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Permit D17-0160 - NEW CINGULAR WIRELESS PCS - PANEL ANTENNA REPLACEMENTS AND REMOTE RADIOHEADS
NEW SINGULAR WIRELESS PCS LLC 16500 SOUTHCENTER PKWY D17-0160 Parcel No: Address: Project Name: 0 City of Tukwila Q 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.eov DEVELOPMENT PERMIT 6437300020 Permit Number: D17-0160 16500 SOUTHCENTER PKWY Issue Date: 7/18/2017 Permit Expires On: 1/14/2018 NEW CINGULAR WIRELESS PCS LLC (AT&T) Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: CHA TUKWILA LLC 16500 SOUTHCENTER PKWY , TUKWILA, WA, 98188 JENNIFER TAYLOR 5628 AIRPORT WAY S SUITE 112 , SEATTLE, WA, 98108 MASTEC NETWORK SOLUTIONS INC 22263 68 AVE S , KENT, WA, 98032 MASTENS863JS AT&T Phone: (206) 228-2127 Phone: (253) 370-8961 Expiration Date: 4/10/2018 DESCRIPTION OF WORK: AT&T PROPOSES TO REPLACE (6) PANEL ANTENNAS ON AN EXISTING FACILITY AND ADD (9) REMOTE RADIOHEADS TO THE EXISTING FACILITY. THE EQUIPMENT LEASE AREA WILL NOT BE EXPANDED. NO MODIFICATIONS TO THE HEIGHT OF THE FACILITY ARE PROPOSED. STRUCTURAL UPGRADES WILL BE MADE TO THE TOWER, ANTENNA MOUNT, AND EQUIPMENT PLATFORM FOR GREATER STRUCTURAL SUPPORT. Project Valuation: $22,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: Electrical Service Provided by: TUKWILA Fees Collected: $908.71 Occupancy per IBC: Water District: TUKWILA Sewer District: TUKWILA Current Codes adopted by the City of Tukwila: International Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: t1Ij('1LILt, t'i}1Y ! ir Date: Il I hearby certify that I have read and examined this permit and know/the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: Ue.1nvi/ter Tiy/or Date: 7 /8/0 This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: Structural Observations in accordance with I.B.C. Section 1709 is required. At the conclusion of the work included in the permit, the structural observer shall submit to the Building Official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer's knowledge, have not been resolved. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. 7: Notice for applicant on these two requirements when building permits are applied for. 1) Provide an emergency shut off for both A/C and D/C power to the antenna array. 2) Equipment room shall have fire alarm installed and tied into the main building fire alarm panel 11: 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) 8: 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) 9: 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) 10: 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) 12: Maintain fire extinguisher coverage throughout. 14: All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #2437) (IFC 901.2) 15: An electrical permit from the City of Tukwila Building Department Permit Center (206-431-3670) is required for this project. 13: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 16: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 17: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL c CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 htto://www.TukwilaWA.gov Building Permit No. Project No. D /-7-0/4o Date Application Accepted: Date Application Expires: (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 Site Address: 16500 Southcenter Pkwy King Co Assessor's Tax No.: 6437300020 Suite Number: Floor: Tenant Name: New Cingular Wireless PCS LLC (AT&T) New Tenant: ❑ Yes m ..No PROPERTY OWNER Name: Jennifer Taylor of Ryka Consulting Name: CHA Southcenter LLC City: Seattle State: WA Zip: 98108 Address: 16500 Southcenter Pkwy Email: jtaylor@rykaconsulting.com City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Jennifer Taylor of Ryka Consulting Address: 5628 Airport Way S Suite 112 City: Seattle State: WA Zip: 98108 Phone: (206) 