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Home My WebLink AboutPermit D18-0270 - SPRINT - ANTENNA REPLACEMENTS, CABINET, GPS ETCSPRINT 3311 S 120TH PL BLDG 2 APN: 1023049078 EXPIRED 04/27/2021 D18-0270 Parcel No: Address: 0 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 1023049078 Permit Number: 3311 S 120TH PL BLDG 2 Project Name: SPRINT Issue Date: Permit Expires On: D18-0270 10/29/2018 4/27/2019 Owner: Name: Address: Contact Person: Name: SABEY CORPORATION 12201 TUKWILA INTL BLVD 4TH FL , SEATTLE, WA, 98168 NANCY SEARS Address: 11410 NE 122 WAY , KIRKLAND, WA, 98034 Contractor: Name: PAJ TELECOM INC Address: PO BOX 522 , GLADSTONE, OR, 97027 License No: PAJTETI848MA Lender: Name: SPRINT Address: 15395 SE 30 PL, BELLEVUE, WA, 98007 Phone: (425) 444-1434 Phone: (503) 481-1669 Expiration Date: 7/1/2020 DESCRIPTION OF WORK: REMOVE 3 ANTENNAS AND REPLACE WITH 6; REMOVE 3 REMOTE RADIO UNITS (RRU'SO AND REPLACE WITH 9; INSTALL NEW FRP ANTENNA SCREEN; REMOVE EXISTING CABINET, GPS AND CABLES AND REPLACE WITH NEW CABINET AND 3 NEW HYBRID CABLES. Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $877.50 Occupancy per IBC: U Water District: 125,TUKWILA Sewer District: VALLEY VIEW Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: • Date: 10 I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development per 't and gree to th conditions attached to this permit. Signature:Wel, ,/ Date: Print Name: ct'r'K"'/ D This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 8: Ensure the installation of a clearly visible, signed, accessible emergency power off switch that will de - energize all power including battery back-up power. 4: The total number of fire extinguishers required for an ordinary hazard occupancy with Class A fire hazards is calculated at one extinguisher for each 1,500 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (3A, 40B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. (IFC 906.3) (NFPA 10, 5.4) 1: Portable fire extinguishers, not housed in cabinets, shall be installed on the hangers or brackets supplied. Hangers or brackets shall be securely anchored to the mounting surface in accordance with the manufacturer's installation instructions. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 5 feet (1524 mm) above the floor. Hand- held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of the installed hand-held extinguishers shall not be less than 4 inches (102 mm). (IFC 906.7 and IFC 906.9) 2: Extinguishers shall be located in conspicuous locations where they will be readily accessible and immediately available for use. These locations shall be along normal paths of travel, unless the fire code official determines that the hazard posed indicates the need for placement away from normal paths of travel. (IFC 906.5) n 3: Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. Every six years stored pressure extinguishers shall be emptied and subjected to the applicable recharge procedures. If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10, 7.2, 7.3) 5: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 6: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 7: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. 9: ***BUILDING PERMIT CONDITIONS*** 10: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 11: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 12: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 13: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 14: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 15: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov SE52XC177 Building Permit No. bi O -70 Project No. Date Application Accepted: Date Application Expires: -)--g-t 0 (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: 102304976 Site Address: 3311 S 120th PI, Tukwila, WA 98168 Suite Number: Tenant Name: Sprint New Tenant: PROPERTY OWNER Name: Nancy Sears / Smartlink LLC Name: International Gateway East LLC City: Kirkland State: WA Zip: 98034 Address: 12201 Tukwila International Blvd Email: nancy.sears@smartlinkllc.com City: Seattle State: WA Zip: 98168 CONTACT PERSON — person receiving all project communication Name: Nancy Sears / Smartlink LLC Address: 11410 NE 122nd Ave #102 City: Kirkland State: WA Zip: 98034 Phone: 425.444.1434 Fax: Email: nancy.sears@smartlinkllc.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Company Name: Company Name: Precision Design Drafting Inc. /�j, City: /lltax, Address: Address: 11768 Atwood Rd #20 City: State: City: Auburn Zip: Phone: Fax: Fax: Conti Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line12011 Applications\Pertnit Application Revised - 8-9-11.docx Revised: August 2011 bh Floor: ❑ Yes ..No ARCHITECT OF RECORD Name: n/a -- . Company Name: Company Name: Precision Design Drafting Inc. /�j, City: /lltax, Architect Name: Bret McComb Address: 11768 Atwood Rd #20 City: Auburn State: CA Zip: 95603 Phone: 530.823.6546 Fax: Email: ENGINEER OF RECORD Name: n/a -- . Company Name: Precision Design Drafting Inc. /�j, City: /lltax, Engineer Name: Address: City: State: Zip: Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: n/a -- . Address: j5M ( ' �" A_ j p /�j, City: /lltax, �i Stattee a sv1 Zi `q b Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Existing Building Valuation: $ n/a Describe the scope of work (please provide detailed information): Remove 3 antennas and replace with 6; remove 3 remote radio units (RRUs) and replace with 9; install new FRP antenna screen; remove existing cabinet, GPS and cables and replace with new cabinet and 3 new hybrid cables. Will there be new rack storage? ❑ Yes E.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: n/a Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [R] No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: n/a ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes attach list of materials and storage locations on a separate 8-1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM n/a ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplications\Forms-Applications On Line \2011 Applications\Pernut Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: n/a Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes [R] No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: n/a ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes 0 No If "yes attach list of materials and storage locations on a separate 8-1/2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM n/a ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplications\Forms-Applications On Line \2011 Applications\Pernut Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 f � LJ PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provicle detailed information): Remove 3 antennas and replace with 6; remove 3 remote radio units (RRUs) and replace with 9; install new FRP antenna screen; remove existing cabinet, GPS and cables and replace with new cabinet and 3 new hybrid cables. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District O ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila 0 ...Sewer Use Certificate ❑ .. Highline 0 .. Renton ❑ ... Valley View ❑ .. Renton ❑ ... Sewer Availability Provided 0 .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis 0 ... Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑.. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... WO # 0 ...Temporary Water Meter Size .. WO # 0 ...Water Only Meter Size WO # 0 ...Deduct Water Meter Size 0 ...Sewer Main Extension Public ❑ Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: NaAn.c4jS2ary Date: 7/13/18 Print Name: Nancy Sears Day Telephone: 425.444.1434 Mailing Address: 11410 NE 122nd Ave #102, Kirkland, WA 98034 City H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 SCRIPTIO ccour UANTITY PermitTRAK $840.75 D18-0267 Address: 10801 BEACON AVE 5 Apn: 6874201170 $521.01 DEVELOPMENT $521.01 PERMIT FEE PLAN CHECK FEE R000.322.100.00.00 R000.345.830.00.00 0.00 0.00 $2.01.27 $319.74 D18-0270 Address: 3311 S 120TH PL BLDG 2 Apn: 1023049078 $319.74 DEVELOPMENT $319.74 PLAN CHECK FEE PAIDBYRECEIPT R152 R000.345.830.00.00 0.00 $319.74 Date Paid: Tuesday, August 28, 2018 Paid By: SMARTLINK LLC Pay Method: CHECK 71213 Printed: Tuesday, August 28, 2018 10:16 AM 1 of 1 TI -177171 SYSTEMS Cash Register Receipt City of Tukwila / Receipt Number DESCRIPTIONS Perrr:itTRAK ACCOUNT QUANTITY PAID $908.21 D18-0267 Address: 10801 BEACON AVE S Apn: 6874201170 $350.45 Credit Card Fee $10.21 Credit Card Fee R000.369.908.00.00 I 0.00 $10.21 DEVELOPMENT $315.64 PERMIT FEE R000.322.100.00.00 0.00 $290.64 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $24.60 D18-0270 Address: 3311 S 120TH PL BLDG 2 Apn: 1023049078 $557.76 Credit Card Fee $16.25 Credit Card Fee R000.369.908.00.00 0.00 $16.25 DEVELOPMENT $516.91 PERMIT FEE R000.322.100.00.00 0.00 $491.91 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $25.00 TECHNOLOGY FEE $24.60 TECHNOLOGY FEE R000.322.900.04.00 0.00 $24.60 ProjectTRAK $1,354.04 L18-0077 Address: Apn: 1023049078 $677.02 Credit Card Fee $19.72 Credit Card Fee R000.369.908.00.00 0.00 $19.72 TECHNOLOGY FEE $31.30 TECHNOLOGY FEE R000.322.900.04.00 0.00 $31.30 WIRELESS $626.00 TYPE 1 R000.345.810.00.00 0.00 $626.00 L18-0078 Address: Apn: 6874201170 $677.02 Credit Card Fee $19.72 Credit Card Fee R000.369.908.00.00 0.00 $19.72 TECHNOLOGY FEE $31.30 TECHNOLOGY FEE R000.322.900.04.00 0.00 $31.30 WIRELESS $626.00 TYPE 1 TOTAL FEES PAID BY RECEIPT: R15271 R000.345.810.00.00 0.00 $626.00 $2,262.25 Date Paid: Tuesday, August 28, 2018 Paid By: SMARTLINK LLC Pay Method: CREDIT CARD 024064 Printed: Tuesday, August 28, 2018 10:21 AM 1 of 1 SYSTEMS Page 2 of 2 CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA Date: 08/28/2018 10:21:01 AM CREDIT CARD SALE MASTERCARD CARD NUMBER: **********2011 K TRAN AMOUNT: $2,262.25 APPROVAL CD: 024064 RECORD #: 000 CLERK ID: Bill Thank you! Customer Copy https://classic.convergepay. com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 8/28/2018 AUG 2 8 PRECISION DESIGN L'37 Structural Analysis Report LI Smartlink LLC 1997 Annapolis Exchange Pk Annapolis, MD 21401 PROJECT DESCRIPTION: VItWED FOR CODE COMPLIANGEr er: y. #20APPROVED Car er Site Name: Car er Site Number: Site ddress: OCT 2 41018 City of Tukwila BUILDING DIVISION Sprint Tukwila Pop SE52XC177 3311 So. 120th P1 Tukwila, WA City of Tukwila (47.4948, -122.2906) Sprint proposes to modify an existing unmanned telecommunibations facility by replacing (3) existing panel antennas and (3) existing RRU's with (6) new panel antennas and (9) new RRU's on new antenna mounting pipes, inside new FRP antenna screen on new wood sleepers, on existing building rooftop. Additionally, (1) existing equipment cabinet will be replaced with (1) new indoor E -CAB equipment cabinet mounted to existing concrete floor, at ground level. All engineering is in accordance with the 2015 IBC and the TIA-222-G standards. RESULTS: Based on our review of the new antenna mounting pipes, new FRP antenna screen, existing roof purlins and new RECEIVED CITY OF TUKWILA 1018 E -CAB anchorage with the proposed loadings, we have deterrnined the following: New Antenna Mounting Pipes: New FRP Antenna Screen: Existing Roof Purlins: New E -CAB Anchorage: Structurally Adequate Structurally Adequate Structurally Adequate Structurally Adequate PERMIT CENTER This Structural Analysis Report for the proposed Sprint equipment is inclusive of the entire equipment support structure (i.e. antenna/equipment mounting and support frames) and the existing building structures support system in the affected areas where the installations occur. This analysis is based on the specific assumptions and conditions as stated within the following report. As future loads are installed, the antenna mount should be re-evaluated on a case-by-case basis. If the existing conditions are different than the information in this engineering, Precision Design & Drafting Inc. should be contacted for resolution of any issues. Please refer to Appendix A for structural analysis supporting the above results. We trust this addresses your concerns. Please contact us if there are any questions. Prepared By: Reviewed By: Dated: Robert Spencer, P.E. Bret McComb, P.E. July 10, 2018 Contents: Report 1-4 Appendix A (Calculations) 5-26 D� OZ7d 11768 Atwood Rd. Suite 20. Auburn, CA 95603 Tel: (530) 8234546 bret@pdnd.com Structural Analysis Report Carrier Site Number: SE52XC177 July 10, 2018 2 1 Data Provided and Assumptions Data — TRK Engineering 8-20-09 Cellular Installation Design Calculations were used to analyze the structure. Assumptions — The following assumptions were made in order to complete the analysis of the structure. All assumptions MUST be checked. If any assumption is found to be inaccurate Precision Design & Drafting shall be immediately notified so that the appropriate changes can be made to this report. Assumptions are as follows: 1. The existing building and its foundation were constructed as shown in the original design documents, photos, and/or other documents. 2. The existing building and its foundation are in good condition with no corrosion, damage or fatiguing which could cause a reduced capacity in any member. 3. The existing building meets the current code design loads and parameters. 2 Conclusions New Antenna Mounting Pipes: Six new panel antennas and nine new RRU's will replace three existing panel antennas and three existing RRU's on six new 2" STD antenna mounting pipes, inside new 12' -6"x8' -6"x8'-6" FRP screen mounted to new sleepers attached to the existing building roof. The attached analysis shows that the new antenna mounting pipes are capable of supporting the design loads and were found to be structurally adequate. New FRP Antenna Screen: The new antennas, new RRU's and relocated microwave antennas will be installed on new antenna mounting pipes, U -bolted to the L3x3x1/4" FRP horizontal braces inside the new antenna screen, mounted on new 6x8 sleepers using 1/2" diameter lag screws at 24" o.c. The attached analysis shows that the new FRP antenna screen and associated attachments to new sleepers were found to be structurally adequate. Existing Roof Purlins: The new FRP antenna screen will be mounted on new 6x8 sleepers, attached to the existing 6-3/4"x36" glulam and 4x14 roof purlins at 8-0" o.c. spanning 24'-7". The attached analysis shows that the existing roof purlins are capable of supporting the design loads and were found to be structurally adequate. New E -CAB Anchorage: One new indoor E -CAB equipment cabinet (505 lbs) will be mounted to the existing concrete floor, inside the existing equipment room at ground level. The attached analysis shows that the new E -CAB anchorage is adequate to support the design loads and was found to be structuralily adequate. 11768 Atwood Rd, Suite 20, Auburn, CA 95603 Tel: (530) 823-6546 bret@pdnd.com Structural Analysis Report Carrier Site Number: SE52XC177 July 10, 2018 3 3 Disclaimers Installation procedures and related loading are not within the scope of this analysis. A contractor experienced in similar work should perform all installation work. The engineering services provided by Precision Design & Drafting are limited to the calculations of the structure with the proposed and existing/reserved loads indicated in this report. Support of any intermediate equipment in excess is the sole responsibility of the contractor. This analysis is considered void if the loading mentioned in this report is changed or is different as installed. It is the responsibility of the Client to ensure that the information provided to Precision Design & Drafting and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings- and specifications and are in an un -corroded condition and have not deteriorated; and we therefore assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes and standards specified by the client, and we do not imply to meet any other code and standard requirements unless explicitly agreed to in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes and standards, the Client shall specify the exact requirements. In the absence of information to the contrary, all work will be performed in accordance with the standards as specified in this report. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering practices and principles. Precision Design & Drafting is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. 11768 Atwood Rd, Suite 20, Auburn, CA 95603 Tel: (530) 823-6546 bretr&pdndcom Structural Analysis Report Carrier Site Number: SE52XC177 July 10, 2018 4 A Appendix — Structural Calculations Seismic Loads Wind Load New Antenna Mounting Pipes New FRP Antenna Screen Existing Roof Purlins New E -CAB Anchorage 7 pages 1 pages 3 pages 4 pages 3 pages 4 pages 11768 Atwood Rd, Suite 20, Auburn, CA 95603 Tel: (530) 823-6546 bret@pdnd.com Design Maps Summary Report User -Specified Input Report Title Sprint SE52XC177 Thu February 22, 2018 19:00:30 UTC Building Code Reference Document ASCE 7-10 Standard (which utilizes USGS hazard data available in 2008) Site Coordinates 47.4948°N, 122.2906°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III USGS—Provided Output Ss = 1.513 g Si = 0.568 g S„s = 1.513 g SM, = 0.852 g Sos = 1.009 g SDI = 0.568 g For information on how the SS and Si values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the "2009 NEHRP" building code reference document. r-4f(9r_) For PGA,„, TL, Cas, and Ca, values, please view the detailed report. 0es:Tin R ,nt Sptic!rurn Penh!, r (lee) 41,-) PRECISION DESIGN Project: SE52XC177 SEISMIC FOR MECHANICAL NONSTRUCTURAL COMPONENT: ASCE 7-10 Chapter 13 Risk Category Seismic Importance Factor I,: Site Lat: I. 47.49" 1 Seismic Site Class: D 1.0 Site Long: i-122.29* D Sps from USGS Seismic Hazard Maps and Site Lat / Long: Component Importance Ip: Component Weight Wp: Component Height / Roof Height z/h (need not exceed 1): Component Amplification Factor ap: Component Response Factor Rp: Seismic Horizontal Force Fpm = 1.6IpScsWp: Seismic Horizontal Force Fp = .4lpapSosWp(1+2(z/h))/Rp: Seismic Horizontal Force Fpmi„ = 0.31pS06Wp. Use Seismic Horizontal Force Fp = .41papS05Wp(1+2(z/h))/Rp. For Anchorage to Concrete Fp = Seismic Vertical Force E„=+/-.2S0sWp: 1.009 1.00 99.20 1.0 1.0 2.5 1.614 Wp 0.484 Wp 0.303 Wp #s 48 #s 120 #s 20 #s ASCE 7-10 Equation 12.4-4 NNW -65C -R4 7/6/2018 RS ASCE 7-10 Table 1.5-1 ASCE 7-10 Table 1.5-2 2015 IBC / 2016 CBC section 1613.3.2 ASCE 7-10 Section 13.1.3 ASCE 7-10 Table 13.6-1 ASCE 7-10 Table 13.6-1 ASCE 7-10 Equation 13.3-2 ASCE 7-10 Equation 13.3-1 ASCE 7-10 Equation 13.3-3 Design Fp= 0.48432 (2 = 2.5; ASCE 7-10 Table 13.6-1 _c, PRECISION DESIGN[ Project: SE52XC177 SEISMIC FOR MECHANICAL NONSTRUCTURAL COMPONENT: ASCE 7-10 Chapter 13 Risk Category Seismic Importance Factor}} Ie: Site Lat: f 47 Seismic Site Class: 0 1.0 Site Long: [.-_ -122.229° 0 Sps from USGS Seismic Hazard Maps and Site Lat / Long: Component Importance Ip: Component Weight Wp: Component Height / Roof Height z/h (need not exceed 1): Component Amplification Factor ap: Component Response Factor Rp: Seismic Horizontal Force Fp, = 1.6IpSpsWp. Seismic Horizontal Force Fp = .41papS0SWp(1+2(z/h))/RP. Seismic Horizontal Force Fpmin = 0.3IpSosWp: Use Seismic Horizontal Force Fp = ,41papSpsWp(1+2(z/h))/Rp. For Anchorage to Concrete Fp = Seismic Vertical Force E„=+/-.2S0SWp: 1.009 1.00 ._._ 33.30 #s 1.0 1.0 2.5 1.614 Wp 0.484 Wp 0.303 Wp 16 #s 40 #s 7 #s ASCE 7-10 Equation 12.4-4 III165AP-1XR 7/6/2018 RS ASCE 7-10 Table 1.5-1 ASCE 7-10 Table 1.5-2 2015 IBC / 2016 CBC section 1613.3.2 ASCE 7-10 Section 13.1.3 ASCE 7-10 Table 13.6-1 ASCE 7-10 Table 13.6-1 ASCE 7-10 Equation 13.3-2 ASCE 7-10 Equation 13.3-1 ASCE 7-10 Equation 13.3-3 Design Fp= 0.48432 4 = 2.5; ASCE 7-10 Table 13.6-1 PRECISION DESIGN[ Project: SE52XC177 SEISMIC FOR MECHANICAL NONSTRUCTURAL COMPONENT: ASCE 7-10 Chapter 13 Risk Category Seismic Importance Factor le: Site Lat: 47.49° Seismic Site Class: Sos from USGS Seismic Hazard Maps and Site Lat / Long: Component Importance Ip: Component Weight Wp: Component Height / Roof Height z/h (need not exceed 1): Component Amplification Factor ap: Component Response Factor Rp: D 1.0 Site Long: D Seismic Horizontal Force Fpmax = 1.6IpSosWp: Seismic Horizontal Force Fp = .4IpapSosWp(1+2(z/h))/Rp: Seismic Horizontal Force Fpmin = 0.31pSosWp: Use Seismic Horizontal Force Fp = .4lpapSosWp(1+2(z/h))/Rp, For Anchorage to Concrete Fp = Seismic Vertical Force Ev=+/-.2S0sWp: -122.29 1.009 1.00 48.50 i #s 1.0 1.0 2.5 1.614 Wp 0.484 Wp 0.303 Wp 800 MHz RRH RFDOIF-26A 7/6/2018 RS ASCE 7-10 Table 1.5-1 ASCE 7-10 Table 1.5-2 2015 IBC / 2016 CBC section 1613.3.2 ASCE 7-10 Section 13.1.3 ASCE 7-10 Table 