATED OR (Z)2X10 BLOCKING \ REDISTRIBUTED WITHOUT THE EXPRESS (TYP.) WRITTEN CONSENT OF SPRINT. REVISIONS. o DESCRIPTION DATE BY REV O O — EXISTING PROPOSED— TJI 2 3/8"xl 1/2-x18- 4X4 CROSS PT W000 SLEEPER W/NAILS(TYP.) (TYP. 3) ISSUED FOR REVIEW 0920119 DVA A �o o r SITE NAME: SMOKEY POINT PROPOSED —� SPRINT SITE#: (SIPSON LUS48 OR SIMILAR) (TYP) SE03XC229 SITE ADDRESS: PROPOSED 10X10 PT WOOD 6404 SMOKEY POINT BLV SLEEPER(TYP. 2) ARLINGTON,`VA 98223 ROOF REINFORCEMENT AND F _ AME CONNECTION SHEET DESCRIPTION: R BETA&GAMMA SECTORS PLAN VIEW DESIGN SHEET NUMBER: 3/8" =P-0" S-5 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 ` PHONE; (360) 403-3551 BUILDING PERMIT Address:16404 Smokey Point Blvd Permit#:2854 Parcel#:31052900101500 Valuation:20000.00 OWNER APPLICANT CONTRACTOR Name:PREWITT LARRY G Name:[Company Name] Name:KMM Telecommunications Inc Address: 14721 EVERGREEN WAY Address:[Company Address] Address: City,State Zip:STANWOOD,WA 98292 City,State Zip:Bellevue,WA 98292 City,State Zip:, Phone:360-333-6125 Phone:425444-1269 Phone:503-569-0866 LIC:KMMTETI858L4 EXP:08/16/2021 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: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: 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 Arlington must be reported on your sales tax return form and coded City of Arlingjpa43101. ghat Print Name Date Released By D e CONDITIONS ALL STRUCTURAL REVISIONS TO BE INSPECTED PRIOR TO COVER. ADHERE TO APPROVED PLANS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES 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 11/05/2019 Building Plan Review Fee $306.71 11/05/2019 Building Permit Fee $471.86 11/05/2019 Processing/Technology Fee $25.00 11/05/2019 Credit Card Surcharge $14.91 Total Due: $818.48 Total Payment: $818.48 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#: 2854 Address: 16404 SMOKEY POINT BLVD City: ARLINGTON State: WA Zip: 98223-8417 Receipt#: 1208397 Date: 10/16/2019 Paid By: Smartlink, LLC Description: Payment Type: Payment Type Description: Check#90266 Accepted By: Kristin Foster Fees Paid Fee Name Description Factor Total Fee Amount Amount Paid Building Plan Review Fee 345.83.00.00 0.00 306.71 306.71 Total: $306.71 Permit#: 623 Address: 16404 SMOKEY POINT BLVD City: ARLINGTON State: WA Zip: 98223-8417 Receipt#: 1134919 Date: 10/16/2019 Paid By: Smartlink, LLC Description: Payment Type: Payment Type Description: Check#90266 Accepted By: Kristin Foster Fees Paid Fee Name Description Factor Total Fee Amount Amount Paid Processing/Technology Fee 341.43.00.02 0.00 25.00 25.00 Zoning Permit 345.89.02.00 0.00 2,300.00 2,300.00 Total: $2,325.00 Permit#: 2854 Address: 16404 SMOKEY POINT BLVD City: ARLINGTON State: WA Zip: 98223-8417 Receipt#: 1208397 Date: 10/16/2019 Paid By: Smartlink, LLC Description: Payment Type: Payment Type Description: Check#90266 Accepted By: Kristin Foster Fees Paid Fee Name Description Factor Total Fee Amount Amount Paid Building Plan Review Fee 345.83.00.00 0.00 306.71 306.71 Total: $306.71 Permit#: 2854 Permit Date: 10/16/19 Permit Type: COMMERCIAL ALTERATION Project Name: Smartlink Applicant Name: Smartlink on behalf of Spring Applicant Address: 15395 SE 30th Place Applicant, City, State, Zip: Bellevue, WA 98292 Contact: Colleen Donahue Phone: 425-444-1269 Email: colleen.donahue@smartlinkllc.com Scope of Work: Replace cellular antennas Valuation: 20000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Opportunity Zone Permit Issued: 11/06/2019 Permit Expires: Form Permit Type: Status: COMPLETE 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 KMM Telecommunications Jason Coulter 503-569-0866 CONSTRUCTION KMMTET1858L4 Inc CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 10/16/2019 Commercial Other BUILDING Fees Fee Description Notes Amount Building Plan Review Table 4-2 $306.71 Building Permit Table 4-1 $471.86 Processing/Technology $25.00 Credit Card Service $14.91 Total $818.48 Attached Letters Date Letter Description 10/16/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/16/2019 Smartlink,LLC Check#90266 Kristin Foster $306.71 11/05/2019 Colleen Donahue 77788251 $496.86 11/05/2019 77788251 CC Surcharge Raelynn Jones $14.91 Outstanding Balance $0.00 Notes Date Note Created By: 11/04/2019 Emailed for contractor information Raelynn Jones 10/16/2019 Contractor TBD Kristin Foster Uploaded Files Date File Name 11/19/2019 5900557-2854 Issued Permit.pdf 11/06/2019 5856997-2854 Application.pdf 10/16/2019 5759074-Smartlink Narrative.pdf 10/16/2019 5759075-Smartlink Plans.pdf 10/16/2019 5759076-Smartlink Site Plan.pdf 10/16/2019 5759072-Smartlink Vicinity Map.pdf 10/16/2019 5759073-Smartlink Application.pdf } p W ; Z C o c O 1 `aY ¢�a�w 0 w w w or y� c �.0 n,t ;.., A. in z w E"'a • l O 1 Yj a o o Z oc .� aZ LU No �GS P � z Q • Z Z a O O W =o — ��- m t �? °�o� N W 0. 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Vj m A y ��my�O 2 ` �0 A 2 _ T D m D m''I R° z ��I `��, M. m A z 3 0 hy�� `ST•q �`7 z �' 1 1 0 <�, m A ^ /� ^� Hy > O 4i Z m O z I*+ Gjt'J .� fit(' I� z m —,/ 31 S A j m ��• O z ] O OOC�Z, • Os1 m N —Jl m� w fO u•Qi� ' °o >Cl) ° 0 °oi C N rI a=3z Z �� Q Z z� `J 1 T I I "e ICI "'n — z o m n o p ! I00 I W yal _ t ° -- COMMERCIAL APPLICATION ,�lj\G10 PERMIT SUBMITTAL 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 delay the review. Application is to add (3) antennas to an existing cellular installation on a commercial building rooftop. 0 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 ❑ NA One (1) Project Specification Manuals (if applicable) ❑ NA One (1) NREC Code Compliance Forms ❑ NA One (1) Special Inspection Requirements Forms ❑ NA One (1) Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural, structural and landscape, and then ROLLED TOGETHER/N 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 ced(Darlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 2015 Page 1 of 9 C�1 Y COMMERCIAL APPLICATION PERMIT SUBMITTAL f� o lrN-C'e 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 9 Y Oft, COMMERCIAL APPLICATION PERMIT SUBMITTAL 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. 0 SITE PLAN— REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing 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. Q 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. NA❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '/d-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. REV 2015 Page 3 of 9 GAMY dO COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360)403-3551 j) Show the location of all new walls, doors,windows, etc. 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. NA ❑ 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. f) Include a lighting fixture schedule. 4. NA ❑ 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. ❑ TBD 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.NA❑ WASHINGTON STATE ENERGY CODE 1. One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E.NA 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 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL 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 ced@arlingtonwa.gov. 