228-2127 Fax: Email: jtaylor@rykaconsulting.com GENERAL CONTRACTOR INFORMATION Company Name: Mastec Network Address: 1203 114th Ave SE City: Bellevue State: WA Zip: 98004 Phone: (425) 214-9722 Fax: Contr Reg No.: MASTENS876KN Exp Date: 05/14/2019 Tukwila Business License No.: 238210 H:\Applications\roma-Applications On Line\2011 Applications\Permit Application Revised - 8-9-11.docx Re, ised: August 2011 ARCHITECT OF RECORD Name: Company Name: GPD Group Architect Name: James Grant Address: 400 N 34th St Suite 216 City: City: Seattle State: WA Zip: 98103 Phone: (206) 204-7398 Fax: Email: ENGINEER OF RECORD Name: Company Name: GPD Group Engineer Name: John Kabak Address: 520 S Main St Ste 2531 City: City: Akron State: OH Zip: 44311 Phone: Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: NIps Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION —206-431-3670 Valuation of Project (contractor's bid price): $ 22,000 Describe the scope of work (please provide detailed information): AT&T proposes to replace (6) panel antennas on an existing facility and add (9) remote radioheads to the existing facility. The equipment lease area will not be expanded. No modifications to the height of the facility are proposed. Structural upgrades will be made to the tower, antenna mount, and equipment platform for greater structural support. Existing Building Valuation: $ Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 111 Automatic Fire Alarm • None ❑ 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 O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Ii:\Applications\Forn>s•Applications On Line\2011 Applications\Permit Application Revised • 8.9-1 I.docx Revised: August 201 I 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 2"d Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: O Sprinklers 111 Automatic Fire Alarm • None ❑ 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 O On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Ii:\Applications\Forn>s•Applications On Line\2011 Applications\Permit Application Revised • 8.9-1 I.docx Revised: August 201 I bh Page 2 of 4 0 Wr 0 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 0 ...Water Availability Provided Sewer District 0 ...Tukwila ❑ ...Sewer Use Certificate 0 .. Highline ❑...Valley View 0 .. Renton 0... Sewer Availability Provided 0 .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): 0 ...Civil Plans (Maximum Paper Size -22" x 34") 0 ...Technical Information Report (Storm Drainage) 0 ...Bond ❑ .. 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 0 ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 0 ...Total Cut 0 ...Total Fill cubic yards cubic yards 0 ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities 0 ...Frontage Improvements 0 ...Traffic Control 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis 0... Hold Harmless — (SAO) 0... Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance 0 .. Work in Flood Zone 0 .. Storm Drainage 0 .. Abandon Septic Tank ❑ .. Curb Cut 0 .. Pavement Cut ❑ .. Looped Fire Line 33 11 71 ❑ .. Grease Interceptor ❑ .. Channelization 0 .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... 31 WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑...Deduct Water Meter Size O ...Sewer Main Extension Public 0 Private ❑ ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water 0 ...Sewer 0 ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip n:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-I I.docc 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 Pemiit 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). 