13.6-1 ASCE 7-10 Table 13.6-1 ASCE 7-10 Equation 13.3-2 ASCE 7-10 Equation 13.3-1 ASCE 7-10 Equation 13.3-3 Design Fp= 0.48432 23 #s 59 #s = 2.5; ASCE 7-10 Table 13.6-1 10 #s ASCE 7-10 Equation 12.4-4 PRECISION DESIGN Project: Sprint SE52XC177 SEISMIC FOR MECHANICAL NONSTRUCTURAL COMPONENT: ASCE 7-10 Chapter 13 Risk Category Seismic Importance Factor le: Site Lat: 47.49° Seismic Site Class: II 1.0 Site Long: L -122.29° Q Sps from USGS Seismic Hazard Maps and Site Lat / Long: Component Importance Ip: Component Weight W,: Component Height / Roof Height z/h (need not exceed 1): Component Amplification Factor ap: Component Response Factor Rp: Seismic Horizontal Force Fpm$x = 1.6IpSosWp: Seismic Horizontal Force Fp = .4IpapSosWp(1+2(z/h))/Rp: Seismic Horizontal Force Fpm;,, = 0.3IpSosWp: Use Seismic Horizontal Force Fp = .4IpapSosWp(1+2(z/h))/Rp: For Anchorage to Concrete Fp = Seismic Vertical Force E„=+i-.2SosWp: 1.009 1.00 59.52 1.0 1.0 2.5 1.614 Wp 0.484 Wp 0.303 Wp #s 29 #s 72 #s 12 #s ASCE 7-10 Equation 12.4-4 1900 MHz RRU 2/26/2018 RS ASCE 7-10 Table 1.5-1 ASCE 7-10 Table 1.5-2 2015 IBC / 2016 CBC section 1613.3.2 ASCE 7-10 Section 13.1.3 ASCE 7-10 Table 13.6-1 ASCE 7-10 Table 13.6-1 ASCE 7-10 Equation 13.3-2 ASCE 7-10 Equation 13.3-1 ASCE 7-10 Equation 13.3-3 f2 = 2.5; ASCE 7-10 Table 13.6-1 PRECISION DESIGN Project: Sprint SE52XC177 SEISMIC FOR MECHANICAL NONSTRUCTURAL COMPONENT: ASCE 7-10 Chapter 13 Risk Category Seismic Importance Factor I,: Site Lat: 47.49' Seismic Site Class: it 1.0 Ste Long: -122.29' D Sos from USGS Seismic Hazard Maps and Site Lat / Long: Component importance Component Weight Wp: Component Height / Roof Height z/h (need not exceed 1): Component Amplification Factor a,: Component Response Factor Rp: Seismic Horizontal Force F,m,X = 1.6ipScsW,. Seismic Horizontal Force F, = .4I,a,SosW,(1+2(z/h))/Rp. Seismic Horizontal Force F„,, = 0.3I,SpsW,. 1,009 1.00 ( 71.82 1.0 1.0 2.5 1.614 1W, 0.484 W9 0.303 W, #s 'RRH-V3 2)2612018 RS ASCE 7-10 Table 1.5-1 ASCE 7-10 Table 1.5-2 2015 IBC / 2016 CBC section 1613.3.2 ASCE 7-10 Section 13.1.3 ASCE 7-10 Table 13.6-1 ASCE 7-10 Table 13.6-1 ASCE 7-10 Equation 13.3-2 ASCE 7-10 Equation 13.3-1 ASCE 7-10 Equation 13.3-3 Use Seismic Horizontal Force F, _ .41,a,S,D6W,(1+2(z/h))/Rp. 35 #s For Anchorage to Concrete F, = 87 #s 0 = 2.5; ASCE 7-10 Table 13.6-1 Seismic Vertical Force E„=+/-.2SosWp: 14 #s ASCE 7-10 Equation 12.4-4 PRECISION DESIGN Project: Sprint 5E52XC177 SEISMIC FOR MECHANICAL NONSTRUCTURAL COMPONENT: Rooftop Mounting: Risk Category: Component Importance IP: Seismic Site Class: SDS: Component Weight Wp: No I I 1.00 D 1.009 505 E -Cabinet Attaches to: ASCE 7-10Table 1.5.1 Site Lat: ASCE 7-10 Section 13.1.3 Site Long: 2015 /8C/ 2016 CBC section 1613.3.2 h.tp://earl:quake. usgs,gov/hazards/designmaps Ib Component Height/Roof Height (z/hb) (need not exceed 1): } 0.0 Component Amplification Factor a,: Component Response Factor Ra: Max Seismic Horizontal Force = = 1.6So5IPWP: Calc'd Seismic Horizontal Force Fp =[(.4aPSDsWPy,(RP,Ip)](1+2(z/h)): Min Seismic Horizontal Force Fpm;„ = 0.3S0slpWp: Governing Equation: ASCE 7-10 Equation 13.3-3 Horizontal Seismic Force (code level - strength), Fp = EH Vertical Seismic Force (code level - strength), E,=+/-.2scsWp: Horizontal Seismic Force (factored - ASD), Fp = 0.7*EH Vertical Seismic Force (factored - AS0), E, =+/-.7*.2S05wp: Overturning Moment (code level - strength), OTM = Eh * Ycg T/C Each Face of Cabinet (code level - strength), T/C = OTM/AB spcg + Ev/2 Date: 7/9/2018 Author: RS Concrete 47.49 -122.29 ASCE 7-10 Section 13.3.1, Max 1 1.0 ASCE 7-10 Table 13,6-1 2.5 I ASCE 7-I0 Table 13.6-1 1.614 0.167 0.303 0.303 152.9 101.9 107.0 71.3 Wa ASCE 7-10 Equation I3.3-2 Wa ASCE 7-I0 Equation 13.3-1 W ASCE 7-10 Equation 13.3-3 Wp Ib ib ASCE 7-10 Section 13.3.1 ib ib 5617.7 251.6 in -Ib b *FRECLS1ON DESIGN Project: Sprint SE52XC177 Wind Load on Appurtenances ANSI/TIA-222-G Section 2.6 Risk Category: 11 ANSI/TIA-222-G Table 2-1 Basic Wind Speed VULT: 110 mph ANSI/TIA-222-G Annex B adjusted for ASCE 7-10 FRP Enclosure 7/6/2018 Exposure Category: C Centroid Equipment Height z: 33.0 .11 fl Weight: i ,3543.0 lbs ASCE 7-10 Table 26.9-1 Exposure a zg: Zmm B 7 1200 15 C 9.5 900 15 D 11.5 700 15 Exposure Coefficient Kz= 2.01(zJzg)2/a": Topographic Factor Kn: Directionality Factor Kd: Velocity Pressure qz = .00256KZKeKdV2: Gust Factor Gh: ANSI/TIA-222-G Table 2-8 (Flat) Normal to Wind Aspect Ratio 2.5 7 25 Ca 1.2 1.4 2.0 Design Air Pressure = gzGhCa: Projected Area AP: FST = g2GhCaA0• Fsr = .6clzGhCaAp: a: 9.5 z3: 900 i ft 1.00_ -. 1 1.00 ANSI/TIA-222-G Section 2.6.6 0.95 ANSI/TIA-222-G Table 2=2 _ 29.5 — j psf ANSI/TIA-222-G Section 2.6.9 l - i ANSI/TIA-222-G Section 2.6.9 Aspect Ratio: Force Coefficient Ca: 1.47 1.20 35.4 psf ANSI/T1A-222-G Section 2.6.9 106.25 ft2 lbs ANSI/TIA-222-G Section 2.6.9 LRFD 2256 lbs ANSIff1A-222-G Section 2.6.9 ASO RS f)E.saxc.t7 1 Nc.6v PRP can pg Fwrkr« npc 0(ibo, EV(* 1 WOvV-65r .(Z4 `Mao aU ink, RRA g8.5o 1 D p)?e,ci Pkat Sq.�L 12 300 Mi. 2 / / go-7.aa Lit 1 1•••- f..........—.7.6„,, %_:. li 'l' 006,5 gy116,\ 7t-r,SSAP- NR 3330 7 RPH- V3 7t•€Z 14 IOTA L 3. -;f/y + + +1+ pg Fwrkr« npc 0(ibo, EV(* 1 WOvV-65r .(Z4 `Mao aU ink, RRA g8.5o 1 D p)?e,ci Pkat Sq.�L 12 300 Mi. 2 / / go-7.aa Lit 1 1•••- f..........—.7.6„,, %_:. li 'l' 006,5 gy116,\ 7t-r,SSAP- NR 3330 7 RPH- V3 7t•€Z 14 IOTA L 3. -;f/y Precision Design & Drafting Inc 11768 Atwood Rd, Suite 20 Auburn, CA 95603 (530) 823-6546 KW -46009231 +if414 WWffi); #;. Description : Pipe A =de = liolympus\POND Wireless\Drawings\Sprint WA MIM01Spnnt-SE52XC177-TukwdaPoplENG\SE52XC177 ec6 CODE REFERENCES Calculations per AISC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties :ieCmseeYz.Precision :Desigi-it,,Draftin. ?inc Analysis Method : Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Fy : Steel Yield : 35.0 ksi E: Modulus : 29,000.0 ksi E(0013) E(0,023) E(0 016) E(0,0294 E(0.016) Pipe2 Std Span =9.50ft X41 Applied Loads Beam self weight NOT intemally calculated and added Load(s) for Span Number 1 Point Load : E = 0.0160 k @ 3.750 ft, (Antenna) Service loads entered. Load Factors will be applied for calculations. Point Load : E = 0.0230 k @ 4.50 ft, (800 MHz RRH) Point Load : E = 0.0160 k @ 6.0 ft, (Antenna) Point Load : E = 0.0290 k @ 7.250 ft, (1900 MHz RRU) Point Load : E = 0.0160 k @ 8.750 ft, (Antenna) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span Mu : Applied Mn " Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections Load Combination Span 0.080: 1 Pipe2 Std 0.149 k -ft 1.872 k -ft E Only 4.506ft Span #1 0.128 in 0.000 in 0.090 in 0.000 in Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn • Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 887>=120 0 <120 1269 >=120 0 <120 Max.'-" Defl Location in Span Load Combination E Only 1 0.1284 Vertical Reaction s Load Combination Support 1 Support 2 Overall MAXimum 0.036 0.064 Overall MINimum 0.019 0.034 Desi•rLOK ; . 0.007: 1 Pipe2 Std 0.06418 k 9.450 k E Only 8.767 ft Span # 1 Max. "+" Defl Location in Span E Only 0.70 6 Only 0.5250 E Only 0.025 0.045 0.019 0.034 0.036 0.064 4.913 Support notation : Far left is #1 0.0000 0.00G Values in KIPS Precision Design & Drafting, Inc. 11768 Atwood Rd., Suite 20 Auburn, CA 95603 (530) 823-6546 1 Steel Beam LicaY`:K11146009231.,:<.k; r r �x ''^_s3 '" "': 4;;•rt-. Description : L 3x3x1/4 FRP Braces CODE REFERENCES Calculations per AMSC 360-10, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Materia! Properties Fie = Z \Draw,ngs\Sprint WA MIMOISprint-SE52XC177-TukwrlaPop\ENG\SE52XC177 ec6 x• �: = �: . '•. ' Licensee;, Precision. Desi • n'&'Draftingg#"n Analysis Method : Load Resistance Factor Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending 0(0 1036) E(0 021) Fy : Steel Yield : E: Modulus : D(0.052561 E(0.0105) 10.0 ksi 2,600.0 ksi L3x3x 1 /4 Span = 6.0 ft _ Applied Loads Beam self weight calculated and added to loading Load(s) for Span Number 1 Point Load : D = 0.1036, E = 0.0210 k @ 2.0 ft, (Pipe A) Service loads entered. Load Factors will be applied for calculations. Point Load : D = 0.05256, E = 0.01050 k @ 4.0 ft, (Pipe B) DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Overall Maximum Deflections Load Combination Span 0.749: 1 L3x3x114 0.270 k -ft 0.360 k -ft +1.40D 2.006ft Span # 1 0.066 in 0.000 in 0.416 in 0.000 in Maximum Shear Stress Ratio Section used for this span Vu : Applied Vn * Phi : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = 1,097>=240 0 <240 173 >=170 0 <170 Max. ' " Defl Location in Span Load Combination +D+0.70E Vertical Reactions ns__ Load Combination Overall MAXimum Overall MlNimum D Only +D+0.70E +0+0.5250E +0.60D +0.60D+0.70E E Only 1 04161 2.931 Support notation : Far left is #1 Support 1 Support 2 0.114 0.018 0.101 0.114 0.110 0.061 0.073 0.018 0.094 0.014 0.084 0.094 0.092 0.051 0.060 0.014 Desi • n OK` 0.035: 1 L3x3x114 0.1418 k 4.050 k +1.400 0.000 ft Span # 1 Max. "+' Defl Location in Span 0.0000 0.000 Values in KIPS (k • ,'"16ete 51,,cer,,K ttA ( - 3 ?.ter,, t Ilvftier- Q '217 YEA< L.A67 T -74j7‘c 4-'7P 1-111 If 3,7fra :51-er: A t4 -r I. I NN -0" 71V6E-(11-) ke-t 64Itize\•-• 20..11 2•°' • 4 topla ) y Ly ^v - IN t. 07/09/18 SE52XC177 - Tukwila Pop (12' -6"x8' -6"x8'-6" FRP Cupola+Antennas) Length/Area Unit Wt Total Qty. Description (ft/sf) (ibs/plf/psf) (lbs) 8 14x4x1/4" FRP Horiz 8.50 1.50 102 16 L4x4x1/4" FRP Studs 12.50 1.50 300 8 L3x3x1/4" FRP Braces 7.25 1.08 63 4 L3x3x1/4"Steel 8.50 4.90 167 1 1/4" FRP Panels 425.00 2.34 995 6 2" STD Pipes 9.25 3.66 203 1829 3 NNVV-65C-R4 99.20 298 3 r ail 65AP-1XR 33.30 100 3 RFDOIF-26A 48.50 146 3 1900 MHz RRU 59.52 179 3 RRH-V3 71.82 215 2766 Total Design Method Main Member TypeHem-Fir iLf oad & Resistance Factor Design (LRFD) —17 Connection Type Withdrawal loading iLi Fastener Type Lag Screw jvil Loading Scenario TN/A iv Adjusted LRFD Capacity 1217 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. Main Member TypeHem-Fir (North) {{ v Main Member Thickness 5.5 in. 7 Side Member Type !Steel ------ —" "'_....-_v....__... 1 vv(l t Side Member Thickness ;1/4 in. I v Washer Thickness j 1/8 in, E. Nominal Diameter 11/2 in. "0".••••••••••••171, Length 3 in. (v j Time Effect Factor Ft.