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 9 -- COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: SE03XC229 Sprint MIMO Valuation $20,000.00 Project Address: 16404 Smokey Point BLVD,Arlington,WA 98223 Parcel ID#: 3105-290-010-150-0 Legal Description SEC 29 TWP 31 RGE 05S1/3 OF S1/2 OF SE1/4 NE1/4 LY E OF 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 Owner: Larry Prewitt Phone Number: Address: 14721 Evergreen Way City:Stanwood State: WA Zip Code: 98292 Engineer: Infinigy,Eka Priantini Phone Number: 847-648-4068 Cell Phone: E-mail: epriantini@infinigy.com Address: 2500 W Higgins RD.Suite 510 City:Hoffman Estates State: IL Zip Code: 60169 General Contractor:TBD Phone Number Cell Phone: E-mail: Address City: State: Zip Code: Contractor's License Number: Expiration: Contact Person: Phone Number: Cell Phone: E-mail: Address: City: State: Zip Code: Proposed Scope of Work: Sprint is proposing to update their equipment on this building rooftop cell site by: Installing(3)New Sprint Panel Antennas Removing(3)Sprint 2500 MHz Radio Units Installing(1)Sprint MIMO Hybrid Cable Painting new equipment to match existing equipment REV 2015 Page 6 of 9 L�11 r�r' COMMERCIAL APPLICATION a s PERMIT SUBMITTAL !�'v Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360)403-3551 Project Name/Tenant SE03XC229 Sprint MIM0 Site Address 16404 Smokey Point BLVD,Arlington,WA 98223 Bldg/Unit/Suite IBC Construction Type v—B IBC Occupancy Type IJ Description of Use Cellular antennas and radio equipment Building Square Footage NA Number of Stories 5 Square Footage Per Floor NA Modifications are being proposed to the antennas on a rooftop cellular site. Will there be any installation, modification or removal of the following? (Check all that apply) ❑ 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_ NA Installation, changes, modifications or removal of any of the above may require additional submittals, information, or permits during the plan review or construction process. Statement of Special Inspection REV 2015 Page 7 of 9 CITY 0�, COMMERCIAL APPLICATION 1, PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360)403-3551 Name of Project: SE03XC229 Sprint MIMO Project Address: 16404 Smokey Point BLVD,Arlington,WA 98223 Special Inspection Firm: Address: Contact Person: Phone: Email: Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems ( ) Other Specify: All individual inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection is for work that is not covered by the WABO categories, a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City. Revisions and addenda sheets will not be used for inspection unless approved by the City. The special inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution. A weekly shall be submitted to the City; detailing the inspections and testing performed, listing any nonconforming items and resolution of nonconforming items. Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special inspection firm serve in the role as"deputy" City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available, at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site,for review. REV 2015 Page 8 of 9 y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington, WA 98223 • Phone (360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections. No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda. Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained, prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent, shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may void this agreement and the Building Officials approval of the special inspector. In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform in accordance with this agreement may result in a STOP WORK notice being posted on the project, until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner: Date: 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. 0& ��L A-- Applicants Signature Colleen Donahue,Smartlink on behalf of Sprint 10/10/2019 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 2015 Page 9 of 9 smartlink October 10, 2019 Department of Community&Economic Development City of Arlington 18204 59th Ave NE Arlington, WA 98223 360 403 3549 RE: Sprint SE03XC229: Zoning Application Narrative Sprint would like to add(3) antennas to their existing cellular installation on the building rooftop at 16404 Smokey Point BLVD, Arlington, WA 98223. The following changes are being proposed: • Install (3)New Sprint Panel Antennas • Remove (3) Sprint 2500 MHz Radio Units • Install (1) Sprint MIMO Hybrid Cable • Paint new equipment to match existing equipment The proposed work will increase the total antenna count from the existing (3)to (6) antennas. The new antennas will be placed next to the existing antennas on the existing mounting pipes so there will be no increase to the size of the mount area. New sleeper frames will be installed beneath the existing mounts for reinforcement that will be flush to the roof deck, so they will not be visible from the street. Please see the drawings submitted with this application for more details. There will be no increase to the height of the building, and the new antennas will not exceed the height of the existing antennas. The antennas are on a roof top so landscaping requirements do not apply, however, Sprint will paint the new equipment to match the existing equipment. There is no ground work proposed. These improvements are being undertaken in order to ensure the continued technical and economic feasibility of Sprint's facility, and to provide the latest technology to the surrounding users. Please do not hesitate to contact me if you have questions or concerns. I can be reached at the phone number and email address in my signature block. Thank-you, 11410 NE 122"d Way Ste 102,Kirkland,WA 98034 www.smartlinkllc.com smartlink Colleen Donahue @smartlink Authorized Agent for Sprint Real EstatelLeasing &Permitting 7 7470 NE 722"d Way Ste 702 Kirkland, WA 98034 (m) 425-444-1269 colleen.donahue@smartlinkllc.com 11410 NE 122"d Way Ste 102,Kirkland,WA 98034 www.smartlinkllc.com PLANS PREPARED FOR: ri n t j Sp �� 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 PLANS PREPARED BY: Spri ntI N F1 NIGY8 FROM ZERO TO INFINIGY the solutions are endless 2500 W. HIGGINS RD. SUITE 500 HOFFMAN ESTATES, IL 60169 Phone: 847-648-4068 1 Fax: 518-690-0798 SITE NUMBER : SE03XC229 ADDRESS : 16404 SMOKEY POINT BLVD °BNMBER 499035 SITE NAME : SMOKEY POINT ARLINGTON , WA 98223 SITE ACC: SITE TYPE : ROOFTOP COUNTY: SNOHOMISH smartlink RAD CENTER: 45'-0" JURISDICTION : CITY OF ARLINGTON 1141 K NE 122NDIRLAND,WAY,STE.102 KIRKLAND,WA 98034 PROJECT SUMMARY: SHEET INDEX: 1< ENGINEERING LICENSE SITE ADDRESS: SHEET: DESCRIPTION: 16404 SMOKEY POINT BLVD r O �R J� O`{ ARLINGTON,WA 98223 T-1 TITLE SHEET r�'f WAS�j T-2 SPECIFICATIONS& NOTES PROPERTY OWNER: A-1 SITE PLAN N a] O� `O !