1 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 THF STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING 0 i' NER OR THORIZED AGENT: Signatur Date: 441/q /i7 Print Name: (Jennifer Tiilor Day Telephone: 20&-228 "212% Mailing Address: 56)28 Airpor4- Ldcy S I .J I l:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 0-9-11.docx Revised: August 2011 bh ckctifit. t i4 geio5 City State Zip Page 4 of 4 Cash Register Receipt City of Tukwila Receipt Number R1.1939 DESCRIPTIONS I ACCOUNT PermitTRAK QUANTITY PAID $562.98 D17-0160 Address: 16500 SOUTHCENTER PKWY Apn: 6437300020 $562.98 DEVELOPMENT $536.39 PERMIT FEE R000.322.100.00.00 0.00 $531.89 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $26.59 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R11939 R000.322.900.04.00 0.00 $26.59 $562.98 Date Paid: Tuesday, July 18, 2017 Paid By: MASTEC NETWORK SOLUTIONS INC Pay Method: CHECK 132863 Printed: Tuesday, July 18, 2017 2:44 PM 1 of 1 CSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT 1 QUANTITY PAID PermitTRAK D17-0160 Address: 16500 SOUTHCENTER PKWY Apn: 6437300020 DEVELOPMENT PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R11707 R000.345.830.00.00 $345.73 $345.73 0.00 $345.73 $345.73 $345.73 • Date Paid: Tuesday, June 13, 2017 Paid By: MASTEC NETWORK SOLUTIONS Pay Method: CHECK 126064 Printed: Tuesday, June 13, 2017 2:41 PM 1 of 1 CSYSTEMS INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 A7—ol IPC Project: /1717— AzkJ etif l MRi 5'5 Type of Inspection: ,8v1Lwic; ANAL Address:�r� 6/ 5Et) 6ilkPkij Date Called: Special Instructions: 253-11°'896/ Date Wanted: /1—g-17 a.m; p.m. Requester: Phone No: ElApproved per applicable codes. 1] Corrections required prior to approval. COMMENTS: ab< IN/LANG Pr Date: //-8 f REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Plan App. the of ap v ehlechaniical &'Electrical [}p lurnbing Cif Gas Piping Know what's below City of Tukwila Call before you dig BUILDING DIVISION BUILDING CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES: 2015 INTERNATIONAL BUILDING CODE 2014 NATIONAL ELECTRIC CODE TIA-222—G OR LATEST EDITION PROJECT INFORMATION r1131 3J of rro PROJECTION DESCRIPTION: AT&T PROPOSES RRHs (700, 1900 APPLICANT' TO SWAP (6) LTE ANTENNAS WITH (6) NEW ANTENNAS AND INSTALL (9) NEW AND 850), PER SECTOR BEAK RFDS 2.1 DATED 02/22/16 3 WAY pROPFRTY OWNFR• AT&T MOBILITY RTC BUILDING 16221 NE 72ND REDMOND, WA CODE INFORMATION; 98052 CHA SOUTHCENTER. LLC 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 ZONING CLASSIFICATION: JURISDICTION: BUILDING CODE: SITE LOCATION TCU—P CONTACT: CHA SOUTHCENTER, LLC CITY OF TUKWILA PH: (206) 575-8220 2016 INTERNATIONAL BUILDING CODE SITE ACOUISmON: (BASED ON NAD 831: MASTEC LATITUDE: 47' 27' 16.1" N (47.454472) 1203 114TH AVE SE LONGITUDE: 127 18' 38.9" W (-122.310806) BELLEVUE, WA 98004 TOP OF STRUCTURE AGL: ±XX' CONTACT: ERIC WACHTENDORF BASE OF STRUCTURE ASML: ±XX' PH: (215) 534-8477 ERIC.WACHTENDORFOMASTEC.COM PARCEL NUMBER(SL' CONSTRUCTION MANAGER; 6437300020 MASTEC GENERAL INFORMATION: 1203 114TH AVE SE 1. TRAFFIC IS 'ii"It� e �$ E'7 tPe.-'7F.--' '7 J of co i...ICAICici tion of any fed F:jid BY UNAFFECTED. BELLEWE, WA 98004 CONTACT: MICHAEL MILSAP M ICHAELM ILSAPOMASTEC.COM PERMITTING• iiRYKA CONSULTING FILE CO 3� CONTACT: JENNIFER TAYLOR EMAIL: JTAYLORORYKACONSULTING.COM 1"Ot(pO PHONE: (206) 523-1941 No. AT&T PROJECT MANAGER: OSHUA ADIAR EMAIL: JA635MOATT.COM PHONE: (971) 266-9770 (jos�i10-1nys�. ._..7! i3 subject to errors and not 1 4'.A..uments doss not au:� io ize adopted code or ordinance. Receipt Copy and conditions is acknowledged: NOTES Date: , I i P) I il City of Tukwila BUILD' '0 't. 11) a. MATION ENGINEER: GPD GROUP PROFESSIONAL CORPORATION 400 NORTH 34TH STREET, SUITE 216 SEATTLE, WASHINGTON 98103 CONTACT: JAMES GRANT PHONE: (206) 204-7398 at&t TUKWILA WA6094 10013217 16500 SOUTHCENTER PKWY. TUKWILA. WA 98188 LOCAL MAP + ��. 8 ty 5 1 680 51 C 141.5 .. ^ ...,.. 7, 1:. . { V: 61 S6411 SI '`'_- - iJ V ' _..