() r-.1... l Wet Service Factor !C_M = 1.0 7,1 End Grain Factor'1C_eg = 1.0 Temperature Factor( C_t = 1.0 777 Adjusted LRFD Capacity 1217 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. Design Method #Hem -Fir (North) liTad & Resistance Factor Design (LRFD) 1 1 Connection Type Lateral loading ~ li i Fastener Type 'Lag Screw Loading Scenario !Single Shear F.I. Main Member Type #Hem -Fir (North) 23861bs. v! Main Member Thickness 15.5 in. 4357 Ibs. v Main Member: Angle of Load to Grain II 1181 lbs. 0 IIIm 1365 Ibs. Side Member Type jS eel IIIs U Side Member Thickness # 1/4 in. � v Side Member: Angle of Load to Grain in Washer Thickness J i/8 in. `�- 1 .1 i Nominal Diameter 1/2 in. :7 t Length 13 in. Time Effect Factor = 1.0 Wet Service Factor ,C_M = 1.0 End Grain Factor t`CC_eg = 1.0 17.7r Temperature Factor JC_ t = 1.0 ! v I Connection Yield Modes Adjusted LRFD Capacity 1078 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. Im 23861bs. Is 4357 Ibs. i II 1181 lbs. IIIm 1365 Ibs. I IIIs 1078 Ibs. IV 11221bs. Adjusted LRFD Capacity 1078 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. Precision Design & Drafting, Inc. 11768 Atwood Rd., Suite 20 Auburn, CA 95603 (530)823-6546 Description : Existing Roof Purlin CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : ASCE 7-10 Material Properties File = Z 1Drawmgs'\Spnnt WA iJl.bi0lSpnnt-SE52XC177-TukwilaPcplEVOlcng-RooertSE52XCt77 ec6 Analysis Method : Allowable Stress Design Load Combination ASCE 7-10 Wood Species Wood Grade Beam Bracing : Douglas Fir - Larch Fb + Fb Fc - Prfl Fc - Perp : No.1 Fv Ft Beam is Fully Braced against lateral -torsional buckling D(0.461) O(0.04) Lr(0 128) 1,350.0 psi 1,350.0 psi 925.0 psi 625.0 psi 170.0 psi 675.0 psi E : Modulus of Elasticity Ebend-xx 1,600.0ksi Eminbend -xx 580.0ksi Density 31.20 pcf 4x14 Span = 24.580 ft Applied Loads Beam self weight calculated and added to loads Service loads entered. Load Factors will be applied for calculations Uniform Load : D = 0.0050, Lr = 0.0160 ksf, Tributary Width = 8.0 ft, (DL+LL) Point Load : D = 0.4610 k @ 4.0 ft, (Rooftop Sleeper) .DESIGN SUMMARY. Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.999 1 4x14 1,685.47psi 1,687.50 psi +D+Lr 11.841 ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.974 in Ratio = 0.000 in Ratio = 1.463 in Ratio = 0.000 in Ratio = Maximum Force s & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Cd C C l Cr D Only 1.000 1.00 1.00 Length = 24.580 ft 1 0,459 0.200 0.90 1.000 1.00 1.00 +D+Lr 1.000 1.00 1.00 Length = 24.580 ft 1 0.999 0.363 1 25 1.000 1.00 1.00 +D+0.750Lr 1.000 1.00 1.00 Length = 24.580 ft 1 0.831 0.308 1.25 1.000 1.00 1.00 302 >=300 0 <300 201 >=180 0 <180 Desi anOK,< 0.363: 1 4x14 77.06 psi 212.50 psi +D+Lr 0.000 ft Span # 1 Moment Values Shear Values C m C t C L tv1... fb - -V iv F'v 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.76 557.51 14.38 1,685.47 11.97 1,402.70 0.00 0.00 0.00 0.00 1215.00 0.95 30.64 153.00 0.00 0.00 0.00 0.00 1687.50 2.38 77.06 212.50 0.00 0.00 0.00 0.00 1687.50 2.02 65.46 212.50 Precision Design & Drafting, Inc. 11768 Atwood Rd., Suite 20 Aubum, CA 95603 (530) 823-6546 Wood Beam Lice#.v KW -06009231 t = Description : Existing Roof Purlin Load Combination Segment Length nle = Z \Oravtngs!Spnni WA MIMOISpnnt-SE52XC177-TukwilaPoplEVO!Eng-Rober8SE52XC177 ec6 i? Max Stress Ratios_ Span# M V Cd CFN C Cr Cm C t CL Ttr,Licensee : PrecisiarrDesi rs'&.Ora — Moment Values M fb F'b Shear Values +0.600 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 24.580 ft 1 0.155 0.068 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.85 334.50 2160.00 0.57 18.38 272.00 Overall Maximum Deflections Load Combination Span Max. "-• Defl Location in Span Load Combination Max. "+" Defl Location in Span ±0+t -r 1 1.4629 12.200 0.0000 0000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAX;rnum 2.574 2.263 Overall MINimum 1.573 1.573 D Only 1.001 0.690 +D+Lr 2.574 2.263 +0+0.75OLr 2.181 1.870 +0.600 0.601 0.414 Lr Only 1.573 1.573 1111111.' - ENGINEERING 4 . 7 \ r 1' r-- • -- DATE: DESIGN - PROJECT c;' I /0 774 LA - : 1 I I I I // I \ 1 I , \ 1 -• / I l 1 _,_(_.; \\ H V 1 / \ " , i 1 !,/ • 11 ! - .., . \\-Lf --) .1 1.1 \ , i J ' / I.! 3. \ -,• / 7 11 I 11 \ ....te— , , 4-1 / 11.14 .1 1 .[ —__ :1 ___::: .,,_ __,t,..„,.. __,.., ____ \ f .1 I 1 1 i 1 i Z.14 4-6,7 i 7 - , i i 8f r V- 1 PAGE a , 1E).4 le_ 1 ±3 14- LLY wrE Liv U 1 7- 7-c.) fr 'ca.- CE A:1 IVA EY) 61". A I C ---E A,1 (2) f 1(1 F c A 'c47&,)4)9 0AI rift" re:---'ETt../,‘ 30.0 22.7 35.0 25.5 (4) 0%" 55 huLTI I , -TZ 2" EFFECTIVE EMBED INTO (E) CONC SLAB, INSTALL PER MANUF SPECIFICATIONS E -CAB ANChORSAGE 1/2"= 1 ' C1`1 PRECISION DESIGN Project: Sprint SE52XC177 NONSTRUCTURAL COMPONENT ANCHORAGE DESIGN LOADS: Fastener Design Loads: LRFO Method Max Wind Force, 1.0•Fw,: Seismic horiz (1.0)0'E9: Governed by: Governing Equation: Resist Weight, (0.9-O.2SDS)D Xc0 YcG Quantity of Bolts, Nb : Anchor Bolt Spacing 0 Iib 382 Seismic lb E -Cabinet Attaches to: ASCE 7-10 Equations 2.3.2 q6 (For Wind) ASCE 7-10 Equations 12.4.3.2 117 (For Seismic) Concrete 6. 0.90 + 1.0F1N (For Wind) 7. (0.9-0.2Sos)D + OE (For Seismic) ASCE 7-10 Equation 12.4.3.2-7 352.591 Seismic: 15 00 36 8 4 Width, a: 25 50 Depth, b: 22 70 In In Hilt! Input -Strength (Seismic) Moment: 14044 1b -in Vertical: -353 lb Shear: 382 Ib Hilt/ Input -Strength (Wind) Moment. 0 Ib -in Vertical: -353 lb Shear. 0 lb 1b in in Wind: 1500 36.8 in in (Resist. Dead Load - E9; net acting downward) (Resisting Dead Load acting downward) Note: A negative vertical load indicates a net downward vertical component Seismic Wind Overturning Moment OTM: (SeisJ: 1.0'C) E;,(Y2; (Wind/. 1.OF„ (Y) Resisting Moment RM: (Seis) (.9-.25031 Wp(X1; (Windt (.9 WP)(X) Net Moment = OTM - RM: Calculated Net Tension: [Sens): Net Moment/(AB spacing) . Ev/2; (Wind): Net Moment/(AB spacing) Calculated Total Shear: (Secs): E„ fWindj: F„ 14044 { 0 Ilb-in 5289 6818 8755 -6818 437 I 0 382 0 Ib -in Ib -in Ib lb Date. 7/9/2018 Author: RS as-- b —ter G PLAN VIEW Wo CG X F. or EH Y Ey PROFILE VIEW www.hilti.us Profis Anchor 2.7.7 Company: Precision Design & Drafting, Inc. Specifier: 11768 Atwood Rd., Suite 20 Address: Auburn, CA 95603 Phone I Fax: (530) 823-6546 1 E -Mail: bret@pdnd.com Page: Project: Sub -Project I Pos. No.: Date: 1 Sprint SE52XC177 Tukwila pop 7/9/2018 Specifier's comments: ECAB 1 Input data tM Anchor type and diameter. Kwik Bolt TZ - SS 3041/2 (2) ;,.. ,. Nullsttlyit+ "6"4""44"1"1-- j Effective embedment depth: haw = 2.000 in., hnom = 2.375 in. Material: AISI 304 Evaluation Service Report: ESR -1917 Issued I Valid: 5/1/2017 1 5/1/2019 Proof: Design method ACI 318-11 / Mech. Stand-off installation: eb = 0.000 in. (no stand-off); t = 0.125 in. Anchor plate: Ix x ly x t = 38.000 in. x 30.000 in. x 0.125 in.; (Recommended plate thickness: not calculated Profile: no profile Base material: cracked concrete, 2500, f0 = 2,500 psi; h = 8.000 in. Installation: hammer drilled hole, Installation condition: Dry Reinforcement; tension: condition B, shear. condition 8; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Seismic Toads (cat. C, 0, E. or F) Tension load: yes (D.3.3.4.3 (d)) Shear load: yes (D.3.3.5.3 (c)) SAFE -`ET Geometry (in.] & Loading jib, in-Ibj z Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor (c) 2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan www.hitti.us Profis Anchor 2.7.7 Company: Precision Design & Drafting, Inc. Specifier: 11768 Atwood Rd., Suite 20 Address: Aubum, CA 95603 Phone I Fax: (530) 823-6546 i E -Mail: bret@pdnd.com Page: 2 Project: Sprint SE52XC177 Sub -Project I Pos. No.: Tukwila pop Date: 7/9/2018 2 Proof l Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity ¢,1 / ¢v.[%] Status Tension Concrete Breakout Strength 294 1,551 19 / - OK Shear Pryout Strength 382 9,503 - / 5 OK Loading ¢ ¢v Utilization° ¢N,v [/0] Status Combined tension and shear loads 0.189 0.040 5/3 7 OK 3 Warnings • Please consider all details and hints/warnings given in the detailed report! Fastening meets the design criteria! 4 Remarks; Your Cooperation Duties Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly complied with by the user. All figures contained therein are average figures, and therefore use -specific tests are to be conducted prior to using the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you. Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data or programs, arising from a culpable breach of duty by you. Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c )2003-2009 Hilti AG, FL -9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan SML SVC Outstanding Customer POs 07/23/2018 Cust PO SO Row # Project Item Item Description Customer ID3 LineTotal Sales Director Sales Executive smart!' SVC VP Project Manager SVC Director Project Coordinator Program Manager TBD June 2018 $7,558.52 Northwest - $7,558.52 Sprint - $7,558.52 21041 246 102878 Sprint - WA/OR - SD - MOD - Macro - PT - 800 MHz M999.3 Permit Fees SE03XC229 $832 N Winch K Kimmich B Petersen K Johnson S Carl 21041 253 102878 Sprint - WA/OR - SD - MOD - Macro - PT - 800 MHz M999.3 Permit Fees SE52XC102 $2,156 N Winch K Kimmich B Petersen K Johnson S Carl 21041 254 102878 Sprint - WA/OR - SD - MOD - Macro - PT - 800 MHz M999.3 Permit Fees SE03XC005 $45 N Winch K Kimmich K Johnson B Petersen S Carl 21041 255 102878 Sprint - WA/OR - SD - MOD - Macro - PT - 800 MHz M999.3 Permit Fees SE03XC005 $182 N Winch K Kimmich K Johnson B Petersen S Carl 21041 256 102878 Sprint - WA/OR - SD - MOD - Macro - PT - 800 MHz M999.1 Zoning Fees SE33XCO25 $4,343 N Winch K Kimmich B Petersen K Johnson S Carl CONFIDENTIAL - NOT FOR REDISTRIBUTION Report Run Date and Time: 07/23/2018 10:04 am Page 1 of 4 Cust PO SO Row # Project Item Item Description Customer 1D3 LineTotal Sales Director Sales Executive • SVC VP Project Manager SVC Director Project Coordinator Program Manager TBD July 2018 $2,441.30 Northwest - $2,441.30 Sprint - $2,441.30 21041 258 102878 Sprint - WA/OR - SD - MOD - Macro - PT - 800 MHz M999.3 Permit Fees SE03XC011 $2,156 N Winch K Kimmich K Johnson B Petersen S Cart 21041 259 102878 Sprint - WA/OR - SD - MOD - Macro - PT - 800 MHz M999.3 Permit Fees SE29XC265 $285 N Winch K Kimmich B Petersen K Johnson S Carl CONFIDENTIAL - NOT FOR REDISTRIBUTION Report Run Date and Time: 07/23/2018 10:04 am Page 2 of 4 3/5/2020 0 o City of Tukwila Department of Community Development NANCY SEARS 11410 NE 122 WAY - SUITE 102 KIRKLAND, WA 98034 RE: Permit No. D18-0270 SPRINT 3311 S 120 PL Dear Permit Holder: Allah Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/27/2020. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or fmal inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/27/2020, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0270 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 0 City of Tukwila a Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 17, 2019 Colleen Donahue Smartlink 11410 NE 122nd Way, Ste 102 Kirkland, WA 98034 RE: Request for Extension #2 Permit Number D18-0270 Dear Colleen, This letter is in response to your written request for an extension to Permit D18-0270. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through April 27, 2020. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Rachelle Ripley Permit Coordinator File: Permit No. D18-0270 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov October 18, 2019 City of Tukwila Community Development and Public works 6300 Southcenter BLvd., Suite 100 Tukwila, WA 98188 RE: Permit D18-0270: Permit Extension Request 3311 S 120th PL Tukwila, WA 98188 Dear City of Tukwila, RECEIVED CITY OF TUKWILA OCT 1 8 2019 PERMIT CENTER This letter is to request an extension of the above referenced permit. Due to circumstances beyond Sprint's control, the equipment for this modification has not been delivered and Sprint has not been able to complete the permitted work. It would be much appreciated if the City would extend this permit. Respectfully, Colleen Donahue on behalf of Nancy Sears: Smartlink for Sprint Sr. Land Use Specialist Request for Extensior. . # 1. Current Expiration bate: :0 "j-7 H Extension Request: Approved for Jr il days Denied (provide explanation) Signature. initials ___ 11410 NE 122nd Way, Suite 102. Kirkland, WA 98034 p 425-444-1434 smartlinkllc.com 9/3/2019 City of Tukwila Department of Community Development NANCY SEARS 11410 NE 122 WAY - SUITE 102 KIRKLAND, WA 98034 RE: Permit No. D18-0270 SPRINT 3311 S 120 PL Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 10/27/2019. Based on the above, you are hereby advised to: 1) CaII the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 10/27/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0270 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 p a City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 11, 2019 Nancy Sears 11410 NE 122nd Way Suite 102 Kirkland, WA 98034 RE: Request for Extension #1 Permit Number D18-0270 Dear Ms. Sears, This letter is in response to your written request for an extension to Permit D18-0270. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit through October 27, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, Jazzel Salazar Permit Technician File: Permit No. D18-0270 • Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Colleen Donahue <Colleen.Donahue@smartlinkllc.com> Sent: Tuesday, March 19, 2019 11:22 AM To: Bill Rambo Cc: Nancy Sears Subject: Permit # D181-0270: Request for extension Sprint ID SES2XC177 Good Morning Bill, I am making this request to have this permit extended on behalf of Nancy Sears. Please extend this permit. Sprint experienced several delays in receiving the needed equipment from the manufacturer, and consequently they are behind schedule for this project. Nancy Sears Smartlink LLC 11410 NE 122"d Way Ste 102 Kirkland, WA 98034 (m) 425-444-1434 Thank -you! ea€eeea Dooduee smartlink Real Estate I Leasing & Permitting 11410 NE 122rd Way Ste 102 Kirkland, WA 98034 (m) 425-444-1269 colleen.donahue@smartlinkllc.com Request for Extensio: # Current Expiration Date: 1-1')--Liq Extension Request: Approved for r�d Denied (provide explanation) days Signature n.itials CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. RECEIVED CM OF TUKWILA MAR 19 2019 PERMIT CEDSTER 3/1/2019 0 i % Ci ofTukwila ��° Department of Community Development 8 NANCY SEARS 11410 NE 122 WAY - SUITE 102 KIRKLAND, WA 98034 RE: Permit No. D18-0270 SPRINT 3311 S 120 PL Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not' begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 4/27/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 4/27/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, 'Bill Rambo Permit Technician File No: D18-0270 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 IM 0 0 City of Tukwila Department of Community Development September 20, 2018 NANCY SEARS 11410 NE 122 WAY KIRKLAND, WA 98034 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0270 SPRINT - 3311 S 120 PL Dear NANCY SEARS, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. • (GENERAL INFORMATION NOTE) PLAN SUBMITTALS: (Min. size 11x17 to a preferably maximum size of 24x36; all sheets shall be the same size; larger sizes may be negotiable. "New revised" plan sheets shall be the same size sheets as those previously submitted.) "STAMP AND SIGNATURES" (If applicable) For Engineers: "Every page of a plan set must contain the seaUstamp, signature of the licensee(s) who prepared or who had direct supervision over the preparation of the work, and date of signature. Specifications that are prepared by or under the direct supervision of a licensee shall contain the seal/stamp, signature of the licensee and the date of signature. If the "specifications" prepared by a licensee are a portion of a bound specification document that contains specifications other than that of an engineering or land surveying nature, the licensee need only seal/stamp that portion or portions of the documents for which the licensee is responsible." It shall not be required to have each page of "specifications" (calculations) to be stamped and signed; Front page only will be sufficient (WAC 196-23-010 & 196-23-020). Architects: "date" only not required (WAC 308-12-081). (BUILDING REVIEW NOTES) 1. The plans and calculations from the engineer does not have the date of signature or it is not legible. Provide the documents with engineer's signature with the date of that signature. See general note Above. Note: Contingent on response to these corrections, further plan review may request for additional corrections. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 If you have any questions, I can be`reached at (206)433-7165. Sincerely, N -t Rac e le RI . ey Permit Technician File No. D18-0270 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0270 PROJECT NAME: SPRINT SITE ADDRESS: 3311 S 120 PL Original Plan Submittal X Response to Correction Letter # 1 DATE: 10/22/18 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: AtJ PM & to D- \`6 Building Division I Public Works Fire Prevention Structural Planning Division nPermit Coordinator IN PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 10/23/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 11/20/18 Approved Corrections Required n Approved with Conditions ❑ Denied n (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0270 PROJECT NAME: SPRINT SITE ADDRESS: 3311 S 120 PL X Original Plan Submittal Response to Correction Letter # DATE: 08/28/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: irb46\\1$ Building DOiv ision M /A— Public Works AMC ay6,16 °�\I� Fire Prevention 11 Planning Division Structural fn Permit Coordinator • PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) REVIEWER'S INITIALS: DATE: 08/30/18 Structural Review Required DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 09/27/18 Approved n Approved with Conditions Corrections Required n Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: n REVIEWER'S .INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg IS/ Fire ❑ Ping ❑ PW 0 Staff Initials: 12/18/2013 Date: 10/1/18 n City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D18-0270 ❑ Response to Incomplete Letter # RECEIVED ❑ Response to Correction Letter # 1 CITY OF TUKWILA ❑ Revision # after Peimit is Issued OCT 2 2 2018 ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # PERMIT CENTER Project Name: SPRINT Project Address: 3311 S 120TH PL Contact Person: Nancy Sears Phone Number: 425.444.1434 Summary of Revision: Submitting 24"x36: full size wet stamped dated and signed plans per corrections letter. kAtA, 1.04 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: q- Entered in TRAKiT on /0/2-9- firr C:\ Usersinancysears\AppData\L.ocal\Microsoft\ Windows \INetCache\Content.0utlook\TR437C29\Revision Submittal Fonn.doc Revised: August 2015 PAJ TELECOM INC kWashington State Department of "Labor & Industries C home Espanol Contact Safety & Health Claims & Insurance a Search L&I Page 1 of 2 A -'L Index Help My L&1 Workplace Rights Trades & Licensing PAJ TELECOM INC Owner or tradesperson Principals ALLEN, JOSEPH DANIEL, PRESIDENT Doing business as PAJ TELECOM INC WA UBI No. 604 011 562 PO BOX 522 GLADSTONE, OR 97027 503-481-1669 Business type Corporation Governing persons PENNY ALLEN JOSEPH D ALLEN; License Verify the contractors active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. .............. Meets current requirements. License specialties GENERAL License no. PAJTETI848MA Effective — expiration 07/01/2016— 07/01/2020 Bond ................. Western Surety Co Bond account no. 62833000 $12,000.00 Received by L&I Effective date 07/01/2016 06/29/2016 Expiration date Until Canceled Insurance ......................_. Ohio Security Ins Co $1,000,000.00 Policy no. BKS57997208 Received by L&I Effective date 02/01/2018 12/07/2017 Expiration date 12/07/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604011562&LIC=PAJTETI848MA&SAW= 10/29/2018 PAJ TELECOM INC L&I Tax debts No L&I tax debts are recorded for this con , for license during the previous 6 year period, but son:,,•bts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. i Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 643,906-00 ................................. Doing business as PAJ TELECOM INC Estimated workers reported Quarter 2 of Year 2018 "4 to 6 Workers" L&I account contact T5 / JAVIER PAREDES (360)902-4639 - Email: PAJB235@lni.wa.gov Account is current. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes ........................................................ No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 10/28/2016 Inspection no. 317942651 Location 4502 N Pearl St Tacoma, WA 98407 No violations Page 2 of 2 © Washington State Dept, of Labor & Industries. Use of this site is subject to the laws of the state of Washington. Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=604011562&LIC=PAJTETI848MA&SAW= 10/29/2018 S • t O\I); TV P 0 Chan .r^ f roiic FILE Fern!.. !`!a" ^ COPY JI - to t';r- 0' srnne 010 terat4\\ c Q. VI smart 1997 ANNAPOLIS EXCHANGE PARKWAY ANNAPOLIS, MARYLAND 21401 : c. Plan review a:- :' ' ;,-t - - 5 52XC177 aS UKWI A FOr Approval cf c_.,_ of approvedFia'^ By:__ . cry 2...:.-:: ,..., '7a+ rs : CI;;;;,,,::; -_ :. : . 3 , a-:::.:c.i.,..c._ .._..:_ ..:: Date: 0911% �', 331 15 12OT11 PL iCity L iLi'..` TUKWILA, WA 98168 PROJECT DESCRIPTION VICINITY MAP CODE COMPLIANCE Z 0 w liiZ Q s9 g. v v a WI Fill irk I $ MODIFICATION TO AN (E) UNMANNED TELECOMMUNICATION FACILITY CONSISTING OF: 1. REMOVE (3) (E) ANTENNAS 4 REPLACE WI (3) (N) DUAL -BAND ANTENNAS 4 (3) (N) 2.5 GHz ANTENNAS 2. REMOVE (3) (E) RRUS 4 REPLACE WI (3) (N) 800 MHz RRH, (3) (N) 1900 Mhz RRUS 4 (3) (N) 2.5 GHz RRH-V3 3. INSTALL (N) FRP ANTENNA SCREEN 4. INSTALL (N) ECAB 5. INSTALL (3) (N) HYBRID CABLES :.,,;.. Golf and nt,yclub cl ALL WORK 4 MATERIALS SHALL BE PERFORMED 4 INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS 15 TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING THESE CODES: I . 2015 INTERNATIONAL BUILDING CODE, STANDARDS 4 AMENDMENT5 - WAC 51-50 2. 2015 INTERNATIONAL MECHANICAL CODE, STANDARDS 4 AMENDMENTS CODES AS TO co °�''�`' Z , o ,,a, ,� o re co -cp 0 ai W ��„ a Lm CD w �r 4.112 �5 E Wi o G. REMOVE (E) CLEARWIRE CABINET, GP5 4 CABLES cl - WAC 51-52 3. 2015 INTERNATIONAL FIRE CODE, STANDARDS 4 AMENDMENTS - WAC 51-54A CODE, AMENDMENTS 51-56 _ __-_..._ ..;_'T -' PROJECT INFORMATION�t:„..=aI 4. 2015 UNIFORM PLUMBING STANDARDS 4 - WAC 5. 2015 WASHINGTON STATE ENERGY CODE, STANDARDS * AMENDMENTS -WAC 5 I - I I C ---'- • 0 ,, ,;►° L7 Plcrr. mq�� SITE NAME: TUKWILA POP SITE #: 5E52XC 177 SITE TYPE: BUILDING JURISDICTION: CITY OF TUKWILA COUNTY: KING POWER: PUGET SOUND ENERGYA APN: 1023049078 TELEPHONE: A747 SITE ADDRESS: 331 I 5120ThPL TN SITE LOCATION c,0s, G. LOCAL BUILDING 7. CITY/COUNTY 8. AN51lEIA-TIA-222-G ALONG WITH ANY ACCESSIBILITY ORDINANCES OTHER CODES APPLICABLE LOCAL REQUIREMENTS 4 STATE LAWS AND REGULATIONS ^ C..i . ' -.. .• rl.•i r...; -. r,\T:..,��J A. Mc �o. 0�' _ - sn ��ONA�50 £N 940'l �� TUKWILA, WA 98168 THIS FACILITY 15 UNMANNED 4 NOT FOR HUMAN HABITATION. ACCESSIBILITY REQUIREMENTS ARE NOT REQUIRED IN ACCORDANCE WITH THE 2015 TUKWILA TUKWILA, SE52XCI77 331 I S 120TH WA 98165 POP PL CURRENT ZONING: MIC/H OCCUPANCY TYPE: U, (UNMANNED COMMUNICATIONS FACILITY) DRIVING DIRECTIONS IBC BUILDING CODE PROPERTY OWNER: INTERNATIONAL GATEWAY EAST LLC 12201 TUKWILA INTERNATIONAL BLVD SEATTLE> WA 98168 FROM: 15395 5E 30TH PLACE, BELLEVUE, WA 98007 TO: 3311 5 120TH PL, TUKWILA, WA 98168 C074.,ECTiON ;:IR# .1 __ _ _ APPLICANT: SPRINT ATTN: TERYL WIEGEL (425) 76 I -4323 I. HEAD NORTH 174 FT 2. SLIGHT RIGHT TOWARD 5E 30TH PL 108 FT 3. TURN RIGHT ONTO SE 30TH PL 364 FT SHEET INDEX APPROVAL 4. TURN RIGHT ONTO 156TH AVE SE 15395 5E 30TH PLACE 0.2 MI 5. KEEP LEFT, FOLLOW SIGNS FOR I-90 W/SEATTLE AND MERGE ONTO 1-90 W 0.2 MI SHEET DESCRIPTION REV BELLEVUE, WA 98007 6. MERGE ONTO 1-90 W 5.6 MI 7. USE THE LEFT LANE TO TAKE THE INTERSTATE 5 5 EXIT TOWARD TACOMA/PORTLAND 0.6 MI T- I TITLE SHEET RF ISSUE STATUS SITE ACQUISITION: SMARTUNK ATTN: BRIANNE PETERSEN (406) 749-0046 BRIANNE.PETERSEN@SMARTLINKLLC.COM 5. MERGE ONTO l-5 5 5.8 MI 9. TAKE EXIT 158 FOR BOEING ACCESS RD TOWARD E MARGINAL WAY 0.2 MI 10. TURN RIGHT ONTO 5 BOEING ACCESS RD 0.4 MI A A 2 I OVERALL SITE PLAN SITE PLAN LEASING �` V " a `� Y A DATE DESCRIPTION CD 0311/29/17 CD 900� CONTACT: SMARTLINK ATTN: NANCY SEARS 1 I . SHARP LEFT ONTO E MARGINAL WAY 5 0.6 MI 12. TURN RIGHT TO STAY ON E MARGINAL WAYS 0.2 MI 13. TURN RIGHT ONTO 5 120TH PL 0.1 MI A-3 EQUIPMENT A_4 ANTENNA PLANS PLANS - ZONING OCT y T , 4ZONING f7. 1�1� 06/1 1118 CD 90% SC 07/10118 CD 100% (425) 444- 1 434 14. TURN LEFT 328 FT A-5 ELEVATIONS AT - EtHLC' ; ;, �,,;; ;..1 NANCY.SEARS@SMARTLINKLLC.COM END AT: 331 15 120TH PL, TUKWILA, WA 98I G8 A 6 DETAILS _ CONSTRUCTION DRAWN BY: W. CARTER CONSTRUCTION CONTACT: SPRINT 15395 SE 30TH PLACE BELLEVUE, WA 98007 ESTIMATED TIME: 25 MINS ESTIMATED DISTANCE: 17.3 MI A-7 S- I DETAILS STRUCTURAL DETAILS - - SPRINT CHECKED 8Y: J. RUSSELL APPROVED BY: B. McCOMB LATITUDE: 47 29' 41.2" N (47.494778) LONGITUDE: 122° 17' 26.03" W (-122.290564) WAD 83 E- I GROUNDING DETAILS - PUGET SOUND ENERGY DATE: 07/10/15 SHEET TITLE: TITLE SHEET AMSL: -±151 giblg RECEIVED CITY OF TUKWILA NUMBER T- I Ibi • O OCT 22 2010 PERMIT CENTER PROJECT GENERAL NOTES I . THIS FACILITY I5 AN UNOCCUPIED WIRELESS TELECOMMUNICATION FACILITY. 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS NOTED OTHERWISE. 3. THE SCOPE OF WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 4. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTORS SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, AND CONFIRM THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES ARE TO DE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER AND ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 5. IT 15 THE RESPONSIBILITY OF THE CONTRACTOR TO PAY FOR PERMIT FEES AND TO OBTAIN SAID PERMITS AND TO COORDINATE INSPECTIONS. 6. THE CONTRACTOR 5HALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 7. CALL BEFORE YOU DIG. CONTRACTOR 15 REQUIRED TO CALL 51 I (NATIONWIDE "CALL BEFORE YOU DIG" HOTLINE) AT LEAST 72 HOURS BEFORE DIGGING. 8. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPUCABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 9. THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. CONTRACTOR SHALL ALSO COORDINATE ALL PORTIONS OF THE WORK UNDER THE CONTRACT; INCLUDING CONTACT AND COORDINATION WITH THE CONSTRUCTION MANAGER. AND WITH THE LANDLORD'S AUTHORIZED REPRESENTATIVE. 10. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER. I I . KEEP GENERAL AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY, LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 12. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED, OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 13. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC AND ALL OTHER UTILITIES WHERE ENCOUNTERED IN THE WORK SHALL BE PROTECTED AT ALL TIMES. 14. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 15. CONTRACTOR SHALL PROVIDE A TOILET FACIUTY DURING ALL PHASES OF CONSTRUCTION. 16. SUFFICIENT MONUMENTATION WAS NOT RECOVERED TO ESTABLISH THE POSITION OF THE BOUNDARY LINES SIIOWN IIERCON. TI IC BOUNDARY REPRESENTED ON THIS MAP 15 BASED ON COMPILED RECORD DATA AND BEST FIT ONTO EXISTING IMPROVEMENTS. IT IS POSSIBLE FOR THE LOCATION OF THE SUBJECT PROPERTY TO SHIFT FROM THE PLACEMENT SHOWN HEREON WITH ADDITIONAL FIELD WORK AND RESEARCH. THEREFORE ANY SPATIAL REFERENCE MADE OR SHOWN BETWEEN THE RELATIONSHIP OF THE BOUNDARY LINES SHOWN HEREON AND EXISTING GROUND FEATURES, EASEMENTS OR LEASE AREA I5 INTENDED TO BE APPROXIMATE AND 15 SUBJECT TO VERIFICATION BY RESOLVING THE POSITION OF THE BOUNDARY LINES. 17. CONTRACTOR TO VERIFY THE LATEST/CURRENT RF DESIGN. (E) TREES i (E) BUILDING (E) PARKING LOT SEE SITE PLAN 7 (E) PARKING LOT PROPERTY LINE j (E) BUILDING / /////////. (E) SITE ACCESS ROUTE PROPERTY LINE 5 120T11 PL ////////////////////////////////////////////////////// / / O Q / oL II / (N) SPRINT HYBRID FIBER CABLES FROM (N) 13 o / SPRINT CABINET TO (N) SPRINT RRI15, ± 135' � w / / / / / (N) FRP ENCLOSURE Wl (N) SPRINT ANTENNAS* RRl15 / / / / (E) BUILDING / / / � / / //// ///// ///////////////////////////////////////// lil Ili l ❑❑❑ ❑❑❑ HYBRID APN: 1023049078 7////// ' f i I T (E) ALTERNATE SITE ACCESS ROUTE ///////////// // //////////////?////ri////////// N (E) BUILDING OVERALL SITE PLAN 1 "=40 NOTE: SOME EQUIPMENT NOT SHOWN IN OVERALL SITE PLAN. SEE A-3 0 20 40 50 120 200 / / PROPERTY LINE r////////)////////////, (E) JUNCTION BOX, TYP 35Th AVE 5 J City c` Ti115/ 1n BUIL RECEIVED CITY OF TUKWILA OCT 22 2018 �Q RMITGEp1iFR Sprint smart 1997 ANNAPOLIS EXCHANGE PARKWAY ANNAPOLIS, MARYLAND 2 140 I ECISION UESIGN gtafi" ', INC. 'hone. (5301 823-6546 www.odnd_com hH. Pal oli 11 ME nq !i 0 cc A. MCC°. 9695 arsrEaE° sION At e° TUKWILA SE52XC177 3311 5 TUKWILA, 120TH WA 98168 POP PL ISSUE STATUS A DATE DESCRIPTION I I/29/17 CD 90% 03/06/ 18 CD 100% 06/1 1/18 CD 90% SC 07/10/I5 CD 100% DRAWN BY: W. CARTER CHECKED BY: J. RUSSELL APPROVED BY: B. McCOMB DATE: 07/ 10/ 18 SHEET TITLE: OVERALL SITE PLAN SHEET NUMBER A -I • PROPERTY LINE 5 120TN PL /7///////////////////////////////////////////////////// APN: 1023049075 (E) BUILDING SEE ANTENNA PLANS B SEE ANTENNA PLANS A (N) FRP ENCLOSURE W/ (N) SPRINT ANTENNAS E RRHS b HYBRID rA uouua -HYBRID HYBR D �y csc"- Ftil• Pea2us %//////////////////////////////////////////////////////% PROPERTY UNE (E) PARKING LOT (E) ALTERNATE SITE ACCESS ROUTE PROPERLY LINE (E) SITE ACCESS ROUTE (E) ROOF ACCESS HATCH (E) JUNCTION BOX, TYP (N) SPRINT HYBRID FIBER CABLES FROM (N) SPRINT CABINET TO (N) SPRINT RRHS, ± 135' (E) BUILDING ////////// SITE PLAN 1'=20' NOTE: SOME EQUIPMENT NOT SHOWN IN SITE PLAN. SEE A-3 0 la 20 40 GU 100 35TI1 AVE S T 2 City of ELU L';: , G'.:' ^• I1ECEIP/ED CITY OF TUKWILA OCT 22 2018 PERMITrE R NV • Dr Sprint smart 1997 ANNAPOLIS D(CHANGE PARKWAY ANNAPOLIS, MARYLAND 21401 W 0 0 U a z ..a I 6 hisi i . L €i m %� of ligi ba hp !!hi MP ggxE If 4 PRECISION 1 A IF Phone: (530) 823-6546 w 11768 Atwood Rd, Suite 20 A sass c�v Cr�R� TU TUKWILA, KWI 5E52XCI77 3311 5 LA 120T1 WA 98168 POP FL I5S1JE STATUS A DATE DESCRIPTION 11/29/17 CD 90% 03/06/ I8 CD 100% OG/I 1/18 CD 90% SC 07/10/18 CD 100% DRAWN BY: W. CARTER CHECKED BY: J. RJSSfLL APPROVED BY: B. McCOMB PATE: 07/10/18 SHEET TITLE: 51TE PLAN SHEET NUMBER A-2 (E) SERVER ROOM (E) SPRINT EQUIPMENT CABINET TO BE REMOVED (E) EQUIPMENT BY OTHERS (E) EQUIPMENT RACK BY OTHERS (E) DC POWER BANK (E) CHAINUNK FENCE-- \1/4 o-o-o--❑-0---❑0-fl O 0 TN EXISTING EQUIPMENT PLAN (N) SPRINT HYBRID FIBER CABLES FROM (N) SPRINT CABINET TO (N) SPRINT RRHS, ± 135' (N) SPRINT INDOOR EGAD 1 HYBRID • —1 TN NEW EQUIPMENT PLAN OCT,) ��{{ ^. 