`Y� O A-2 ENLARGED SITE PLAN V LARRY G. PREWITT A-3 SOUTH ELEVATIONS C 1+ 14721 EVERGREEN WAY A-3.1 EAST ELEVATIONS p d STANWOOD, WA 98292 A-4 ANTENNA LAYOUT (D II I iI O APPLICANT: A-4.1 ANTENNA SCHEDULES AND DETAILS A-4.2 SLEEPER FLASHING DETAILS SPRINT A-5 GROUNDING PLAN & SINGLE UNE DIAGRAM I 15395 SE 30TH PL S-1 GENERAL NOTES BELLEVUE, WASHINGTON 98007 S-2 SITE PLAN • REPRESENTATIVE: TERYLE WIEGEL(425) 761-4323 S-3 MOUNT MODIFICATION DESIGN CONSTRUCTION MANAGER: JIM ZACHARIASEN (425) 387-2404 S-4 ALPHA SECTOR DESIGN l SITE � 53981 S-5 BETA AND GAMMA SECTOR DESIGN � I SITE L/-j O � GISTER 9 �, OCCUING PANCY CLASSIFICATION: U t� II Ii �s`Sj�NAL TYPE OF CONSTRUCTION: TYPE V-B ZONING: HC-HWY COMM'L p 0/19 AREA OF CONSTRUCTION: NO INCREASE AT THIS TIME. PROJECT DESCRIPTION: (D 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 DOCUMENTSARE CONFIDENTIALAND ARE • INSTALL(3) NEW SPRINT PANEL ANTENNAS THE SOLE PROPERTY OF SPRINTAND MAY NOT BE • REMOVE(3)SPRINT 2500 MHz RR US REPRODUCED,DISSEMINATED OR REDISTRIBUTED • INSTALL(1) SPRINT MIMO HYBRID CABLE 'D WITHOUTTHE EXPRESS WRITTEN CONSENTOF • PAINT TO MATCH AS REQUIRED SPRINT. L1 v REVISIONS: THESE PLANS HAVE BEEN DEVELOPED FOR THE MODIFICATION OF AN EXISTING xj W DESCRIPTION DATE BY REV UNMANNED TELECOMMUNICATIONS FACILITY 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 STABILITY ANALYSIS PREPARED BY A LICENSED STRUCTURAL ENGINEER. STRUCTURAL —^I ANALYSIS MUST INCLUDE BOTH TOWER AND MOUNT. '7 CONSULTING TEAM: APPROVALS: �./ 1 �h gl64 REVISED PER MODS DESIGN 9/20/19 EP 0 THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND V REVISED PER COMMENTS 5/1/15 EP B AUTHORIZE THE CONTRACTOR TO PROCEED WITH THE CONSTRUCTION DESCRIBED C — - ISSUED FOR REVIEW 4/30/IA EP A ARCHITECTURAL& ENGINEERING: HEREIN.ALL CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY THE LOCAL - G Ma data 'i171'G90 le Te"^ns BUILDING DEPARTMENT AND ANY CHANGES AND MODIFICATIONS THEY MAY IMPOSE. F [SITE NAME: INFlNIGY ENGINEERING 2500 W. HIGGINS RD. SUITE 510 HOFFMAN ESTATES, IL 60169 SMOKEY POINT PHONE: EKA 648NTINI PRINT NAME SIGNATURE DATE CONTACT:: APPLICABLE CODES: PLAN CHECK COMMENTS: 47) 48-4INI r SPRINT SITE#: PROJECT MANAGER: PROJ. MANAGER ALL WORK SHALL BE PERFORMED AND MATERIALS INSTALLED IN ACCORDANCE 1. I SE03XC229 SMARTUNK, LLC WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY 11410 NE 122ND WAY, STE.102 THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE KIRKLAND, WA 98034 CONST. PM. CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. 2' SITE ADDRESS: PHONE: 749- 16404 SMOKEY POINT BLVD CONTACT:: BRI BRIANNE PETERSENTE RE ENGINEER 1. INTERNATIONAL BUILDING CODE (2015 IBC) 3. 2. TIA-EIA-222-G OR LATEST EDITION ARLINGTON, YY ti��7 A 9098223ZONING: SITE AGO. REP. 3. NFPA 780 - LIGHTNING PROTECTION CODE 4. NATIONAL ELECTRIC CODE (2014 NEC) A SMARTUNK, LLC 5. NATIONAL OR LOCAL APPLICABLE CODES, MOST RECENT EDITIONS 11410 NE 122ND WAY, STE.102 PLAN. CONSULTANT 6. LOCAL AMENDMENTS TO THE ABOVE, WHERE APPLICABLE SHEET DESCRIPTION: KIRKLAND, WA 98034 7. CITY/COUNTY ORDINANCES PHONE: (425) 444-1434 PROP. OWNER 8. LIFE SAFETY CODE NFPA-101 CONTACT: NANCY SEARS COLT SPRINT REP. , TITLE SHEET SHEET NUMBER: Know what's below. Cal before you dig. T- 1 v JW.COESI1.COiT 1 1 PLANS PREPARED FOR: GENERAL SPECIFICATIONS PAINTING NOTES &SPECIFICATIONS STRUCTURAL SPECIFICATIONS \ Sprint 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 ) CONFIRM THAT THE PROJECT CAN BE aCCOMPUSHED AS DESIGNED HEREIN, USE HOPPERS, CHUTES, TRUNKS OR PUMP HOSE SO THAT THE FREE AS WELL AS TO FAMILIARIZE THEMSELVES WITH ALL FIELD CONDITIONS ' TOETHIS EPROJECT SHALLST EDITION OF ABE KEPLL MITNED PLFANABOXFAND SHALL NOVED PLANS T BE USED RECOMMENDEAINING SUFFICIENT FDYBY MANUFING TIME ACTURER FOREEN EXISTING WEATHS WITH OER CONDITIONS.NS ASB. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED 5 FT. AFFECTING THE NEW PROJECT INCLUDING DEMOLITION,ELECTRICAL, OVER GENERAL NOTES AND TYPICAL DETAILS. INFINIGY& 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 D 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,OR DISCREPANCIES BE ONE COMPLETE SET OF PLANS WITH ALL REVISIONS,ADDENDA AND CHANGE MATCH EXISTING ADJACENT SURFACES UNLESS OTHERWISE NOTED C. MATERIAL NOTES AND SPECIFICATIONS ON THE DRAWINGS SHALL FROM ZERO TO INFINIGY FOUND,THE GENERAL CONTRACTOR SHALL IMMEDIATELY NOTIFY IN WRITING, ORDERS ON THE PREMISES AT ALL TIMES.THESE ARE TO BE UNDER THE TAKE PRECEDENCE OVER THE SPECIFICATIONS. REINFORCING BARS SHALL BE STAGGERED WHEREVER POSSIBLE. THE SPRINT CONSTRUCTION MANAGER AND THE ARCHITECT. BY SPRINT. CARE OF THE CONSTRUCTION SUPERINTENDENT. tI1Q$OIUt10115 are Q11dIQ55 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 2500 w. HIGGINS RD. SUITE 500 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 HOFFMAN ESTATES, IL 60169 A DAILY BASIS,EXCEPT FOR THAT SPECIFIED AS THE PROPERTY OF THE Phone: 847-648-4068 Fax: 118-690-0793 SPECIFICALLY DIRECTED OTHERWISE BY SPRINT. E A DISCREPANCY EXISTS OTHERWISE NOTED, CONCRETE COVERAGE FOR REINFORCING BARS TO BUILDING OR PROPERTY OWNER AND SHALL EXERCISE STRICT CONTROL 3. GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY w.i nfinr AND THE PROJECT MANAGER AND ARCHITECT ARE NOT NOTIFIED,THE B. PREPARE PREVIOUSLY PAINTED SURFACE BY LIGHT SANDING WITH NIZ FACE OF BAR SHALL BE AS FOLLOWS: ww g99-0m 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 T WORK.ALL AREAS ARE TO BE LEFT IN A BROOM JOB NUMBER 499-035 CLEAN CONDITION AT 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" &THESE DRAWINGS SHALL NOT BE SCALED AS THESE DRAWINGS ARE INTENDED CONDITION, 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" AT COMPLETION OF WORK SITE ACO: TO BE FOR DIAGRAMMATIC PURPOSES ONLY. FIGURED DIMENSIONS HAVE C. WALL, EXTERIOR FACE 1-1/2" PRE .CEDENCE 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 SHALL 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" I i n k ACCURACY OF DRAWING DIMENSIONS HAS BEEN VERIFIED AGAINST ACTUAL 2& 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 THOS rYl r E 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 11410 NE 122ND WAY,STE.102 28. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 6. WATERPROOFING: WATERPROOFING AND DRAINAGE DETAILS OR INSTALLATIONS OF ANY ADDITIONAL SLEEVES OR CHASES. ALL ENSURE COMPLETE COVERAGE WITH PORES COMPLETELY FILLED. KIRKLAND,WA 98034 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 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 ENGINEERING LICENSE: 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 BE 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 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 T SHALL CONFORM TO ASTM A IS LESS THAN 3-1/2"THICK, UNLESS SLAB IS LOCALLY THICKENED. ,d R,JQ�j -36 AND BE FABRICATED IN � &EXISTING ELEVATIONS AND LOCATIONS SHALL BE VERIFIED BY THE MINIMUM CLEAR DISTANCE BETWEEN COUNDUITS SHALL BE SIX INCHES.SE 4� 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. Q1 .R 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, Y >�+WAA�'� 'l7 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 CURED IN POSITION PRIOR TO 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 32. THE CONTRACTOR SHALL O RESPONSIBLE FOR MAINTAINING ALL SYSTEM COATING DO NOT ASTM A-325 IS ALLOWED. 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� Qr LAYOUTS,SPECIFICATIONS, PERFORMANCE,INSTALLATION AND FINAL LOCATIONS PROJECT BY SPRINT. BTS UNIT WITH SPRINT CONSTRUCTION MANAGER PRIOR TO BEGINNING WORK.THE ALL EQUIPMENT B CABINETS OTHER THAN THE BTS 3. STEEL PIPE COLUMNS SHALL BE GRADE "B" CONFORMING TO ASTM 14. CURING: $LABS 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 ONERICSSON RADIO SYSTEMS. MANUFACTURER'S INSTALLATION SPECIFICATIONS UNLESS SPECIFICALLY ANTENNA COVERS,TILT BRACKETS,MOUNTING CONCRETE WHERE TILE OR FLOOR COVERING IS TO BE BONDED OTHERWISE INDICATED,OR WHERE LOCAL CODES OR REGULATION TAKE BRACKETS AND ASSOCIATED HARDWARE.CABLE AND TO THE CONCRETE SURFACE SHALL BE APPROVED BY THE TILE CABLE COVERS EXPOSED TO VIEW,EXPOSED SEE PLANS SEE PLANS 4. $TEFL TUBING $HALL BE GRABS "B"CONFORMING TO ASTM A500.10.ALL SYMBOLS&ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED PRECEDENCE. MI FLOOR COVERING MANUFACTURER. KEEP SLAB WET FOR 7 DAY CONDUIT AND HA METAL RIM MINIMUM PERIOD. 