% 2 PAAtk.1. • mss +• 51 S.00 5I LL -i I `' I'l _ yrs S.W -�. ..-. �'GIra . I. _`1 , tWeal. nr+r 1T+ R 3 rn '{j(jIlitk i § I NIJ Fagcly S D! , wenn T'f1n5. .' a• S1 w d ' f UI - ?PaLrys . 1 Kr. s1 S + ren 91 11 : n The - .' r.� S1nMe., ,'v Swan F. 1 T a r ea P a LOQR11Cs Oweeatmiss ' 1 SOUTHCENTER fAl 1NC NO SCALE r /� �L'C 41r®MPOVEDI.IdZIY E DRIVING DIRECTIONS DIRECTIONS FROM SEATTLE—TACOMA INTERNATIONAL AIRPORT: HEAD SOUTHEAST ON AIRPORT EXPRESSWAY TOWARD DEPARTURES DRIVE (56 FT). USE THE LEFT LANE TO KEEP LEFT (0.1 MI). SUGHT LEFT ONTO AIRPORT EXPRESSWAY (0.8 MI). KEEP RIGHT AT THE FORK, FOLLOW SIGNS FOR WA -518 E/INTERSTATE 5/INTERSTATE 405 AND MERGE ONTO WA -518 E (1.3 MI). TAKE THE 51ST AVENUE S EXIT (0.2 MI). USE THE RIGHT LANE TO MERGE ONTO KUCKITAT DRIVE (0.6 MI). SUGHT RIGHT ONTO SOUTHCENTER PKWY (0.2 MI). TURN LEFT INTO SOUTHCENTER PLAZA. DESTINATION WILL BE AT END OF STREET ON RIGHT. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY-RROHIBITrr ION - No changes sft u h•-) n- nde to the ;COOP of work withot.' prior 'pproval of Tukwila Building Oivisicri NOTE: Revisions require a nr,'v p'sn submittal and may include additional plffEttIVE15 CITY OF TUKWILA JUN 1 3 2017 PERMIT CENTER DRAWING INDEX SHEET NO: SHEET TITLE 5-1 TITLE SHEET GN -1 LEGENDS, ABBREVIATIONS & CONSTRUCTION INSPECTIONS GN -2 GENERAL NOTES C-1 OVERALL SITE PLAN C-2 COMPOUND PLAN & EQUIPMENT LAYOUT C-3 TOWER ELEVATION & NOTES C-4 PROPOSED TOWER ELEVATION & NOTES RF -1 EXISTING ANTENNA CONFIGURATION RF -2 PROPOSED ANTENNA CONFIGURATION RF -2 ANTENNA & RRH DETAILS E-1 GROUNDING DETAILS REVIEWED E-2 ELECTRICAL NOTES FOR !•tyi9.911L Pr:C .y-11lf • 7 ENT COMMENTS ..' : COMMENTS r /� �L'C 41r®MPOVEDI.IdZIY E STRUCTURAL MODIFICATION DESIGN®Dr T-01 TIRE SHEET AP/�Pi� N-01 •PROJECT NOTES S-01 BUILDING ELEVATION & MODIFICATION SCHEDULE S-02 ROOFTOP PLAN & DETAILS S-03 MODIFICATION DETAILS & SECTIONS S-04 ADDITIONAL DETAILS & SECTIONS SI -01 SPECIAL INSPECTION CHECKLIST MI -01 MODIFICATION INSPECTION CHECKUST APPROVAL RF ENGINEER: RF MANAGER: DATE SIGNATURE OPPS MANAGER: CONSTR. MANAGER: NSB MANAGER: TRANSPORT: EQUIP. ENGINEER: COMPLIANCE: REVIEWERS SHALL JUN 2 8 2017 dt&t .MasTec Network Solutions GPD GROUP Professional corporation 544 South Main Street, Sae 291 Mian, OM 44311 330.532.2100 Fa. 330312.2102 • PROJECT NO: 2016723.04.74846.01 DRAWN BY: SJV CHECKED BY: JG • MIME 11910 FOR CONSTRUCTION E 05 09 17 REVISED PIF 1100IFlCA1gN DESIGN D 03 15 17 1, PER CLIENT COMMENTS !•tyi9.911L Pr:C .y-11lf • 7 ENT COMMENTS ..' : COMMENTS (10t III111:r ►r';i:Taili 41 4A111M. I City of Tukwila U G a APPROVAL LANDLORD: SITE ACQUISITION: ZONING AGENT: PROJECT MANAGER: CONSTR. MANAGER: DATE SIGNATURE CLEARLY PLACE INITIALS ADJACENT TO EACH REDUNE NOTE AS DRAWINGS ARE BEING REVIEWED 1111x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REOUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. CONTRACTOR SHALL VERIFY ALL P THE JOB SITE & SHALL IMMEDIATELY NOT' BEFORE PROCEEDING WITH TH 06/05/17-- PORES 07/31/18 � CE RIS A VIDIATIDN OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER 1NIS DOCUMENT. I TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE - ROOFTOP SHEET TITLE TITLE SHEET SHEET NUMBER T-1 • EXOTHERMIC CONNECTION MECHANICAL CONNECTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM EXOTHERMIC WITH INSPECTION SLEEVE GROUNDING BAR =,.