73 l: Crl s-} Lb+J City cf Tv! v'g1 RECE!VEO CITY OF TUKWILA OCT 22 2018 /IC\ 411110 C .1511 Ur) 1997 ANNAPOLIS EXCHANGE PARKWAY ANNAPOLIS, MARYLAND 214OI ccttalerint, INC. Phone: (530) 823-6546 www.pdnd.com 11768 Atwood Rd, Suite 20 Auburn, CA 95603 h Oh Wi 3 till [lei HI Zi 0 U) 0 w� 1" 6.S,o,sn �vG i G TUKWILA SE52XC177 331I5I2011PL TUKWILA, POP WA 981 68 ISSUE STATUS A DATE DESCRIPTION I1/29/17 CD90% 03/06/ 18 CD 100% 0C/I 1/18 CD 90% SC 07/ 10/ I8 CD I 00% DRAWN BY: W. CARTER CHECKED BY: J. RU55ELL APPROVED BY: B. McCOMB DATE: 07/ 10/ 18 SHEET TITLE: EQUIPMENT PLANS SHEET NUMBER A-3 Oft •PrOl9 (E) SPRINT MW ANTENNA TO BE RELOCATED, TYP (E) SPRINT RRU TO BE REMOVED, ( I ) PER SECTOR, (3) TOTAL (E) H-FRAME TO BE REMOVED (E) RADOME TO BE REMOVED (E) SPRINT ANTENNA TO BE REMOVED, (1) PER SECTOR, (3) TOTAL 0.� TN b I 0 ug AIIL Is armfrusail • 00 00 g 4 (E) BALLAST MOUNT TO BE REMOVED 00 30 -"- "111/ 00 00 EXISTING ANTENNA PLAN A AZIMUTH = TBD MICROWAVE (E) BALLAST MOUNT (E) SPRINT MW ANTENNA TO REMAIN TN 5'-O 5'-0" 1 o0 00 00 00 000 000 EXISTING ANTENNA PLAN /2"= I'-O" NOTE: NO CHANGE TO (E) PLAN AZIMUTH = 95.7023° MICROWAVE SFdo4:78/ 2). (N) SPRINT 2.5 GHz ANTENNA, ( I ) PER SECTOR, (3) TOTAL (N) SPRINT 2.5 GHz RRH-V3, (1) PER SECTOR, (3) TOTAL (N) SPRINT FRP ENCLOSURE TO MATCH (E) BUILDING COLOR (N) SPRINT 800 MHz RRH, ( I ) PER SECTOR, (3) TOTAL (N) SPRINT 1900 MHz RRU, (I) PER SECTOR, (3) TOTAL (N) SPRINT DUAL -BAND ANTENNA, -� ( I ) PER SECTOR, (3) TOTAL ANTENNA AND TRANSMISSION CURRENT EBTS) CABLES SCHEDULE (VERIFY WITH ANTENNA TECHNOLOGY TECHNOLOGY PROPOSED TECHNOLOGY EXISTING ANTENNA MODEL PROPOSED ANTENNA MODEL ANTENNA AZIMUTH RAD CENTER TRANSMISSION UNE EXISTING PROPOSED LENGTH TYPE(5) CONVEYANCE 4 G o I 1900 MHz 800/ 1900 MHz SINGLE -BAND ANTENNA COW/SCOPE NNW-65C-R4 0' 0' 33'4' ± 135' FIB .+48VDC RG5 OR SEALTTIE FLEX 2 2500 MHz COMM50OPE 1TTT65AP- I XR 0' 33' 0 ± 135' FIBER 6 +48VDC R OR. SEALTTIE FIE( 3 - - - - - CS, I 1900 Mhz 800/1900 Mhz SINGLE -BAND ANTENNA COMMS(OPE NNW-G5C-R4 120' 120' 33'-0' ± 135' +48VDC RG5 OR SEALTTTE FIE( 2 2500 MHz COMMSCOPE TT1i65AP-IXR 120 33' 0 ±135' FIBER t +48VDC RG5 OR SEALTRE nD( 3 - - - - - - - _ - g N- I 1900 Mhz 800YI900 MHz SINGLE -BANG ANTENNA COMMSCOPE NNW-65GRA 240' 240' 33'-0' ± 135' FIBER 48VD`C RG5 OR MALT& FLEX 2 2500MHz COMMSCOPETTTT65AP-1XR 240° 331-0 ±135' +48VDC FIBER 4 RG5 ORSFALTITET'L X 3 - - - - - - - - - cg GM LI GP5 LI GPS-TMG-HR-26N GP5-TMG-HR-26N - - - - - - AZIMUTH = 0° TN k NEW ANTENNA PLAN A 1 /2'=1'-0' (E) ROOF FRAMING BELOW, CONTRACTOR TO VERIFY (E) RELOCATED SPRINT MW ANTENNA, TYP (N) SPRINT HYBRID FIBER CABLES FROM (N) SPRINT CABINET TO (N) SPRINT RRHS, ± 135' (N) 8'-6"X8'-6" SPRINT LEASE AREA AZIMUTH = 95.7023o MICROWAVE NOTES: . CASTING ANTENNAS ME CDMA UNLESS NOTED OTHERWISE. 2. DIMENSIONS OF D(ISTING ANTENNAS SPACING OR PLATFORMS ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY PRIOR TO START OF CONSTRUCTION. 3. PROPOSED SPRINT ANTENNAS INCLUDE RESPECTIVE RRUS WHICH SHALL BE MOUNTED ON THE PIPE BEHIND THE ANTENNA SIMILAR TO THAT SHOWN IN RRU MOUNTING DETAILS. 4. FIELD VERIFY EXISTING AZIMUTH BEFORE SLIDING THE ANTENNA. PRIOR APPROVAL FROM SPRINT MUST BE OBTAINED BEFORE MOVING ANY ANTENNAS. 5. APPROXIMATE LENGTH OF (I) ANTENNA CABLE RUN = APPROX. LENGTH OF LATERAL DISTANCE + ANTENNA MOUNTING HEIGHT + 20 6. CONTRACTOR SHALL VERIFY THE DOWNNLT Of EACH ANTENNA WITH A DIGITAL LEVEL 7. CONTRACTOR TO CONFIRM ANTENNA CABLE COLOR CODING PRIOR TO CONSTRUCTION. (SEE SHEET RF-2) 8. COLOR BANDING SHALL BE 2' WIDE ON THE MAIN UNE (5 WRAP MIN.) SPACING TO BE 1' BETWEEN COLORS. COLOR BAND ON JUMPERS I' WIDE WTTH ISPACE START COLOR BANDS 2' BEYOND WEATHERPROOFING. START SECTOR COLOR NEXT TO END CONNECTOR. SE SHEET RF-2 FOR HYBRID ANTENNA CABLE COLOR CODING. 9. COAX JUMPERS SHALL NOT EXCEED 15' IN LENGTH; CONFIRM SPECIFIC LPNGT11 PER 51TE WITH CURRENT EBTS y_j. tas•n. n.. OCT 24 .. City cf Tug.. 1a EU(I.I tCr......a RECEIVED CITY OF TUKWILA OCT 22 2E8 PERMIT CENTER 4-0 C • ISIN tr a o H a N Zo az 0) m o V III 114 qtafiisir, INC. Phone: (530) 823-65t6 www.pdnd.com 11768 Atwood Rd, Suite 20 Auburn, CA 95603 IIESE RN6 NID SPECEICATION$,AS INSTRUMENTS OF SERVICE, NE AND SHALL PE INN TIE PROPERTY CC PPECISIOTDESIGN M A DRAFTING INC WMEFER THE PNDECTS FOR THEY ARE ME EIE LIED OR NOT. THESE DRAWINS/NDSPECJFlGMtYH NS S1 LCEO 8ESO NOT SE USED Y NM PERSON OR ENTITY ON OTHER MI W ECTS WIT OUT PPIC R WMIEN CONSENT OF THE ENGINEER f agrlylDNt J. PRECISMN DESIGN & ORIONS INC. NL RIGHTS RESERVED. z 0 W .. - 00 A. MCC° i 93� Yprg• �u4 %NAL046_�" /40S (/ TUKWILA SE52XCI77 3311 5 TUKWILA, POP 120TH PL WA 98168 ISSUE STATUS L. DATE DESCRIPTION 11/29/17 CD 90% 03/06/ 18 CD 100% 06/1 I/18 CD 90% 5C 07/10/18 CD 100% DRAWN BY: W. CARTER CHECKED BY: J. RUSSELL APPROVED BY: B. McCOMB DATE: 07/ 10118 SHEET TITLE: ANTENNA PLANS SHEET NUMBER A-4 bLtt 0110 (E) BUILDING PARAPET (E) ROOF UNE -NN (E) SPRINT MW ANTENNA TO BE RELOCATED, TYP OF (3) (E) RADOME TO BE REMOVED (E) SPRINT ANTENNA TO BE REMOVED, TYP OF (3) (E) SPRINT RRU TO BE REMOVED, TYP OF (3) (E) BALLAST MOUNT TO BE REMOVED 1 11 11 1 1 1 1 1 1 1 1 1 11 11 I 1 1 1 1 1 1 1 11 I I I I 1 I I I I II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III 11 1 1 1 1 1 1 1 1 11111 III I I 1 I 1 ''I 1 I I I I 1 1 1 1 1 1 1 I I I ''I 111 11I (N) SPRINT FRP ENCLOSURE PAINTED TO MATCH (E) BUILDING (N) SPRINT 2.5 GHz ANTENNA, (1) PER SECTOR, (3) TOTAL (N) SLEEPER, TYP III110- II I► 11 u EXISTING EAST ELEVATION 3/ 16"=1 '-0" Y RID (E) RELOCATED SPRINT MW ANTENNA, TYP (N) SPRINT DUAL -BAND ANTENNA, ( I ) PER SECTOR, (3) TOTAL (N) SPRINT 800 MHz RRI, (I) PER SECTOR, (3) TOTAL (N) SPRINT 2.5 GHz RRH-V3, (1) PER SECTOR, (3) TOTAL (N) SPRINT 1900 MHz RRU, (1) PER SECTOR, (3) TOTAL, BEYOND /(N) SPRINT HYBRID FIBER CABLES FROM (N) SPRINT CABINET TO (N) SPRINT RRHS, ± 135' n 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III 1 1 1 1 1 1 1 1 1 1 11111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III I 1 _1 1 J NEW EAST ELEVATION 3116=1'-0' (E) SPRINT MW ANTENNA TO REMAIN (E) BALLAST MOUNT TOP OF (E) RADOME AIL ±37'-10' AGL Sf1D CENTER OF (E) SPRINT MW ANTENNAS ±35'AGL � -0" TIP OF (E) SPRINT ANTENNAS dr ±34'-9` AGL RAD CENTER OF (E) SPRINT ANTENNAS dj ±33'-0' AGL TOP OF (E) ROOF ink ±27'-6' AGL CIF GROUND LEVEL ±0'-0' AGL TOP OF (N) FRP ENCLOSURE ±40-0' AGL S TIP OF (N) SPRINT DUAL -BAND ANTENNAS ±37'-0' AGL qlIl TIP OF (N) SPRINT MIMO ANTENNAS akk ±34-8' AGL RAD CENTER OF (N) SPRINT ANTENNASAL ±331-0' AGL TOP OF (E) ROOF ±2T-6' AGL Aar OCT 242•„ CIfy crT: ...,. E' GROUND LEVEL AL ±0-0' AGL RECEIVED CITY OF TUKWILA OCT 22 2018 ciimip C •�� L Lori smart 1997 ANNAPOLIS EXCHANGE PARKWAY ANNAPOLIS, MARYLAND 21401 11 !f 12 •.';`: gni/ arl INC. Phone: (530) 823-6546 www.pdnd.com 11768 Atwood Rd, Suite20 Auburn, CA 95603 iwii dits big. blih NI likg Its ill z U) w 0 A. 49695v� °OlSt'E0.� SSICNAL0G MCC0A. TUKWILA SE52XCI77 331 TUKWILA, 1 5 12071111 WA 98168 POP ISSUE STATUS A DATE DESCRIPTION I I/29/17 CD 90% 03/06/ 18 CD 100% 06/I I/18 CD 90% 5C 07/ I0/ 18 CD 100% DRAWN BY: W. CARTER CHECKED BY: J. RUSSELL APPROVED BY: B. McCOMB DATE: 07/10/18 SHEET TITLE: ELEVATIONS SHEET NUMBER A-5 COMMSCOPE NNVV-65C—R4 WIND AREA: WEIGHT: DIMENSIONS: CONNECTOR: 13.07 SQ FT 99.2 LB5 96.0" TALL X 19.6" WIDE X 7.8" DEEP (8) 4.3- I 0 FEMALE TOP VIEW c. 96.0" z 7.8" COMMSCOPE 1 1-1 165AP— I XR WIND AREA: WEIGHT: DIMENSIONS: CONNECTOR: TOP VIEW 5.28 5Q FT 33.3135 63.4' TALL X I 2.0" WIDE X4.6" DEEP (8) 4.1-9.5 DIN FEMALE TTTTG5AP-IXR 4.6" SAMSUNG 800 Mhz MI RFDO I F-26A TOTAL WEIGHT: UNDER 48.5 LBS DIMENSIONS: 12.60" X 12.60" X 7.68" 7.68" 1 TOP VIEW f7.68"7 TOP VIEW 23.8' SAMSUNG1900 MHZ RRU 13.8" -� IL Its FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW ANTENNA DETAIL � ANTENNA DETAIL 1/2 �3� 800 MHz RRI1 DETAIL ED 1.900 MHz RRU DETAIL SAMSUNG POWER JUNCTION CYLINDER SAMSUNG FIBER JUNCTION CYLINDER TOTAL WEIGHT: 4.58LEIS DIMENSIONS: 15.35" X 3.15" (390 X 80mm) TOTAL WEIGHT: 4,04 L135 DIMENSIONS: 1 1.22" X 3.15" (285 X 80mm) FIBER JUNCTION CYLINDER INPUT FIBER CABLE GLAND -/3. 15':/- ✓ TOP VIEW 1 1.22" SIDE VIEW POWER JUNCTION CYLINDER INPUT FIBER CABLE GLAND TOP VIEW 15.35" SIDE VIEW FIBER JUNC CYL DETAIL POWER JUNC CYL DETAIL r-_ 8 "=6" \ CABINET 0/2" 55 HILT! KB-TZ WI 013/" WASHER, 2" MIN EFFECTIVE EMBED INSTALLED PER MFR SPECS (ICC ESR- 19 17), TYP OF 4 (E) CONCRETE SLAB SAMSUNG RRI1—V3 TOTAL WEIGHT: 59.5 LB5 (71.82 L55 W/ BRACKET) DIMENSIONS: 1 5.03" X 21.26" X 8.03" TOP VIEW 21.26" RFT CONNECTOR DC POWER CONNECTOR RF CALIBRATION PORT- N TYPE RRH-V3 allll'I))II :Illuumlmm1,1 1itijl 1 ,1 I iITIIitI IIIIIIl�IIIIIiII� PORT LAYOUT FRONT VIEW SIDE VIEW RRH-V3 DETAIL V=1. ISO VIEW SIDE VIEW MOUNTING HARDWARE (VARIES) MOUNTING PIPE — PANEL ANTENNA (VARIES) CABINET ANCHORING DETAIL --- ANTENNA MOUNTING DETAIL 10 I'=1' I "=6' LED INDICATORS AMPHENOL FIBER MPO CONNECTOR, SINGLE CONNECTOR FOR 6 FIBERS (8) RF OUTPUT PORTS- MINI DIN 26.3 - �e TOP VIEW 82.2 INDOOR E—CAD TOTAL WEIGHT: 400 L135 A5 SHIPPED DIMENSIONS: 26.3" X 29.1 " X 82.2' INDOOR E-CAB 29.1 FRONT VIEW SIDE VIEW INDOOR E-CAB % 1/2"= I' MOUNTING PLATE VARIES PER CABINET ISO VIED/ ERRUS POLE MOUNTING DETAIL t; NTS RECEIVED CITY OF TUKWILA OCT 22 2018 Sprint) c a in O � z 2 z z a ma m (/) l `�za�� , INC. Phone: (530) 823-6546 www.pdnd.com 11768 Atwood Rd, Suite 20 Auburn, CA 95603 ihl lino ' Pfli Uzi IlIP dim pp g lIl A. MCco, • el 0 �SS�AL�G� TUKWILA SE52XC177 331 15 TUKWILA, POP 120TH PL WA 98168 ISSUE STATUS 0 DATE DESCRIPTION ! I/29/17 CD 90% 03/06/18 CD 100% 06/1 1/18 CD 90% SC 07/I0/18 CD 100% DRAWN BY: W. CARTER CHECKED BY: J. RUSSELL APPROVED BY: B. McCOMB DATE: 07/ 10/ 18 SHEET TITLE: DETAILS SHEET NUMBER A_G 01 IMT 0y2" FRP BOLTS, TYP (I 2) L4x4�Ya' FRP STUDS AT 24" 0.C. MAX L4x44" 5TEEL BASE ANGLE 0Y2' LAG SCREWS W! 3" MIN EMBED. @ 24" 0.C. 6X8 PTDF SLEEPER,TYP (2) 0Yz" A325 THRU BOLTS @ EACH PURLIN L3X3XY4"X 12" STEEL ANGLE (E) 4X 14 @ 8' 0.C. 8' 6" 24.0 L4x4F4" FRP ANGLE TOP PLATE L4x4M4' FRP TOP PLATE W10Yz FRP BOLTS 0y" FRP BOLTS (E)63/4"X36"GLB (E) 5X5 COLUMN 36.0 x 0 0 0 0 + + + + + + + + + • +++++++4• FRP ENCLOSURE ELEVATION 1"=1' + 13-0' — PROVIDE REMOVABLE FRP FOR ACCESS DOOR (ONE SIDE) Y4" FRP PANEL TO MATCH (E) BUILDING W/Y4" 0 NYLON BOLTS AT 6" 0.C. TO FRP ANGLE5/5TUD5 FRP NOTES L--J I . FRAMING MEMBERS IN FRONT OF ANTENNA HORIZONTAL BEAM WIDTH SHAIL BE ASSEMBLED WI FRP STRUCTURAL MEMBERS 4 FASTENERS ONLY. 2. FRP STRUCTURAL FRAMING MEMBERS ARE TO HAVE THE FOLLOWING MINIMUM DESIGN SPECIFICATIONS: Fy LONGWI5E FLEXURAL STRESS WI F.5.