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. - rrT THEIR EXACT MEANING,THE SPRINT CONSTRUCTION MANAGER AND THE SURFACES ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE THE CONTRACTOR STUCCO,CONCRETE,CONCRETE BLOCK AND ALL WELDERS SHALL BE PROPERLY QUALIFIED AND BE PRE-APPROVED. PROCEEDS WITH THE WORK. CEMENTIOUS TYPE FINISH SYSTEMS. x SURPLUS METAL SHALL BE DRESSED OFF TO SMOOTH, EVEN 15. CONSOLIDATION: ALL CONCRETE SHALL BE VIBRATED AS T S (?5i3981 9 PLYWOOD,LUMBER AND WOOD TRIM INCLUDING SURFACES WHERE WELDS ARE NOT EXPOSED TO VIEW. ALL WELDING BEING PLACED WITH ELECTRICALLY OPERATED VIBRATING EQUIPMENT. Slli�� 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 �[� i INSPECTIONS NECESSARY FOR PERFORMANCE OF THE WORK AND INCLUDE ROOFING &WATERPROOFING NOTES DRYWALL x ST� �T �5 THOSE IN THE COST OF THE WORK TO SPRINT. CONCRETE POLES x 6, THE FOLLOWING WELDING EQUIPMENT MUST BE USED: 1. ALL FRAMING LUMBER FOR 4X AND LARGER BEAMS SHALL BE NO. 1 l NHL METAL POLES AND METAL POLE STAND-0FF x A. 250 AMP WELDERS. GRADE DOUGLAS FIR., S45, UNLESS NOTED OTHERWISE ON THE 20/19 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. 1MIL 7. NO BUZZ BOXES SHALL BE USED. GRADE DOUGLAS FIR, S45, UNLESS NOTED OTHERWISE ON DRAWINGS PROCEDURES,SEQUENCES,AND COORDINATION OF ALL PORTIONS OF THE ( ) CONTRACTED WORK. WARRANTIES SUCH THAT THE WARRANTY IS NOT MADE INVALID T LI RESULT OFT PER COAT APPLIED IN TWO COATS OVER DTM BONDING PRIMER 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 THESE DOCUMENTS ARE CONFIDENTIAL AND ARE 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, $45. 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 SPRINT 2. 100%ACRYLIC, LATEX COATING EQUIVALENT TO 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 HELD BY SHERWIN WILLIAMS CO. 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. 10255 W.HIGGINS ROAD,SUITE 600 COMPATIBLE WITH EXISTING MATERIALS&CONDITIONS FOR ROOF PATCHING, 5. ROOF PLYWOOD SHALL MATCH EXISTING PLYWOOD SHEATHING WITH A REVISIONS: ROSEMONT,IL 60018-5607 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 P$ 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 E61 W25 REDUCED 25% 1. STRENGTH: CONCRETE FOR THE PROJECT SHALL HAVE THE 14.INSTALL ALL EQUIPMENT AND MATERIALS PER THE LATEST EDITION OF THE TOPCOAT- 2 COATS COROTHANE II POLYURETHANE B65W200/B60V2 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 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 RAW STEEL LOCATION STRENGTH WT. SLUMP ADMIXTURE SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING 9. MINIMUM NAILING SHALL COMPLY WITH TABLE 23-1- OF BUILDING REVISED PER MODS DESIGN 9/20/19 EP 0 15.THE CONTRACTOR SHALL VERIFY,COORDINATE,AND PROVIDE ALL NECESSARY ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING.ON PRIMER - KEM BOND HS 35OWZ4, DMT ACRYLIC PRIMER CODE. ALL NAILS SHALL COMMON WIRE NAILS. Q 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 150pc1 4" NONE REVISED PER COMMENTS 5/1/18 EP B ITEMS. MANUFACTURED BY ARC OR EQUAL.ON SPECIAL ROOFING SYSTEMS,SUCH lO. ALL BOLTS SHALL HAVE STANDARD CUT WASHERS UNDER HEADS ISSUED FOR REVIEW 4/30/18 EP A AS SINGLE MEMBRANE ROOFING,THE WALK PADS SHALL BE AS NOTED ON GALVANIZED METAL 2. INSPECTION: CONCRETE WITH SPECIFIED STRENGTH GREATER THAN 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$AMSON 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 16.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 U6C. /� 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 Sprint EXISTING/NO CHANGE LEASE AREA WITHIN PROPERTY DESCRIP770N. EXISTING COMPOUND (SEE SHEET A-2) SEC 29 TWP 31 RGE 05S1/3 OF S1/2 OF EXISTING/NO CHANGE SE1/4 NE1/4 LY E OF S/HY EXC E 490.18 15395 SE 30TH PL PROPERTY LINE BELLEVUE,WASHINGTON98007 FT 7HOF AKA LOT 2 OF RALPN&MARY QEXISTING/NO CHANGE NONTY'S BSP REC VOL 1 OF BSPS PG 208 3 AF NO 900912500J PLANS PREPARED BY: PRIVATE ACCESS DRIVEWAY EXISTING/NO C)ANGE — — _ _ _ _ — — — INFINIGY& BUILDING ( EXISTING/TO PCHANGE F/7777 FROM Z ROolutO I N F IendlessNIGY TREES (TYP.) 2500 W. HIGGINS R0. SUITE 500 H OFFMAN 068EST 1 ES, IL 18-69 6 EXISTING/NO CHANGE I Phone: 847-648-4068 Faz: 516-690-0793 ASPHALT PARKING AREA JOB NUMBER 499By.-03 JOB NUMBER 499-035 4 SITE ACO' smartlink 11410 NE 122ND WAY,STE.102 KIRKLAND,WA 98034 ENGINEERING LICENSE: a 4 g. Jo was�r�slo i w �c r7,7� o �' 53981 W Ck-- GIS o AL PCs Ln 9/20/191 DRAWING NOTICE: ' ❑ ❑ ' w Q THESE DOCUMENTS ARE CONFIDENTIAL AND ARE + 6 THE SOLE PROPERTY OF SPRINT AND MAY NOT BE _ REPRODUCED,DISSEMINATED OR REDISTRIBUTED 6 +`r+ WITHOUT THE EXPRESS WRITTEN CONSENT OF ' ❑ ❑ ' i SPRINT. REVISIONS: 2 DESCRIPTION DATE BY REV APN#•3105-290-010-150-0 -- ----�--- --- REVISED PER MODS DESIGN 9/20/19 EP 0 REVISED PER COMMENTS 5/1/18 EP B ISSUED FOR REVIEW 4/30/18 1 EP 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 A REL AS R AND Sprint �� 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 INFINIGY& EXISTING/NO CHANGE FROM ZERO TO INFINIGY 4 VERTICAL CABLE TRAY the solutions are endless q 2500 W. HIGGINS RD. SUITE 500 9 HOFFMAN ESTATES, IL 60169 EXISTING/NO CHANGE 641-4111 1 Fez: 516-690-0791 A/C UNITS (TYP.) 9 l w w w.rnrrnr BY.,o. 1 A JOB NUMBER 499-035 EXISTING/NO CHANGE F� CHAIN LINK FENCE (TYP.) �9s SITEACO' EXISTING/NO CHANGE PARAPET BUILDING 7s ma rtl i n k EXISTING/NO CHANGE COAX CABLE TRAY AT ROOF 11410 NE 122ND WAY,STE.102 EXISTING/NO CHANGE KIRKLAND,WA 98034 9 DOUBLE ACCESS GATES 6 EXISTING/NO CHANGEF� 1 U RECEIVING ENTRANCE AREA 3 ENGINEERING LICENSE: I 2 o- 4.�g.JQ�� WAS�j�cS' , s F+ 4 � PANEL ANTENNAS 1A AZ- 90° �� � 53981 �Ci STER�9 B SSjt3NAL 9/20/1 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 Q Q REVISED PER MODS DESIGN 9/20/19 EP 0 REVISED PER COMMENTS 5/1/18 EP B 10 ISSUED FOR REVIEW 4/30/18 EP 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 SOUTH ELEVATION KEYNOTES 1 EXISTING/NO CHANGE SPRINT PANEL Sprint I ANTENNAS (TYP.) 15395 SE EXISTING/NO CHANGE BELLEVUE,ASHINGTIONL98007 ANTENNA MOUNTING FRAME EXISTING/NO CHANGE SPRINT 1900 MHz PLANS PREPARED BY: RRUS MOUNTED TO EXISTING ANTENNA INFINIGY& MOUNTING FRAME (TYP.) 4� EXISTING/NO CHANGE SPRINT 800 MHz FROM ZERO TO INFINIGY RRUS MOUNTED TO EXISTING ANTENNA TOP OF EXISTING ANTENNAS the solutions are endless MOUNTING FRAME (TYP.) 1 ELEV. _ ±49'-0" A.G.L. 2500 W. HIGGINS RD. SUITE 500 1 HOFFMAN ESTATES, IL 60169 EXISTING SPRINT 2500 MHz RRUS TO 3 Phone: 847-6�4W-i f8inIl By.—iR-690-0793 BE REMOVED (TYP.) / OF EXISTING ANTENNAS JOB NUMBER 499-035 5 ELEV. _ ±45'-0" A.G.L. EXISTING/NO CHANGE 4 SITE ACO BUILDING TOP OF HYBRID HYBRID HYBRID HYBRID EXISTING PARAPET �7 EXISTING/NO CHANGE S ma rtl i n k HYBRID CABLE -� 11410 NE 122ND WAY,STE.102 KIRKLAND,WA 98034 I II ® 6 ENGINEERING LICENSE: - fig,. Jo o�•c was GROUND LEVEL ELEV. _ ±0'-O" A.G.L. t 53981 9 EXISTING SOUTH ELEVATION SCALE: 22:x34" SHEET = 5' 0 5' 10' 20' ��',�s GIST�g' SCALE: 11"x17" SHEET ," = 20'-0" 2 xONAL `L ' /20/19 DRAWING NOTICE: NEW SOUTH ELEVATION KEYNOTES THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE �1 EXISTING/NO CHANGE SPRINT PANEL REPRODUCED,DISSEMINATED OR REDISTRIBUTED ANTENNAS (TYP.) WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. NEW SPRINT MIMO PANEL ANTENNAS, WITH ASSOCIATED EQUIPMENT MOUNTED TO TOP REVISIONS: EXIS77NG ANTENNA YOUN77NG FRAME— NEW ANTENNAS 5 TOP OF EXISTING ANTENNAS DESCRIPTION DATE BY REV SEE SHEET A-4 ELEV.