= GROUND ROD I I H TEST GROUND ROD WITH INSPECTION SLEEVE 1Il SINGLE POLE SWITCH DUPLEX RECEPTACLE /11� �J/ DUPLEX GFCI RECEPTACLE itBLK FLUORESCENT LIGHTING FIXTURE i (2) TWO LAMPS 48-T8 iF L SMOKE DETECTION (DC) I • ■ 9 43 Q ET $ �L 1 1 J SD -I AB ANCHOR BOLT INT INTERIOR ABV ABOVE LB(S) POUND(S) AC ALTERNATING CURRENT LF LINEAR FEET ADDL ADDITIONAL MAS MASONRY AFF ABOVE FINISHED GLADE MAX MAXIMUMd AFG ABOVE FINISHED GRADE MB MACHIHINEE BOLT BOLT AIC AMPERAGE INTERRUPTION CAPACITY MECH MECHANICAL ALUM ALUMINUM MFR MANUFACTURER ALT ALTERNATE MGB MASTER GROUND BAR ANT ANTENNA MIN MINIMUM APPROX APPROXIMATE MISC MISCELLANEOUS ARCH ARCHITECTURAL MTL METAL ATS AUTOMATIC TRANSFER SWITCH MTS MANUAL TRANSFER SWITCH AWG AMERICAN WIRE GAUGE MW MICROWAVE BATT BATTERY (N) NEW BLDG BUILDING NEC NATIONAL ELECTRIC CODE BLOCK N0.($) NUMBER BLKG BLOCKING NTS NOT TO SCALE BM BEAM OC ON CENTER BTC BARE TINNED COPPER CONDUCTOR OPNG OPENING BOF BOTTOM OF FOOTING CAB CABINET (P) PROPOSED P/C PRECAST CONCRETE CANT CANTILEVERED CEC CALIFORNIA ELECTRIC CODE PCS PERSONAL COMMUNICATION SERVICES CHG CHARGING PCU PRIMARY CONTROL UNIT CLG CEILING PRC PRIMARY RADIO CABINET CLR CLEAR PP POLARIZING PRESERVING COL COLUMN PSF POUNDS PER SQUARE FOOT COMM COMMON PSI POUNDS PER SQUARE INCH CONC CONCRETE PT PRESSURE TREATED CONSTR CONSTRUCTION PWR POWER CABINET DBL DOUBLE QTY QUANTITY DC DIRECT CURRENT RAD RADIUS DEPT DEPARTMENT RECT RECTIFIER REF DF DOUGLAS FIR RE NF REINFORCEMENT RENCE DIA DIAMETER DWG DIAGONAL REQ'D REQUIRED DIM DIMENSION RET REMOTE ELECTRIC TILT DWG DRAWING RMC RIGID METALLIC CONDUIT DWL DOWEL RRH REMOTE RADIO HEAD (E) EXISTING RRU REMOTE RADIO UNIT EACH RWY RACEWAY EC ELECTRICAL CONDUCTOR SCH SCHEDULE EL ELEVATION SHT SHEET ELEC ELECTRICAL SIAD SMART INTEGRATED DEVICE EMT ELECTRICAL METALLIC TUBING SIM SIMILAR ENG ENGINEER SPEC SPECIFICATION EQ EQUAL SQ SQUARE EXP EXPANSION SS STAINLESS STEEL EXT EXTERIOR STD STANDARD FAB FABRICATION STL STEEL FF FINISH FLOOR STRUCT STRUCTURAL FG FINISH GRADE TEMP TEMPORARY FIF FACILITY INTERFACE FRAME THK THICKNESS TMA TOWER MOUNTED AMPLIFIER FIN FINISH(ED) FLR FLOOR TN TOE NAIL TOA TOP OF ANTENNA FDN FOUNDATION FOC FACE OF CONCRETE TOC TOP OF CURB TOF TOP OF FOUNDATION FOM FACE OF MASONRY FOS FACE OF STUD TOP TOP OF PLATE (PARAPET) FOW FACE OF WALL TOS TOP OF STEEL FS FINISH SURFACE TOW TOP OF WALL NSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM FT FOOT FTG FOOTING TIP TYPICAL GA GAUGE UG UNDERGROUND GEN GENERATOR UL UNDERWRITERS LABORATORY GFCI GROUND FAULT CIRCUIT INTERRUPTER UNO UNLESS NOTED OTHERWISE GLB GLUE LAMINATED BEAM UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS GLV GALVANIZED SYSTEM GPS GLOBAL POSITIONING SYSTEM UPS UNITERRUPTIBLE POWER SYSTEM GND GROUND (DC POWER PLANT) GSM GLOBAL SYSTEM FOR MOBILE VIF VERIFIED IN FIELD HDR HEADER W WIDE HGR HANGER W/ WITH HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD HT HEIGHT W.P. WORK POINT IGR INTERIOR GROUND RING WP WEATHERPROOF IN INCH WT WEIGHT 111 at�t 44 a Network Solutions l/�_ e �I/ /.� GPD GROUP pro(W Commotion Street, Sulte 2531 521 Sank nuoo Fax: 330.572.21022 aao.nz. EMERGENCY LIGHTING (DC) 8 SECURITY LIGHT W PHOTOCELL LITHONIA ALXW / LED-1-25A400/51K-SR4-120-PE-DDBTXD CHAINLINK FENCE —•—• •—•—•—•—•—•— - u WOOD/WROUGHT IRON FENCE n n a WALL STRUCTURE V//////////////////////////////////I LEASE AREA PROPERTY LINE (PL) ---------------------- SETBACKS - o• PROJECT NO: 2016723.04.74846.01 DRAWN BY: SJV CHECKED BY: JG ., J - -S I 0 06/02/17 ISSUED FOR co'amucno6 ICE BRIDGE IIII/VI.V.V.VOIV.W.VOTOIOVIII CABLE TRAY - ............................... E 05/09/17 REVISED PER MODIFICATION DESIGN 03/15 _ ,. PER CLIENT MMENTS EA WATER LINE - • — • — • — • — • — " — • — • — • — •' - C B ISE• COMMENTS A • }� MMEHIS •- UNDERGROUND POWER - •/ - - I�•o.(f 6..0- ••�G/ UNDERGROUND TELCO - - - - OVERHEAD POWER — •.• — a— •. — � — •., — °° "• REVIEWED FOR CCOMPLIANCE CODE APPROVED L�.