=3.0 10 KSI E MODULUS OF ELASTICITY 2600 K51 3. FRP PANELS ARE TO HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: Fb CROS5WISE FLEXURAL STRESS W/ F.5.=3.0 5 1(51 CROSSWISE FLEXURAL MODULUS 1100 1(51 4. FRP BOLTING MINIMUM SINGLE SHEAR ALLOWABLE VALUES: 0�4" % NYLON BOLT; V=67# F5=3.0 0" FRP THREADED ROD 4 NUT; V=650# F5=4.0 0554 FRP THREADED ROD 4 NUT; V=950# FS=4.0 5. PRIME 4 PAINT ALL FRP SURFACES PER THE FOLLOWING PROCESS: A. CLEAN SCREEN W/ DENATURED ALCOHOL B. APPLY BONDZ BONDING PRIMER OR =. LET CURE 24 HRS. C. APPLY DRWIT DPR FINISH TO MATCH (E) BLDG FINISH TEXTURE. D. PAINT TO MATCH EXISTING BLDG FINISH COLOR. 8'-6' L-_J L FRP ENCLOSURE SECTION VIEW I"=I' L3x3F' FRP BRACES NOTE: ZRUS MOUNT SIMILAR 0y2" U-BOLT, TOP 4 BOOM -- 2" STD ANTENNA MOUN"ING PIPE FRP ENCLOSURE ATENNNA MOUNTING DETAIL I'=1' L3x3:4" FRP BRACES SLEEPER BELOW, PERP TO ROOF JOISTS, TYP FRP ANGLE L4x4 /4" STUDS AT 24" 0.C. MAX RECEIVED CITY OF TUKWILA OCT 22 2018 PERMTC R smart Spri nt� 1997 ANNAPOLIS EXCHANGE PARKWAY ANNAPOLIS, MARYIAND 21401 PRECISION l -c �t� Phone: (530) 823-6546 w 11768 Atwood Rd, Suite 20 A nh BPI gill/ i ill 9, A MCCQ am n:� [r: /jam, Orsrs50' S!ONALOG /(//, TUKWILA TUKWILA, 5E52XCI77 3311 5 POP 120TH PL WA 981 G8 ISSUE STATUS A DATE DESCRIPTION 11/29/17 CD90%" 03/06/18 CD 100% 06/1 1/18 CD 90% 5C 07/10/18 CD 100% DRAWN BY: W. CARTER CHECKED BY: J. RU55ELL APPROVED BY: B. McCOMB DATE: 07/10/18 SHEET TITLE: DETAILS SHEET NUMBER A-7 GENERAL REQUIREMENTS 1. CONSTRUCTION SHAD- BE IN CONFORMITY WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC) AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT. 3. CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE COMMENCING ANY WORK. 4. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION A5 REQUIRED BY STATE AND LOCAL CODES. 5. OMISSIONS OR. CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND SPECIFICATIONS. 7. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAILIS SHOWN. 6. WRITTEN DIMENSIONS, NOT SCALED DIMENSIONS, SHALL BE USED. 9. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE 15 SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED A5 REQUIRED ON ALL BEAMS, WADS, ETC., ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 10. RESPONSIBIUTY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF T11I5 PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THI5 REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 11. ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE LATEST 15511E OF THE A.S.T.M. 12. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE CONSTRUED A5 ANY INSPECTION AS REQUIRED BY CODE. 13. CONTRACTOR SHALL CONTACT BUILDING OWNER TO DETERMINE IF ROOF 15 UNDER WARRANTY. CONTRACTOR SHALL GUARANTEE THAT ANY AND AU. NEW ROOFING WORK MEETS THE SPECIFICATION OF ANY EXISTING ROOFING WARRANTIES SUCH THAT THE WARRANTY 15 NOT MADE INVALID AS A RESULT OF THIS WORK. IF IT IS DETERMINED THAT THE ARCHITECT'S DETAIUNG 15 INADEQUATE OR IMPROPER OR IF ANY OTHER DISCREPANCY IS FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE PROJECT MANAGER IN WRITING. ULTIMATELY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH THE ORIGINAL ROOF MANUFACTURERS SPECIFICATIONS. 14. CONTRACTOR SHALL USE METHODS 4 MATERIALS SIMILAR AND COMPATIBLE WITH EXISTING MATERIALS 4 CONDITIONS FOR ROOF PATCHING, NEW PENETRATIONS, ETC. 15. THE CONTRACTOR SHALL PROPERLY SEAL ALL NEW ROOF 4 BUILDING ENVELOPE PENETRATIONS SUCH THAT THE INTEGRITY OF THE ORIGINAL BUILDING ASSEMBLY AND ALL APPLICABLE WARRANTIES ARE MAINTAINED. 16. IF IT'S DEEMED NECESSARY TO REMOVE EXISTING FINISHES AND/ OR MATERIALS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECONSTRUCTING FINISHES AND MATERIALS TO LIKE -NEW CONDITION. CONTRACTOR SHALL MAINTAIN THE ORIGINAL COLORS, TEXTURES AND FINISHES UNLESS SPECIFICALLY NOTED TO THE CONTRARY OR APPROVED BY THE CONSTRUCTION MANAGER IN ADVANCE. 17. AT THE CONSTRUCTION MANAGER'S DIRECTION, THE CONTRACTOR SHALL PROVIDE ROOFTOP WALKPADS TO ALL NEW EQUIPMENT INCLUDING ANTENNAS AND BTS UNITS AND ALONG COAX CABLE ROUTING, ON CONVENTIONAL ROOFING, THE WALK PADS SHALL BE "DUCK BOARDS' A5 MANUFACTURED BY AFC OR EQUAL. ON SPECIAL ROOFING SYSTEMS SUCH A5 SINGLE MEMBRANE ROOFS WILL REQUIRE A SPECIFIC PRODUCT AS NOTED ON PLANS OR AS REQUIRED BY NOTES 14 2 ABOVE. NAIL FLASHING TO 6X8 (6) PLACES EACH SIDE TORCH DOWN OR EQUIV OVER CANT STRIP 410 HOT -DIPPED GALV SCREW 212" @ 24" OC (E) FOAM INSULATION REMOVE @ SLEEPERS WERE IT OCCURS (4) LGX6XY2X14° STEEL ANGLES (E) 6-3' X 36' GLB (E) 6-%' X 36' GLB TOP VIEW FRONT VIEW (E) 4X 14 PURLIN @ 8'-0' 0.C. (8) 0Y' A325 THRU BOLTS (E) 4X 14 PURLIN @ 8'-0" 0.C. (4) L6X64'X 14" STEEL ANGLE (8) 0Y2" A325 THRU BOLTS PURLIN TO GLULAIV DETAIL I'=6" SHEET METAL CAP OVER 6X8 6X8 DF S2 SLEEPER BITUTHENE OR EQUIV SLEEPER FLASK I NG DETAIL 1'=6' 1 l a-0"' 1-1 6X8 PTDF SLEEPER, TYP (2) 0Y2" A325 THRU BOLTS ® EACH PURLIN L3X3),"X 12" STEEL ANGLE 1I II 1I 1I II 6" LONG 0/4" SD5 SCREWS @ 12" 0.C. STAGGERED (E) ROOF (E) 6--%q" X 3G" GLB TOP VIEW FRONT VIEW SLEEPER ATTACH 1'= I' (E) 5X5 COLUMN VENT DETAIL inPr L3X3)(1/4"X 12' STEEL ANGLE BELOW PURLIN, TYP (2) 0Y2' A325 THRU BOLTS @ EACH PURLIN 6X8 FTDF SLEEPER, TYP (E) 5X5 COLUMN (E) 6-314' X 36" GLB (E) 4X 14 @ 5° 0.C. (E) 4X 14 @ 8' 0.C. smart Sprint # 1997 ANNAPOLIS EXCHANGE PARKWAY ANNAPOLIS, MMARYLAND 21401 Z pt — U w Xt>sA e a o g N re o 1.; Q_m r e Dilogli g LEE E 1 s 1 i i tit A. MCOO — 1 /04/t TUKWILA SE52XCI77 3311 TUKWILA, 5 120TH WA 981 POP PL G8 ISSUE STATUS A DATE DESCRIPTION 11/29/17 CD 90% 0306/18 CD 100% 06/II/18 CD90% SC 07/ 10/ 18 CD 100% DRAWN BY: W. CARTER CHECKED BY: J. RUSSELL APPROVED BY: B. McCOMB DATE: 07/ 10/ 18 SHEET TITLE: STRUCTURAL DETAILS SHEET NUMBER 5-I C: etT.:17J.7,n CL.::L.,_._ RECEIVED CITY OF TUKWILA OCT 22 201a PERM E GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL GROUNDING INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING #2 GROUND WIRES AND CONNECT TO SURFACE MOUNTED GROUND BUS BARS AS SHOWN. FOLLOW ANTENNA AND 5T5 MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS USING MANUFACTURERS PRACTICES. ALL UNDERGROUND WATER PIPES, METAL CONDUITS AND GROUNDS THAT ARE A PART OF THIS SYSTEM SHALL BE BONDED TOGETHER. 3. ALL GROUND CONNECTIONS SHALL BE #2 AWG U.N.O. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE SOLID TIN COATED OR STRANDED GREEN INSULATED WIRE. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE, 5 OHMS MAXIMUM. PROVIDE SUPPLEMENT GROUNDING RODS A5 REQUIRED TO ACHIEVE SPECIFIED OHMS READING. GROUNDING AND OTHER OPTIONAL TESTING WILL BE WITNESSED BY THE CLEARWIRE REPRESENTATIVE. 5. NOTIFY ARCHITECT/ENGINEER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 6. BARE GROUNDING CONDUCTOR SHALL BE HARD DRAWN TINNED COPPER SIZES AS NOTED ON PLAN. 7. ALL HORIZONTALLY RUN GROUNDING CONDUCTORS SHALL BE INSTALLED MINIMUM 30" BELOW GRADE/FROST-UNE IN TRENCH, U.N.O., AND BACK FILL SHALL BE COMPACTED A5 REQUIRED BY ARCHITECT. 8. ALL GROUND CONDUCTORS SHALL BE RUN AS STRAIGHT AND SHORT A5 POSSIBLE, WITH A MINIMUM 12" BENDING RADIUS NOT LESS THAN 90 DEGREES. 9. ALL SUPPORT STRUCTURES, CABLE CHANNEL WAYS OR WIRE GUIDES SHALL BE BONDED TO GROUND SYSTEM AT A POINT NEAREST THE MAIN GROUNDING BUS 'MGB' (OR DIRECTLY TO GROUND -RING). 10. ACCEPTABLE CONNECTIONS FOR GROUNDING SYSTEM SHALL BE: a. BURNDY, HY-GRADE U.L. LISTED CONNECTORS FOR INDOOR USE OR A5 APPROVED BY CLEARWIRE PROJECT MANAGER. b. CADWELD, EXOTHERMIC WELDS (WELDED CONNECTIONS). c. TWO -(2) HOLE TINNED COPPER COMPRESSION (LONG BARREL) FITTINGS (BUS BAR CONNECTIONS). I I . ALL CRIMPED CONNECTIONS SHALL HAVE EMBOSSED MANUFACTURERS DIEMARK VISIBLE AT THE CRIMP (RESULTING FROM USE OF PROPER CRIMPING DEVICES). 12. PRIOR TO ANY LUG-BUSBAR CONNECTIONS, THE BUSBAR SHALL BE CLEANED BY U5E OF "SCOTCH-BRITE' OR PLAIN STEEL WOOL AS TO REMOVE ALL SURFACE OXIDATION AND CONTAMINANTS. A COATING OF "NO-OX-ID" SHALL BE APPLIED TO THE CONNECTION SURFACES. 13. ALL CONNECTION HARDWARE SHALL BE TYPE 31 G 55 (NOT ATTRACTED TO MAGNETS). 14. THE GROUND RING SHALL BE INSTALLED 24" MINIMUM BEYOND ANY BUILDING DRJP LINE. 15. ELEC1 RICAL SERVICE EQUIPMENT GROUNDING SHALL COMPLY WITH NEC, ARTICLE 250-82 AND SHALL BOND ALL EXISTING AND NEW GROUNDING ELECTRODES. NEW GROUNDING ELECTRODE SHALL INCLUDE BUT NOT LIMITED TO GROUND RODS, GROUND RING IF SERVICE 15 WITHIN THE RADIO EQUIPMENT LOCATION, BUILDING STEEL IF APPLICABLE, COLD WATER CONNECTIONS MUST BE MADE ON THE STREET SIDE OF MAIN SHUT-OFF VALVE. (E) GND (E) HOUSE PANEL UNKNOWN PANEL G N • • 0 0 1OOA 2P z n ECAB SINGLE LINE DIAGRAM (N) 100 AMP BREAKER C I SINGLENT5LINE / PANEL DIAGRAM � ////// NOTE: LAND LORD ELECTRICIAN TO PROVE POWER — DOWNTILT BRACKET MOUNT PIPE (N) PANEL ANTENNA PER PLAN NOTE: MOUNTING CONFIGURATIONS VARY FROM SITE TO SITE; CONFIRM SPECIFIC MOUNTING CONFIGURATION Wl ANTENNA LAYOUTS. (N) RRH PER PLAN (N) #6 AWG RRH GROUND CONDUCTOR #2 AWG MAST GROUND CONDUCTOR (E) COPPER GROUND BUS BAR (N)Yz" COAX JUMPER TO GROUND (E) HYBRID ANTENNA CABLE ROUTED TO MATCH (E) AND/OR UNDERGROUND CONDUIT PATH TO ECAB CABINET MUDROOM y NT5ANTENNA/RRI1 CABLE ROUTING 3 % INSTALL MOUNTING PIPE GYP) INSTALL ANTENNA (TYP) — INSTALL RRH (TYP) JUMPER CABLES (TYP) FIBERS DC CABLES (TYP) BREAK OUT CYLINDERS (TW) — (N) EQUIPMENT CABINET c+m 0 ILJ Th SYMBOL LEGEND 1111 EXOTHERMIC CONNECTION A MECHANICAL CONNECTION 2 J J 4 - EQUIPMENT GROUND n Ioofllo YY1YoYo (T GROUNDING DIAGRAM 2y NT5 GROUND BAR OO #2 AWG FROM EQUIPMENT TO BE GROUNDED A DUAL CADWELDS, TO BE USED W/ # 2 AWG BCW TO GROUND RING OVC SEALTITE — SECTOR GROUND BARS (TYP) 1 SILICON SEAL AT TOP NOTE: I . CONTRACTOR TO UTILIZE KOPR-SHIELD (THANS 4 BETTS) ON ALL LUG CONNECTIONS OR APPROVED EQUAL 2. ALL LUGS TO BE DUAL HOLE LONG BARREL AND CRIMPED TWICE WITH MFRS RECOMMENDED TOOL GROUNDING BAR CONNECTION DETAIL \Ty NT5 UPPER GROUND BAR • RECEIVED CITY OF TUKWILA OCT 22 2018 PERMIT CENTER C • LEN 0- IA 1997 ANNAPOLIS EXCHANGE PARKWAY ANNAPOLIS, MARYLAND 21401 ''n PAtza��, INC. Phone: (530) 823-6546 www.pdnd.com 11768 Atwood Rd, Suite 20 Auburn, CA 95603 gb l flip WI cuss tio ` lia s0 -- ec A MCCO Ir 4, d °// 49695 sSIONALENG / TUKWILA SE52XCI77 331 TUKWILA, 15 120TH WA 98168 POP PL. ISSUE STATUS A DATE DESCRIPTION 11/29/17 CD 90% 03/0G/18 CD I00% 06/I I/18 CD 90% SC 07/10/I8 CD 100% DRAWN BY: W. CARTER CHECKED BY: J. RU55ELL APPROVED BY: B. McCOMB DATE: 07/ 10/ 18 SHEET TITLE: GROUNDING DETAILS SHEET NUMBER 1 E- Dit' D'klO