= f46'-9"A.G. . 1 ELEV. _ ±49'-0" A.G.L. EXISTING/NO A MOUNTING FRAME ANTENNA OF NEW ANTENNAS Y OF EXISTING ANTENNAS ELEV.= 45-0 A.G.L. 3 ELEV. _ ±45'—O" A.G.L. 3� EXISTING/NO CHANGE SPRINT 1900 RRUS 4 MOUNTED TO EXISTING ANTENNA MOUNTING HYBRID HYBRID HY ID HYBRID TOP OF FRAME (TYP.) HYBRID HYBRID HYBRI HYBRID EXISTING PARAPET h REVISED PER MODS DESIGN 9/20/19 EP 0 4� EXISTING/NO CHANGE SPRINT 800 MHz 2 ELEV. _ ±40'-0" A.G.L. REVISED PER COMMENTS snns EP s RRUS MOUNTED TO EXISTING ANTENNA 4 ISSUED FOR REVIEW 4/30/18 EP A rSITE NAME: MOUNTING FRAME (TYP.) - — ——` T NEW SPRINT MIMO HYBRID CABLE NOTE SMOKEY POINT i 6 A STRUCTURAL EVALUATION OF THE -1 SPRINT SITE#: EXISTING/NO CHANGE �- _ SPRINT ANTENNA MOUNTS HAS BEEN BUILDING PERFORMED BY INFINIGY. REFER TO SE03XC229 PASSING REPORT DESIGN ANALYSIS DATED EXISTING/NO CHANGE 09119119 PRIOR TO CONS7RUCTIT SITE ADDRESS: SPRINT HYBRID CABLE 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: GROUND LEVEL ELEV. _ ±0'-0" A.G.L. SOUTH ELEVATIONS SHEET NUMBER: NEW SOUTH ELEVATION 5' o s' io' 20' 1 ^ _2 SCALE: 22••x34•• SHEET 1•• = 10•-0" 1-� .7 SCALE: 11••x17•' SHEET 1'• = 20'-0" ( IN FEET) PLANS PREPARED FOR: EXISTING SOUTH ELEVATION KEYNOTES • Sprint )v EXISTING/NO CHANGE SPRINT PANEL ANTENNAS (TYP.) 15395 SE 30TH PL EXISTING/NO CHANGE TOP OF EXISTING ANTENNAS BELLEVUE,WASHINGTON 98007 2 ANTENNA MOUNTING FRAME ELEV. _ ±49'-0" A.G.L. 2 1 PLANS PREPARED BY: �3 EXISTING/NO CHANGE SPRINT 1900 MHz 4 3 CL OF EXISTING ANTENNAS INFINIGY& RRUS MOUNTED To EXISTING ANTENNA ELEV. = ±45'—O" A.G.L. MOUNTING FRAME (TYP.) g EXISTING/NO CHANGE SPRINT aoo MHz TOP OF HYBRID HYBRID HYBRID EXISTING PARAPET FROM ZERO s TO I N F I N I GY RRUS MOUNTED TO EXISTING ANTENNA ► the solutions are endless MOUNTING FRAME (TYP.) ELEV. _ ±40'-0" A.G.L. zs O W. N ESTATES, ES, IL 60 Soo H OFFMAN ESTATES, IL 68-69 Q Phone: 847-648-4068 I Fax: 516-690-0793 EXISTING SPRINT 2500 MHz RRUS TO ww.+nr+nryy.com JOB NUMBER 499-035 BE REMOVED (TYP.) } _ 6 SITE ACO' EXISTING/No CHANGE BUILDING EXISTING/NO CHANGE s ma rtl i n k HYBRID CABLE p EXISTING NO CHANGE / } 11410 NE 122ND WAY,K RKLAND,WA 804E.102 VERTICAL CABLE TRAY EXISTING/NO CHANGE ENGINEERING LICENSE: SPRINT EQUIPMENT AREA ON GROUND LEVEL GROUND LEVEL ELEV. = f0'—O" A.G.L. �d R• JOAT WAS 5' 0 5' 10' 20' SCALE: 11 ALE: ^ EXISTING EAST ELEVATION S ��x34 SHEET " = ' L x17" SHEET 1 = 1020'-0" IN FEET ) NEW SOUTH ELEVATION KEYNOTES STE"¢`� EXISTING/NO CHANGE SPRINT PANEL �SSIONAL I�G /20/19 ANTENNAS (TYP.) DRAWING NOTICE: q NEW SPRINT MIMO PANEL ANTENNAS, WTH ASSOCIATED EQUIPMENT MOUNTED TO THESE DOCUMENTS ARE CONFIDENTIAL AND ARE EXISTING ANTENNA MOUNTING FRAME- THE SOLE PROPERTY OF SPRINT AND MAY NOT BE SEE SHEET A-4 REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF EXISTING/No CHANGE ANTENNA SPRINT. MOUNTING FRAME 1 TOP OF EXISTING ANTENNAS ELEV. = t49'-G" A.G.L. REVISIONS: EXISTING/No CHANGE SPRINT 1900 RRUS TOP OF NEW ANTENNAS 2 1A 3 DESCRIPTION DATE BY REV MOUNTED TO EXISTING ANTENNA MOUNTING V. -9`A.G.L. FRAME (TYP.) ELE 5 OEM XISTt 5 ANOTEA.G.L. 4� EXISTING/No CHANGE SPRINT 800 MHz , OF NEW ANTENNAS RRUS MOUNTED TO EXISTING ANTENNA ELEV. 45'-0 A.G.L. TOP OF MOUNTING FRAME (TYP.) 4 HYBRID IV, III HY ID HYBRID EXISTING PARAPET NEW SPRINT MIMO HYBRID CABLE H BR D HY RID HYBRI ELEV. = ±40'-0" A.G.L. A 9 REVISED PER MODS DESIGN 9/20/19 EP 0 EXISTING/No CHANGE d' - REVISED PER COMMENTS 5/1/18 EP B co8 ISSUED FOR REVIEW 4/30/18 EP A BUILDING = 6 F SITE NAME: EXISTING/NO CHANGE N07E SMOKEY POINT SPRINT HYBRID CABLE — — A STRUCTURAL EVALUATION OF THE 7 SPRINT ANTENNA MOUNTS HAS BEEN SPRINT SITE#: PERFORMED BY INFINIGY. REFER TO s� EXISTING/No CHANGE PASSING REPORT DESIGN ANALYSIS DATED SE03XC229 VERTICAL CABLE TRAY � 09/19/19 PRIOR TO CONSTRUCTION SITE ADDRESS: EXISTING/NO CHANGE } SPRINT EQUIPMENT AREA T f � _� 16404 SMOKEY POINT BLVD ON GROUND LEVEL ARLINGTON,WA 98223 GROUND LEVEL SHEET DESCRIPTION: ELEV. = to'—O" A.G.L. 9 EAST ELEVATIONS SHEET NUMBER: NEW EAST ELEVATION 5' o s' 10' 20' A-3 1 SCALE: 22x34 SHEET 1" = 10'-0" SCALE: 11x17 SHEET 1" = 20'-0" ( IN FEET) � PLANS PREPARED FOR: o 9 Sprint j �� PANEL ANTENNAS _ � ,9 5 AZ= 90° 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 EXISTING/NO CHANGE SPRINT PANEL J' PLANS PREPARED BY: ANTENNA (TYP.) 2 1 A NEW SPRINT M/MO PANEL ANTENNAS MOUNTED 3 TO EX/SANG ANTENNA MOUNTING FRAME. I N F I N I GY8 REPLACE EXISTING PIPE AS REQUIRED FROM ZERO TO INFINIGY EXISTING NO CHANGE SPRINT 1900 RRUS MHz r the solutions are endless / 4 2 2500 W. HIGGINS R0. SUITE 500 MOUNTED TO EXISTING ANTENNA MOUNTING 2B H0FFMAN ESTATES, IL 60169 FRAME (TYP.) Phone: 847-648-4068 Fez: 518-690-0793 w.i n fi n i By.com 2A 2B 3 JOB NUMBER 499-035 2A EXISTING SPRINT 2500 MHz RRUS TO BE REMOVED (TYP.) 213 SITE ACO' 2B EXISTING/NO M UD TO NO CHANGE SPRINT ANTEN0 MHz NA NA 2B RRUS 4 smartlink MOUNTING FRAME (TYP.) 2 EXISTING ANTENNA MOUNTING FRAME TO BE 2A 3 MODIFIED — SEE STRUCTURAL DESIGN FOR 11410 NE 122ND WAY,STE.102 DETAILS KIRKLAND,WA 98034 X2A EXISTING/NO CHANGE ANTENNA PIPE MOUNT TO REMAIN (TYP.) =47 4c 1 2B ENGINEERING LICENSE: 3 5 EXISTING/NO CHANGE SPRINT 800 MHz 5 J ZT FILTER MOUNTED TO EXISTING ANTENNA 4 q R' Q MOUNTING FRAME (TYP.) QP Q a WASj�jt�O �6 NEW 04 CROSS PT WOOD SLEEPER(TYP.) 5 NEW 1OX10 PT WOOD SLEEPER(TYR) �8 NEW ANGLE(TYP.) SCALE, 22"x34"SHEET 3/8" _ ,•-O' 6"0 6"1' 2' ( ) EXISTING ANTENNA PLAN SCALE: „"x„" SHEET 3/,6" _ -o" IN FEET 2 p� GI 981 ti9 NA�I. 8 9/20/1 A y� 7 PANEL ANTENNAS DRAWING NOTICE. 9F 5 AZ= 90' THESE DOCUMENTS ARE CONFIDENTIAL AND ARE p 9� THE SOLE PROPERTY OF SPRINT AND MAY NOT BE F` REPRODUCED,DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF 9J 1 2 B SPRINT. 6 REVISIONS: 1A DESCRIPTION DATE BY REV 2 4 2B 1 2B 213 REVISED PER MODS DESIGN 9/20/19 EP /18 0 2B REVISED PER COMMENTS 5/1 FIR 3 ISSUED FOR REVIEW 4/30/18 EP A 8 2 213 lA SITE NAME: FSMOKEY POINT 3 1A SPRINT SITE#: P SE03XC229 6 Ph�ryO 1 3 SITE ADDRESS: 4 5 16404 SMOKEY POINT BLVD Q ARLINGTON,WA 98223 SHEET DESCRIPTION: 6 5 ANTENNA LAYOUT SHEETNUMBER: SCALE: ANTENNA PLAN KEYNOTES NONE 3 NEW ANTENNA PLAN SCALE: 22"x34" SHEET /16 = 1''-0 6�.