(v� JUN 2017 ' • City of Tukwila06/05/ ♦ ��' I- € °y 1 " f"a •� 4` 1 qt, s `� �s I 1 L t 1 '� 4 17 OVERHEAD TELCO - - '• "° - "• UNDERGROUND TELCO/POWER — R— R—�n—wrn—wrn—wrn—Dorn—�•n—ten— ABOVE GROUND POWER -" -"-"�-'�-"�-'�-"�-"0'-"p-"0'-"�- ABOVE GROUND TELCO -•--•-------0-°- ABOVE GROUND TELCO/POWER - n- A - Amp -"01A'-1°`/P-arn-"01z'-•°'z'-'O1^- WORKPOINT �W,p, / SECTION REFERENCE 9 © DIVISION EXPIRES 07/31/18 E BUILDING R IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE UNDER THE DIRECTION OF A LILICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • DETAIL REFERENCE ® RECEIVED CI rY OF TUKWILA TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP • JUN 3 2017 2 PERMIT CENTER SHEET TITLE LEGENDS, ABBREVIATIONS & CONSTRUCTION INSPECTIONS SHEET NUMBER LEGEND 1 ABBREVIATIONS 2 NOT USED 3 GN -1 GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - MASTEC CONTRACTOR: (CONSTRUCTION) OWNER - AT&T ENGINEER - GPD GROUP 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS. AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS. ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS. PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUION OF THE WORK, SHALL BE REMOVED, 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. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRNEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS. STICKS, STONES. AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES. OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPI i ION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY I5 LIMITED TO PERIODIC MAINTENANCE AND INSPECTION. APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACIUTY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED. WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS. DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 59. AS DEFINED BY THE REDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5% AS DEFINED BY THE REDS. REFER TO ND -00246. 49. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 50. CONTRACTOR SHALL RECORD THE SERIAL �. SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION. 52. ANTENNAS SHALL HAVE A 4'-0" MIN CENTER TO CENTER HORIZONTAL SEPARATION. TORQUE RFOU'REM FNTS 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 54. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOUD SURFACE: GROUND BAR, ANTENNA BRACKET METAL. 55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 L8 -FT (24.4 - 29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). FIBER & POWER CABLE MOUNTING 60. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NEPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 61. THE TYPE TC -ER CABLES SHALL BE INSTALLED INTO CONDUITS. CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS. OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 62. WHEN INSTAWNG OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CABLE NOTES 63. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 62. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 63. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND -00027 LATEST VERSION. 64. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION UNE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 65. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE. IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 66. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES. CONNECTORS. ANTENNAS, AND ALL OTHER EQUIPMENT. 67. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. L LI. _ I it „ k k I 68. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS PRIOR TO INSTALLATION. 69. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S RECOMMENDATIONS. 70. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 71. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 72. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50' F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 73. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MW LEVEL, TOWERS WHICH ARE OVER 200'-0". ADDITIONAL CABLE GROUNDING REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. 74. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO B BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BE OR COMPRESSION. �yy""" /.�A'���jjj,,,'''...���!!! ..�TE�bs�1pl CEXEOT 75. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIg7!Nu THE AI- ONFIGURA itN IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTAL TION. `,�`,Y + .,� 76. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACII , ETC. SHALL BE INSTALLED PER�TT WER MANUFACTURER'S SPECIFICATION & RECOMMENDATION JUN 2 8 20 I 77. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL i 12'-0" T -BOOM SECTOR ANTENNA MOUNT, I APPLICABLE, INCLUDING ALL HARDWARE. 1 . D RMIC SAFFTY ENFORCEMENT SAFETY IS OF PARAMOUNT CONCERN TO BOTH SITE WOR 1. CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO RESPONSIBLE TO EDUCATE THEIR WORK FORCE OF TH HAZARDS. THIS EDUCATION SHALL INCLUDE BUT NOT BE LIMITED TO APPLICABLE TRAINING COURSES AND CERTIFICATIONS, PROPER PERSONAL PROTECTIVE EQUIPMENT USAGE, DAILY TAILGATE MEETINGS AND ANY OTHER PREVENTATIVE MEASURES WHICH MAY BE REASONABLY EXPECTED. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. CityofTukwila 2T•10...E1A AP QN 2. ALL SAFETY EQUIPMENT SHALL BE INSPECTED ACCORDING TO ALL OSHA AND INDUSTRY SCHEDULED INTERVALS AND ALL INSPECTIONS SHALL BE DOCUMENTED PER APPLICABLE CODES AND STANDARDS. 3. TOWER WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY. ALL TOWER WORKERS WORKING ON A TOWER MUST BE ADEQUATELY TRAINED AND MONITORED TO ENSURE THAT SAFE WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY OSHA, WHEN WORKING ON EXISTING COMMUNICATION TOWERS, EMPLOYEES MUST BE PROVIDED WITH APPROPRIATE FALL PROTECTION, TRAINED TO USE THIS FALL PROTECTION PROPERLY, AND THE USE OF FALL PROTECTION MUST BE CONSISTENTLY SUPERVISED AND ENFORCED BY THE CONTRACTOR. 4. ELECTRICAL WORK PRESENTS SPECIFIC THREATS TO THE HEALTH AND SAFETY OF WORKERS ON SITE. SPECIFICALLY ELECTROCUTIONS ARE THE FOURTH LEADING CAUSE OF DEATH ON CONSTRUCTION SITES. ALL ELECTRICAL WORKERS SHALL HAVE CURRENT CERTIFICATIONS WHICH SATISFY ALL TRAINING REQUIREMENTS FOR THE ELECTRICAL WORK THEY ARE PERFORMING PER OSHA STANDARDS. ALL ELECTRICAL WORKERS SHALL ADHERE TO ALL SAFETY RULES AND REGULATIONS FOR WORKER AND PUBLIC SAFETY. ALL WORK SHALL BE PERFORMED BY QUALIFIED ELECTRICANS TRAINED FOR THE TYPE OF WORK I;FIE E at&t :.IasTec Network Solutions GPD GROUP Proteadonal COEpOf�011 520 S3 Sind, Main St, Suite 2531 Akron, OH 44311 33 0.5122100 Fu: 330.512.2102 I ♦ PROJECT NO: 2016723.04.74846.01 DRAWN BY: SJV CHECKED BY: JG • �IMEI ' l ISSUED FCR CONSTRUCTION E 05/09 17 REVISED PER MODIFICATION DESIGN D 03/15/17 REVISED PER CUENT COMMENTS: C iii�,._� 9 - CLIENT COMMENTS COMMENTS PRESENT FOR EACH TASK. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIMECARRFVO�iA� - D MOSTIER, RESTTSHARICTIVE NFPA OF THESE STANDARDD LOCAL S TO ENSURE AES SAFE WORKPLACE.D AT ALL L AjaL�COf up( WI JUN 1 3 nil PiRES 07/31/18 06/05/17 R 15 A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE - ROOFTOP GENERAL CONSTRUCTION NOTES f'FRMIT CE VTEf • SHEET TITLE GENERAL NOTES • SHEET NUMBER GN -2 EXISTING BUILDING iii i iii 1111 11111 111 1 PROPERTY UNE .A.n APPROX. 350't VICINITY MAP :MasTec Network Solutions PROPERTY UNE .A .A APPROX. 255' NOTE: ALL NEW AT&T LTE ANTENNAS MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. GPD GROUP Proh.rionat Corporation 520 Sae Win mac Sae 2531 »S 0MN311 330.572.2100 F. 330372_2102 I PROJECT NO: 2016723.04.74846.01 NOTE: NO SQUARE FOOTAGE WILL BE ADDED TO THE BUILDING ROOFTOP. DRAWN BY: EXISTING PARKING LOT EXISTING AT&T EQUIPMENT LOCATION (SEE SHEET C-2 FOR DETAILED PLAN) SETBACK AT&T PROPOSES TO SWAP (6) LTE ANTENNAS AND INSTALL (9) RRHs BE -1I90 THE ANTENNAS CHECKED BY: COMM MED FOR 050501C051 E 05 09 17 REVISED PER MOORGTM 061GN 003 5, PER CLIENT�COMMENTS y..