�0�6 '� 1 A-4 SCALE: 11"x17" SHEET 3/16" = 1'-0" b.F�L—� IN FEET ) PLANS PREPARED FOR: NOTES 1. CONTRACTOR IS TO REFER TO SPRINTS S ri n t \� EXISTING ANTENNA CABLE SCHEDULE EXISTING CABLE SCHEDULE MOST CURRENT RADIO FREQUENCY DATA p ANTENNA RRU FILTER HYBRID CABLE (HCS) COAX SHEET (REDS) PRIOR TO CONSTRUCTION SECTOR MODEL SIZE AZIMUTH RAID CENTER FREQUENCY QTY. MODEL QTY. MODEL QTY. LENGTH QTY. TYPE LENGTH 15395 SE 30TH PL 2. CABLE LENGTHS ARE APPROXIMATE. Al -- -- -- -- -- -- -- -- -- -- CONTRACTOR TO FIELD VERIFY CABLE BELLEVUE,WASHINGTON 98007 A2 ETCR-654L12H6 84.9" 90° 45—0, 800/1900/2500 MHz 2/1/1 800/1900/2500 MHz 1 800 MHz -- -- -- LENGTHS PRIOR TO ORDERING, A A3 __ __ __ __ __ -- -- -- FABRICATION, OR INSTALLATION OF PLANS PREPARED BY: CABLES B1 INFINIGY" J.ETCR-654L12H6 84.9 800/1900/2500 MHz 2/1/1 800/1900/2500 MHz 1 800 MHz -- -- -- BOLD— INDICATES NEW EQUIPMENT B B3 210' 45'-0" 3 EXISTING -- --_ -- -- -- FROM ZERO TO INFINIGY — -- — — -- — -- -- -- the solutions are endless C1 2500 W. HIGGINS RD.SUITE 500 C2 ETCR-654L12H6 84.9" 800/1900/2500 MHz 2/1/1 800/1900/2500 MHz 1 800 MHz HOFFMAN ESTATES,IL 60169 C3 — 330° 45—0 _ Phone: 847-648-4068 1 Fax: 518-690-0793 -- -- -- — -- -- -- w.infi nigy.con, G L -- -- -- ww . -- -- -- -- -- JOB NUMBER 499-035 NEW ANTENNA/CABLE SCHEDULE NEW CABLE SCHEDULE SITE ACO ANTENNA RRU FILTER HYBRID CABLE (HCS) COAX SECTOR MODEL SIZE AZIMUTH RAID CENTER FREQUENCY (MHz) QTY. MODEL QTY. MODEL QTY. LENGTH QTY. TYPE LENGTH � �r�link Al -- -- -- -- -- -- -- -- -- -- A2 ETCR-654L12H6 84.9" —0" 800/1900 MHz 2/1 800/1900 MHz 1 800 MHz -- -- -- A A3 M—M/MO 41.3' 90 2500 MHz -- -- -- -- -- -- — 11410 NE 122ND WAY,STE.102 -- -- -- B2 ETCR-654L12H6 84,9" 800/1900 MHz 2/1 800/1900 MHz 1 800 MHz EXISTING -- -- -- B B3 M—M/MO 41.3 210� 45-0' 2500 MHz -- -- -- -- (1) MIMO HYBRID 165=0' ENGINEERING LICENSE: -- -- -- -- -- -- -- -- -- -- -- C1 -- -- --C2 ETC J R-654L12H6 84.9" 800/1900 MHz 2/1 800/1900 MHz 1 800 MHz C M—m/MO 41.3'-- -- 330, 45_O' -- -- -- -- -- -- -- -- �4j4 O wA$� 5� C3 2500 MHz -- -- — ' 53981 W ANTENNA SCHEDULES o��� Grs��Rti� 43�Sz�NA1J NOTES: MANUFACTURER: SAMSUNG /20/19 1. NEW ANTENNA TO BE MOUNTED MODEL: M—MIMO TO YO (NOM) SCH 40 PIPE MAST. CONTRACTOR TO ANTENNA WEIGHT: 65 KG DRAWING NOTICE: VERIFY PIPE MAST SIZE AND SCHEDULE AND UPGRADE BBU WEIGHT: 15 KG IF REQUIRED. TOTAL WEIGHT: 176.36 LBS. THESE DOCUMENTS ARE CONFIDENTIAL AND ARE 2. RRU CABLING TO BE CONNECTED PER RE DATA DIMENSIONS: 41.3" x 19.6" x 5.5" THE SOLE PROPERTY OF SPRINT AND MAY NOT BE SHEET, PROVIDED BY RE ENGINEER. ANTENNA PIPE FREQUENCY: REFER TO RF DATA SHEET REPRODUCED,DISSEMINATED OR REDISTRIBUTED MOUNT WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. ri TOP REVIS40NS: 5.5 9.6" DESCRIPTION DATE BY REV " NEW MIMO PANEL ANTENNA REVISED PER MODS DESIGN 920/19 EP 0 REVISED PER COMMENTS 5/1/18 EP B ISSUED FOR REVIEW 4/30/18 EP FA EXISTING 800 MHz RRU rSITE NAME: MOUNTED TO EXISTING I SMOKEY POINT ANTENNA PIPE SPRINT SITE#: SE03XC229 EXISTING ANTENNA FRAME SITE ADDRESS: 16404 SMOKEY POINT BLVD NEW 1OX10 WOOD ARLINGTON,WA 98223 SLEEPER — SEE SHEET DESCRIPTION: STRUCTURAL DESIGN FOR DETAILS ANTENNA SCHEDULE Ru= AND DETAILS SIDE � SHEET NUMBER: SCALE: SCALE: PANEL ANTENNA DETAIL SCALE: A-4. 1 NOT USED NONE 4 ANTENNA MOUNTING DETAIL NONE NONE 1 PLANS PREPARED FOR: Sprint j� 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 2500 W. HIGGINS RD. SUITE 500 HOFFMAN ESTATES, IL 60169 Phone: 847-648-4068 1 Fax: 518-690-0798 www.infi niB `7 JOB NUMBER 499-035 SITE ACQ: smartlink EXISTING SLED 11410 NE 122ND WAY,STE.102 KIRKLAND,WA 98034 NEW 10"X10" WOOD SLEEPER ENGINEERING LICENSE NEW REINFORCED £VERGUARD 7PO J ROOFING MEMBRANErA� l�T� EVERGUARD BONDING 0 DRILL-7EC PLATES AND ADHESIVE ,� Q SCREWS INSTALLED PER MANUFACTURERS SPECS NEW 4 W WOOD OUMPRIME PLUS OR EQUAL SLEEPER CONTINUOUS BEAD OF ? �. NEW SIMPSON"STRONG ' 5398I LAP SEALANT 77E JOIST HANGER GISTE¢�v ONAL /20/19 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE EXISTING TPO ROOF EXISTING TEO ROOF THE SOLE PROPERTY OF SPRINT AND MAY NOT BE NEW 5/8 Xi2"LAG MEMBRANE NEW%X12"LAG MEMBRANE REPRODUCED,DISSEMINATED OR REDISTRIBUTED SCREW AT SLED WITHOUTTHE EXPRESS WRITTEN CONSENT OF SCREW AT SLED SPRINT. REMOVE EXIS77NG ROOF CONNECAON. SEE REMOVE EXIS77NG ROOF CONNECRON. SEE SHEATHING SO BLOCKING CAN S7RUC7URAL DESIGN EXISTING ROOF SHEATHING SO BLOCKING CAN S7RUC7URAL DESIGN EXISTING ROOF BE INSTALLED FOR DETAILS SHEATHING V.I.F BE INSTALLED FOR DETAILS SHEATHING V.LE REVISIONS: DESCRIPTION DATE BY REV REPLACE EXIS77NG PLYWOOD REPLACE EXIS77NG PLYWOOD NEW DOUBLE 2 X10" WITH NEW TO MATCH£XIS77NG NEW DOUBLE 2 X70" N9R1 NEW TO MATCH fXlS11NG WOOD BLOCKING IN WOOD BLOCKING IN BETWEEN EXIS77NG BETWEEN EXIS77NG WOOD ROOF JOIST WOOD ROOF JOIST REVISED PER MODS DESIGN 9/20/19 EP 0 REVISED PER COMMENTS 5/1/I8 EP B ISSUED FOR REVIEW 4/30/19 EP A [SITE NAME: SMOKEY POINT r SPRINT SITE#: SE03XC229 SITE ADDRESS: 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: SLEEPER FLASHING DETAILS SHEET NUMBER: SLEEPER FLASHING DETAILS SCALE: A-4.2 NONE PLANS PREPARED FOR: Sprint 1!, (1 NEW PANEL ANTENNA PER SECTOR �j Q Q 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 NEW JUMPER CABLES PLANS PREPARED BY: INFINIGY8 FROM ZERO TO INFINIGY the solutions are endless 2500 W. HIGGINS RD. SUITE 500 HOFFMAN ESTATES, IL 60169 Phone: 847-648-4068 1 Fax: 518-690-0793www I er.�om EXISTING I�fi� I JOB NUMBER 499-035 SPRINT EXISTING/NO CHANGE #6 INSULATED GROUND OR HYBRID AS SPECIFIED BY EQUIPMENT MANUFACTURER SITE ACO: AK OUTEUNIT ' EXISTING #6 INSULATED GROUND OR AS smartlink ' SPECIFIED BY EQUIPMENT MANUFACTURER ' W ' N£W 16 INSULATED GROUND OR AS SPECIFIED ' ' Y I M MANU A 11410 R LAND,WAY,STE.102' KIKAND,WA 98034 NEW JUMPER CABLES ' EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT NEW RRU(S)PER SECTOR z' Z ' ' INDIVIDUAL SECTOR - 4"X12"X1/4" SOLID COPPER ENGINEERING LICENSE ' EXISTING/NO CHANGE INSULATED GROUND EXISTING DC I (POWER/FIBER CABLES ~� ��j� WAS ' EXISTING/NO CHANGE CABLE TRAY/TOWER EXISTING 0 G� �i�0 BREAKOUT CYLINDER I EXISTING HYBRID CABLE ' EXISTING/NO CHANGE ANTENNA GROUND BUS (AGB) AT ' BASE NEAR EQUIPMENT - 4"X12"X1/4" SOLID COPPER � NEW HYBRID CABLE ' SECTOR "B" ' , �—S398I CONTRACTOR TO CONFIRM ROUTING is PRIOR TO CONSTRUCRON EXISTING/NO CHANGE 1" FLEX C. 1#2 SOLID BARE TINNED \ SsxONAL ' COPPER CAD WELDED TO AGB AND NEW MAIN GROUND ROD SECTOR "G" _ ` W /20/19 N \' EXISTING NO CHANGE MAIN GROUND ROD. VERIFY T NEW HYBRID CABLE DRAWING NOTICE: CONTRACTOR TO = TIED TO GROUND RING AND MEETS 5 OHMS CONFIRM ROUTING THESE DOCUMENTS ARE CONFIDENTIAL AND ARE ' EXISTING NO CHANGE 1° FLEX C. 1 2 SOLID BARE TINNED PRIOR TO CONS7RUC77ON THE SOLE PROPERTY OF SPRINT AND MAY NOT BE COPPER CAD WELDED TO MGB AND NEW MAIN GROUND ROD REPRODUCED,DISSEMINATED OR REDISTRIBUTED ' o0000o EXISTING NO CHANGE MGB MOUNTED WITHOUT THE EXPRESS WRITTEN CONSENT OF o0 00 SPRINT. N A UI M N A IN EXISTING HYBRID CABLE ' EXISTING NO CHANGE INSULATED GROUND ' REVISIONS: ' DESCRIPTION DATE BY REV EXISTING NO CHANGE ELECTRICAL PANEL GROUND BUS ¢ ' EXISTING NO CHANGE TELCO GROUND BUS z ' 0 ' EXISTING NO CHANGE #2 INSULATED GROUND OR AS SPECIFIED BY EQUIPMENT MANUFACTURER z REVISED PER MODS DESIGN 9/20/19 EP 0 ' NEW DC FIBER GABLE U REVISED PER COMMENTS 5/1/18 EP B EXISTING/NO CHANGE ISSUED FOR REVIEW 4/30/18 EP A ' RUNS TO TERMINATE AT EXISTING CABINET \ SPRINT CABINET [SITE NAME: EXISTING CHANGE COAX TO BE REMOVED, 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. 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 SCALE: 2 DC/ FIBER/ COAX SINGLE LINE DIAGRAM SCALE: 11 A-` NONE NONE J PLANS PREPARED FOR. GENERAL NOTES: SPECIAL INSPECTIONS NOTES: \ 1. THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE LATEST VERSION OF APPLICABLE 1. A QUALIFIED INDEPENDENT TESTING LABORATORY, EMPLOYED BY THE OWNER AND LOCAL/STATE/COUNTY/CITY BUILDING CODES, AS WELL AS ANSI/TIA-222 STANDARD, AWWA—D100 APPROVED BY THE JURISDICTION, SHALL PERFORM INSPECTION AND TESTING IN Sprint STANDARD, NDS, NEC, MSJC, AND/OR THE LATEST VERSION OF THE INTERNATIONAL BUILDING CODE, ACCORDANCE WITH THE THE GOVERNING BUILDING CODE, APPLICABLE SECTION(S) AS UNLESS NOTED OTHERWISE IN THE CORRESPONDING STRUCTURAL REPORT. REQUIRED BY PROJECT SPECIFICATIONS FOR THE FOLLOWING CONSTRUCTION WORK: 15395 SE 30TH PIE 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. Q. STRUCTURAL WELDING (CONTINUOUS INSPECTION OF FIELD WELDS ONLY). BELLEVUE,WASHINGTON 98007 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS b. HIGH STRENGTH BOLTS (PERIODIC INSPECTION OF A325 AND/OR A490 BOLTS) TO BE PLANS PREPARED BY. EXPERIENCED IN SIMILAR CONSTRUCTION. TIGHTENED PER "TURN—OF—THE—NUT" METHOD. I N F I N I G Y 8 4. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. IF OBSTRUCTIONS ARE FOUND, c. MECHANICAL AND EPDXIED ANCHORAGES. CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD PRIOR TO CONTINUING WORK. FROM ZERO TO INFINIGY d. FIBER REINFORCED POLYMER. the solutions are endless 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE •THE SPECIAL INSPECTOR MUST VERIFY THAT THE FRP MATERIAL SPECIFIED ON THE 2500OF MANHIG EST RD.,SUITE 500 SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION HOFJOB N ESTATES,IL 60169 AND/OR CONSTRUCTION. APPROVED DESIGN DOCUMENTS IS BEING INSTALLED. JOB NUMBER 499-035 -THE SPECIAL INSPECTOR MUST VERIFY THAT ALL CUT EDGES AND DRILLED HOLES SITE ACQ: 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS ARE PROPERLY SEALED USING A VINYL ESTER SEALING KIT SUPPLIED BY THE SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY TO PROVIDE A COMPLETE AND STABLE MANUFACTURER. STRUCTURE DURING CONSTRUCTION. TIA-1019—A-2011 IS AN APPROPRIATE REFERENCE FOR THOSE DESIGNS MEETING TIA STANDARDS. THE ENGINEER OF RECORD MAY PROVIDE FORMAL RIGGING PLANS -THE SPECIAL INSPECTOR MUST VERIFY THAT THE STRUCTURE IS BUILT IN s m a r t I i n k AT THE REQUEST AND EXPENSE OF THE CONTRACTOR. ACCORDANCE WITH THE APPROVED DESIGN DOCUMENTS. 7. INSTALLATION SHALL NOT INTERFERE NOR DENY ADEQUATE ACCESS TO OR FROM ANY EXISTING OR 2. THE INSPECTION AGENCY SHALL SUBMIT INSPECTION AND TEST REPORTS TO THE BUILDING PROPOSED OPERATIONAL AND SAFETY EQUIPMENT. DEPARTMENT, THE ENGINEER OF RECORD, AND THE OWNER UNLESS THE FABRICATOR IS 11410 NE 122ND WAY,STE.102 APPROVED BY THE BUILDING OFFICIAL TO PERFORM WORK WITHOUT THE SPECIAL KIRKLAND,WA 98034 8. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION. CONTACT INFINIGY INSPECTIONS. ENGINEERING IF ANY DISCREPANCIES EXIST. ENGINEERING LICENSE: MAXIMUM ALLOWABLE ANGLE CLIP STEEL CONSTRUCTION NOTES: �CVJY V. Alb wAs G 1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC MANUAL OF STEEL CONSTRUCTION 14TH EDITION, FOR THE DESIGN AND FABRICATION OF STEEL COMPONENTS. T 2. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES, AND GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS' RECOMMENDATIONS. Q 49210 FC/STER� � 3. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD �SS70NAL4NG`� HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A123. NOT TO ENCROACH ON BOLT HOLE 5. ALL STEEL MEMBERS AND CONNECTIONS SHALL MEET THE FOLLOWING GRADES: 09-20-19 • ANGLES, CHANNELS, PLATES AND BARS TO BE A36. Fy=36 KSI, U.N.O. DRAWING NOTICE: • W SHAPES TO BE A992. Fy=50 KSI, U.N.O. • RECTANGULAR HSS TO BE A500, GRADE B. FY=46 KSI, U.N.O. THESE DOCUMENTS ARE CONFIDENTIAL AND • ROUND HSS TO BE A500, GRADE B. FY=42 KSI, U.N.O. ARE THE SOLE PROPERTY OF SPRINT AND MAY • STEEL PIPE TO BE A53, GRADE B. Fy=35 KSI, U.N.O. NOT BE REPRODUCED,DISSEMINATED OR • BOLTS TO BE A325—X. Fu=120 KSI, U.N.O. REDISTRIBUTED WITHOUT THE EXPRESS • WRITTEN CONSENT OF SPRINT. U—BOLTS AND LAG SCREWS TO BE A307 GR A. Fu=60 KSI, U.N.O. • ANCHOR RODS TO BE A307 GR A. FU=60 KSI, U.N.O. REVISIONS: 6. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES, U.N.O. DESCRIPTION DATE BY REV 7. ALL WELDING SHALL CONFORM TO AISC AND AWS D1.1 LATEST EDITION. 8. ALL HILTI ANCHORS TO BE CARBON STEEL, U.N.O. • MECHANICAL ANCHORS: KWIK BOLT—TZ, U.N.O. • CMU BLOCK ANCHORS: ADHESIVE — HY120, U.N.O. • CONCRETE ANCHORS:ADHESIVE — HY150, U.N.O. • CONCRETE REBAR: ADHESIVE — RE500, U.N.O. 9. ALL STUDS TO BE NELSON CAPACITOR DISCHARGE 1/4"-20 LOW CARBON STEEL COPPER—FLASH AT ISSUED FOR REVIEW 09/20/19 DVA A 55 KSI ULT/50 KSI YIELD, U.N.O. SITE NAME: 10. BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION AS DEFINED BY AISC. SMOKEY POINT SPRINT SITE#: 11. MINIMUM EDGE DISTANCES SHALL CONFORM TO AISC TABLE J3.4. SE03XC229 WOOD CONSTRUCTION NOTES: SITE ADDRESS: 1. ALL EXISTING WOOD SHAPES ARE ASSUMED TO BE DOUGLAS FIR—LARCH WITH A REFERENCE DESIGN 16404 SMOKEY POINT BLVD BENDING VALUE OF 1000 PSI MIN. ARLINGTON,WA 98223 2. ALL PROPOSED WOOD SHAPES ARE TO BE DOUGLAS FIR—LARCH WITH A REFERENCE DESIGN BENDING VALUE OF 1000 PSI MIN. U.N.O. SHEET DESCRIPTION: 3. ALL EXISTING AND PROPOSED GLUED LAMINATED TIMBERS ARE TO BE 24F-1.8C DOUGLAS FIR GENERAL NOTES BALANCED WITH A REFERENCE DESIGN BENDING VALUE OF 2400 PSI MIN. U.N.O. SHEET NUMBER. S- 1 PLANS PREPARED FOR: Sprint 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 14'-3" PLANS PREPARED BY: IV.I.F.1 INFINIGY9 FROM ZERO TO INFINIGY the solutions are endless -- ilLL 2500 W.HIGGINS RD.,SUITE 500 j > HOFFMAN ESTATES,IL 60169 JOB NUMBER 499-035 SITE ACO: (V.I.F.) Osmartlink 11410 NE 122ND WAY,STE.102 L- KIRKLAND,WA 98034 SEE SHEET S-5 ENGINEERING LICENSE: .rc.Y V. wAs�,l,C � EXISTING ROOF y _ ±40'-0" ALPHA SECTOR o SEE SHEET S-5 A.G.L. AZIMUTH 901 Ago R��S21100 4" `rsIONALE�G J s SEE SHEET S-4 L+/F/•/'� 09-20-19 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY 6'-0' NOT BE REPRODUCED,DISSEMINATED OR j REDISTRIBUTED WITHOUT THE EXPRESS (V.I.F.) WRITTEN CONSENT OF SPRINT. REVISIONS: J DESCRIPTION DATE BY REV 7 6" (V.I.F.) (W.F.) e -3 ti P Q ISSUED FOR REVIEW 09/20/19 OVA A SITE NAME: SMOKEY POINT SPRINT SITE#: SE03XC229 SITE ADDRESS: EXISTING RECEIVING 16404 SMOKEY POINT BLVD ENTRANCE ARLINGTON,WA 98223 SHEET DESCRIPTION: OVERALL ROOFTOP PLAN SITE PLAN 1/16"= V-0" SHEET NUMBER: S-2 PLANS PREPARED FOR: EXISTING ANTENNAS NOT SHOWN FOR CLARITY 1 ,T' Sprint' ,,*p PROPOSED 15395 SE 30TH PL 5/8"DIA.LEG SCREW x 6"LONG BELLEVUE,WASHINGTON 98007 (la 18" AROUND FRAME BOTTOM PERIMETER, 6"FROM ENDS 7BT� PROPOSED TOP RAIL ANGLE PLANS PREPARED BY L2 1/2x2 1/2x3/16 x 6'-11"LONG (TYP.21 I N F I N I G Y� (SEE DETAIL AI B� 1, 3„ FROM ZERO TO INFINIGY the solutions are endless 2500 W.HIGGINS RD.,SUITE 500 HOFFMAN ESTATES,IL 60169 JOB NUMBER 499-035 PROPOSED SITE ACO: 5/8" DIA.LEG SCREW x 6"LONG (la 18"AROUND FRAME BOTTOM PERIMETER, 6"FROM ENDS EXISTING FRAME Osmartlink 11410 NE 122ND WAY,STE.102 PROPOSED KIRKLAND,WA 98034 4X4 CROSS PT WOOD SLEEPER 004 (TYP.3) ENGINEERING LICENSE: REMOVE EXISTING ,Cllt V. `6 CONCRETE BALLAST AND DISPOSE ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® PROPOSED ANGLE L2 1/2x2 1/2x3/16 x 6'-11"LONG e� 49210 `� PROPOSED 10X10 PT WOOD +PE EO (SEE DETAIL A) SLEEPER (TYP.21 +� alS1ER PLAN VIEW -1y ALE�- 3/8"=T-0" EXISTING FRAME 09-20-19 DRAWING NOTICE: 3 1/4"MIN. PROPOSED 4X4 CROSS PT WOOD SLEEPER THESE DOCUMENTSARE CONFIDENTIALAND E THE SOLE PROPERTY OF SPRINT AND PROPOSED 1OX10 PT WOOD (TYP.) ARNOT BE REPRODUCED,DISSEMINATED RAY SLEEPER(TYP. 2) REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. PROPOSED 4X4 CROSS PT WOOD SLEEPER REVISIONS: (TYP.3) DESCRIPTION DATE BY REV PROPOSED PROPOSED BOTTOM RAIL ANGLE PROPOSED (SIPSON HU44/HUC44 OR SIMILAR) L2 1/2x2 1/2x3/16 x C-11" LONG(TYP. 2) 5/8"DIA.LAG SCREW x 6" LONG(TYP.) ITYP) (SEE DETAIL AI EXISTING ANTENNA FRAME O Z PROPOSED 10X10 PT WOOD � SLEEPER (TYP.) 3 D VIEW ISSUED FOR REVIEW 09/20/19 OVA A 3/8" -0" SECTION B-B SITE NAME: 1 1/2" =T-0" SMOKEY POINT SPRINT SITE#: PROPOSED 1/2" DIA.WASHER WITH NUT SE03XC229 (V.I.F.) PROPOSED ANGLE (TYP. 7) 3" MAX. —A] 3" MAX. L2 1/2x2 1/2x3/16 x 6'-11"LONG (TYP.) SITE ADDRESS: 16404 SMOKEY POINT BLVD 0 0 0 0 0 PROPOSED 1/2" DIA.BOLT ARLINGTON,WA 98223 (TYP. it _.A] EXISTING FRAME RAIL EQ, EQ, SHEET DESCRIPTION: PROPOSED 1/2" DIA.BOLT 13"O.C. PROPOSED ANGLE L2 1/2x2 1/2x3/16 x 6'-11"LONG L2 1/2x2 1/2x3/16 x 6'-11"LONG (TYP,) MOUNT MODIFICATION (TYP. it (TYP.) DESIGN DETAIL A REPEAT FOR ALL 3 SECTORS SECTION A-A SHEET NUMBER: 1" = V-0" 1 1/2" =V-0" ['1—3 PLANS PREPARED FOR: PROPOSED 4'-0" (TYP.) 5/8"DIA.LAG SCREW x 12"LONG S p r i n t (TYP. 12) ' '.-P(V.I.F.I 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 PLANS PREPARED BY: INFINIGY9 m } FROM ZERO TO INFINIGY the solutions are endless 0 2500 W.HIGGINS RD.,SUITE 500 o HOFFMAN ESTATES,IL 60169 ®® JOB NUMBER 499-035 SITE ACQ: O ®® 0 Osmartlink 11410 NE 122ND WAY,STE.102 ®® KIRKLAND,WA 98034 ENGINEERING LICENSE: O V. ®® o ®® � ,� 49210 �� ® Off, t'ClSTER� `rSIONALti�b 0 ®® 0 EXISTING 9-20-19 ANTENNA FRAME ®® DRAWING NOTICE: EXISTING o TJI 2 3/8"xl 1/2"x18" a THESE DOCUMENTS ARE CONFIDENTIAL AND W/ NAILS (TYP.) — ARE THE SOLE PROPERTY OF SPRINT AND MAY ®® — NOT BE REPRODUCED,DISSEMINATED OR > REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. 0 ®® REVISIONS: DESCRIPTION DATE BY REV o ®® PROPOSED (2)2X10 BLOCKING (TYP.) 0 0 0 PROPOSED ISSUED FOR REVIEW 09/20/19 OVA A PROPOSED (SIPSON LUS48 OR SIMILAR) SITE NAME: 4X4 CROSS PT WOOD SLEEPER (TYP.) (TYP. 3) SMOKEY POINT PROPOSED 10X10 PT WOOD SPRINT SITE#: SE03XC229 SITE ADDRESS: SLEEPER(TYP. 2) 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 ROOF REINFORCEMENT AND FRAME CONNECTION SHEET DESCRIPTION: PLAN VIEW ALPHA SECTOR DESIGN 3/8"=1'-0" SHEET NUMBER: S-4 PLANS PREPARED FOR: Sprint ,,*p 15395 SE 30TH PL BELLEVUE,WASHINGTON 98007 4'-0" W.I.F.) PLANS PREPARED BY: (TYP.) I N F I N I G Y 9 FROM ZERO TO INFINIGY the solutions are endless 2500 W.HIGGINS RD.,SUITE 500 HOFFMAN ESTATES,IL 60169 JOB NUMBER 499-035 SITE ACO: ® PROPOSED Osmartlink 5/8"DIA.LAG SCREW x 12"LONG (TYP. 12) 11410 NE 122ND WAY,STE.102 ® KIRKLAND,WA 98034 ® ENGINEERING LICENSE: ® EXISTING a ® ANTENNA FRAME ® `rsfONAt ® o o ® ° 09-20-19 DRAWING NOTICE: PROPOSED ° ARE THE SOLE PROPERTYOFFSPRINTANDMAY (2)2X10 BLOCKING NOT BE REPRODUCED,DISSEMINATED OR (TYP.) o REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. 0 ° DESCRIPTION DATE BY REV 0 0 EXISTING PROPOSED ° TJI 2 3/8"xl 1/2"x18" 4X4 CROSS PT WOOD SLEEPER W/ NAILS (TYP.) (TYP. 3) 0 o ISSUED FOR REVIEW 09/20/19 OVA A 0 0 SITE NAME: SMOKEY POINT PROPOSED (SIPSON LUS48 OR SIMILAR) �SPRINT SITE#: (TYP.) SE03XC229 SITE ADDRESS: PROPOSED 1OX10 PT WOOD 16404 SMOKEY POINT BLVD SLEEPER (TYP.2) ARLINGTON,WA 98223 ROOF REINFORCEMENT AND FRAME CONNECTION SHEET DESCRIPTION: BETA&GAMMA SECTORS PLAN VIEW DESIGN 3/8"=T-0" SHEET NUMBER: S5 PLANS PREPARED FOR: SITE PLAN KEYNOTES Sprint EXISTING/NO CHANGE LEASE AREA WITHIN PROPERTY DESCRIP770N. EXISTING COMPOUND (SEE SHEET A-2) SEC 29 TWP 31 RGE 05S1/3 OF S1/2 OF EXISTING/NO CHANGE SE1/4 NE1/4 LY E OF S/HY EXC E 490.18 15395 SE 30TH PL PROPERTY LINE BELLEVUE,WASHINGTON 98007 FT 7HOF AKA LOT 2 OF RALPH&MARY EXISTING/NO CHANGE NON TYS BSP REC VOL 1 OF BSPS PG 208 3 PRIVATE ACCESS DRIVEWAY AF NO 9009125003 PLANS PREPARED BY'EXISTINGN T BUILDING/(O P)CHANGE — — _ _ NF IG Y& 5 EXISTING/NO CHANGE FROM ZERO TO INFINIGY F/7777 the solutions are endless TREES (TYP.) I 2500 W. HI GGINS R0. SUITE 500 H FFMAN7-648- ESTATES, IL 68-69 6 EXISTING/NO CHANGE I Phone: 847-648-4068 I Faz: 518-690-0793 ASPHALT PARKING AREA JOB NUMBER 499-03 JOB NUMBER 499-035 4 SITE ACO: I smartlink 11410 NE 122ND WAY,STE.102 KIRKLAND,WA 98034 ENGINEERING LICENSE: a 4�R. J O m4, C WASgr�STO T LJ .41 53981 9 at �- s o ASS 11G . _ DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE 6 THE SOLE PROPERTY OF SPRINT AND MAY NOT BE _ " REPRODUCED,DISSEMINATED OR REDISTRIBUTED 6 *`yw WITHOUT THE EXPRESS WRITTEN CONSENT OF colSPRINT. REVISIONS: *d 3 DESCRIPTION DATE BY REV APN#•3105-290-010-150-0 REVISED PER MODS DESIGN �4/30/18 20/19 EP 0 REVISED PER COMMENTS 1/18 EP B ISSUED FOR REVIEW EP A SITE NAME: SMOKEY POINT SPRINT SITE#: I SE03XC229 SITE ADDRESS: 16404 SMOKEY POINT BLVD ARLINGTON,WA 98223 SHEET DESCRIPTION: INFORMAT70N CONTAINED WITHIN DRAWINGS ARE BASED ON PROVIDED INFORMA77ON AND SITE PLAN DARE NOT THE RESULT OF AFIELD SURVEY. SHEET NUMBER: SITE PLAN SCALE: 22"x34" SHEET 1" = 60' 30 30 60 120' A 1 SCALE: 11"x17" SHEET 1" = 120-0—0" ( IN FEET ) PLANS PREPARED FOR: ENLARGED SITE PLAN KEYNOTES INFORMA77ON CONTAINED WITHIN DRAWINGS ARE BASED ON PROVIDED INFORMATION AND S ri n t EXISTING/NO CHANGE SPRINT ARE NOT 7HE 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'EXIST �T�T CHANGE EQUIPMENT OCABINETS I \ 1 11 \ 1V Y& EXISTING/NO CHANGE FROM ZERO TO INFINIGY VERTICAL CABLE TRAY the solutions are endless q 2500 W. HIGGINS RD. SUITE 500 9 HOFFMAN ESTATES, IL 60169 EXISTING/NO CHANGE Phone: 847-648-4068 Fez: 518-690-0793 9 l www.lnrl n r By.c om A/C UNITS (TYP.) JOB NUMBER 499-035 EXISTING/NO CHANGE oF� CHAIN LINK FENCE (TYP.) �9s siTPACQ EXISTING/NO CHANGE PARAPET BUILDING 7 s m a rtl i n k 7 8 EXISTING/NO CHANGE 0 COAX CABLE TRAY AT ROOF 11410 NE 1 WAY,STE.102 EXISTING/NO CHANGE 9 DOUBLE ACCESS GATES 6 KIRIRKLAND,AND,WA 98034 EXISTING/NO CHANGE F� 9 10 RECEIVING ENTRANCE AREA 3 ENGINEERING LICENSE: z K.JO�� WASkf�s'J, 5 1 � 4 PANEL ANTENNAS 1A 8 AZ- 90° 0 � 53981 , ,�9 SSroxAi. 9/20/1 DRAWING NOTICE: A 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 Q � Q REVISED PER MODS DESIGN �4/30/18 20/19 EP 0 REVISED PER COMMENTS 1/18 EP B 10 ISSUED FOR REVIEW EP 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 5' o s' lo' 20' 1 A-2 SCALE: 22x34 SHEET 1" = 10'-0" SCALE: 11x17 SHEET 1" = 20'-0" ( IN FEET ) Go gle Maps 16404 Sm okey Point Blvd SE03XC229: Sprint M IM 0 Project Area M ap cola ozone creamery W > _ .. .. .. y�.—V a y r Improvement m a Target Q n V V 360 Collision © O'Reilly Auto Parts Q Shoreline Sign 8 Awning Pizza Hut Express Q © p Q 76 Q Paraiso Mexican CVS Pharmacy t 169a1 Sa Wyndham Garden 16"st Q 3 CannaCon © Northwest Chlldrens 16am PI . Red Robin Gourmet© Arlington/Marysville © Preschool Kindergarten Burgers and Brews © Smokey Point m Shorty Cakes Haul Animal Hospital © 168ih St NE 168th St HE 1681h St HE Neighborhood Dealer t6alh St HE �_ 1 G61h PINE 4. Q 2 t 66lh PI HE 166th PI HE m Union Bank ©The Point Bar&Grill T American Cremation QSmokey Point A Q U-Haul Q Les Schwab Tire Center Q Q Mini Storage 16nn st Ne mCostco Wholesale ® Neighborhood Dealer Costco Food Court© Q Rairdon's Chrysler Dodge PILCHUCK PLAZA Costco Gasoline Q Jeep Ram of Marysville v 9s`o� Q 166th PI HE ry y 1661h PI HE O Five Axis Industries m Miyako's 3 Kids N Us Early 0 Equine M t Henry Teriyaki&Wok Jonnsm Tracts Rd o by April Henry Learning School 'c Q c Sonic Elite All Stars Jd,nsan Tracts ad © Halterman's RVQ � Q '�,% e. IHOP Q QAutos Only Smokey Zl" Northwest Plumbing Office Depot Q m_ Poim-Auto Sales 8._ Contractors m Open Road RV Q n Q Petco Q _ Smokey Point 166th PI HE 16611,PI 9 ©Coastal Community Bank CrossFit Orenda 0 w Michaels Q Pizza Hut Smokey Qo p Q Point m Point Boulevard A Shear Obsession Marshalls Q i F © o Excell Commercial Q " Tire Service Terry's Transmission and Auto Repair V i Sound Harley-DavidsonQ Q Enterprise Rent-A-Car y y o Gissberg^ Jonosoo noes ad V Caliber Collision o Twin Lakes _ © Marysville Toyota Parts Q CO n rn f Google Map data 02019 Google 200 ft,