� PR0 .A .A APPROX. 197.67' REVIEWED FOR BODE COMPLIANCE APPROVED COSTING — PARKING LOTS EXISTING BUILDING EXISTING BUILDING JUN 2 8 2017 7 PIRES 07/31/18 City of Tukwila BUILDING DIVISION R I5 A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE AC11NG UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 10 ALTER THIS DOCUMENT. 22-x34- SCALE: 3/32. =1'-0' �•i i •�� 11-s17' SCALE 3/64- : 1'-0 8 4 0 8' OVERALL SITE PLAN TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP SHEET TITLE OVERALL SITE PLAN SHEET NUMBER C-1 NOTE: ALL NEW AT&T LTE ANTENNAS MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. EXISTING TE40 BBU CABINET W/ (20) MARATHON BATTERIES EXISTING GSM CABINET EXISTING CONSOLIDATED GSM CABINET PROPOSED PURCELL FLX16 AND eNB ONTOP OF EXISTING PURCELL EXISTING FIBER BOX INSTALL NEW DIAGONAL BRACING BETWEEN HORIZONTAL BRACING. —REFER TO MODIFICATION DRAWINGS. EXISTING ROOFTOP PARAPET TING AT&T PLATFORM EXISTING MAIN ROOFTOP 27'-4" EXISTING LTE 9412 CABINET MOUNTED TO POST ON UNISTRUIT EXISTING TE41 ARGUS PDU W/ (8) MARATHON BATTERIES EXISTING LTE GPS ANTENNA EXISTING UMTS GPS ANTENNA EXISTING UMTS CABINET PROPOSED (2) RECTIFIERS. FINAL OF (7) TOTAL RECTIFIERS PER BATTERY CALCULATOR EXISTING TE40 BBU CABINET W/ (20) MARATHON BATTERIES EXISTING TE43 LTE CABINET PROPOSED RAYCAP DC -12 AND DC TO DC CONVERTER TO BE INSTALLED INSIDE EXISTING TE43 LTE CABINET EXISTING AC PANEL EXISTING HOFFMAN BOX EXISTING STEP DOWN TRANSFORMER REMOVE EXISTING BRACING AND ALL ASSOCIATED ASSEMBLY HARDWARE. —REFER TO MODIFICATION DRAWINGS. EXISTING CABLE TRAY (4) PROPOSED a POWER TRUNKS (2) PROPOSED SQUIDS REMOVE ALL GSM COAX TO ACCOMMODATE PROPOSED EQUIPMENT REVIEWED FOR CODE COMPLIANC EXISTING AT&T ANT NA APPROVED LAYOUT (SEE SHEET RF -1 ... FOR DETAILED PLAN JUN 2 8 2017 - EXISTING PENTHOUSE ROOFTOP - N 1 1 1 1 1 1 1 1 1 1 M — f City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA -- EXISTING EQUIPMENT SHELTER JUN 1 3 2017 PERMIT CENTER ,_4:1=3,0004 at&t •:MasTec Network Solutions GPD GROUP Profesd011i1 C01poradon 520 5w. wain 517e2, Sue 2531 Adan, OH .311 330.572.2100 Fax: 330.572.2102 PROJECT NO: 2016723.04.74846.01 DRAWN BY: SJV CHECKED BY: JG • Mr=ISSUED FOR CONSTRUCTION E 05 09 17 REVISED PER MODIFICATION DESIGN 0 0 5 • r PER CUENT COMMENTS " COMMENTS IPIIA11,�;r��AI��I�!!.}}��. '�y�.i" COMMENTS 3�IY �lii♦9Sr&N.M. qtI 'RES 07/31/18 22"x34" SCALE: 1/2" = 1'-0" 11"x17" SCALE: 1/4" = 1'-0" 2 0 2' EQUIPMENT LAYOUT 1 1 06/05/17 R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP SHEET TITLE EQUIPMENT LAYOUT SHEET NUMBER C-2 IN ACCORDANCE WITH RF DATA SHEET DATED FEBRUARY 10, 2016 VERSION 2.0 tz,-..„.......1 at&t NOTE: ALL NEW AT&T LTE ANTENNAS MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. (6) EXISTING AT&T ANTENNAS TO BE SWAPPED IN POSITION 1 AND 4 (2 PER SECTOR, TYP. OF 3 SECTORS) REMOVE EXISTING ANTENNA PLATFORM AND REPLACE WITH NEW. -REFER TO MODIFICATION DRAWINGS RF DATA SHEET NOTE 3 ,.......___ 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. CONTRACTOR SHALL VERIFY THE DOWN-TILT OF EACH ANTENNA WITH A DIGITAL LEVEL :I a sTe c Network Solutions 1 ( 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. TO "ANTENNA L REMOVE EXISTING WALL MOUNT CON NECTIONREFER EXISTING AT&T EQUIPMENT -REFER TO MODIFICATION DRAWINGS SYSTEM LABELING STANDARD" ND-00027, REFER TO THE LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BEDIE. AND W SHALL NOTT E EXCEED 6 6'-0'. 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0' OC. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXLAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. /'._ GPD GROUP Professional CO,pOratl011 sm swn Nay Sheet, Sae 4311Akron,6. Akron, OM 04311 330.572.2100 F:.: 330.572.2102 r--- `---'-- I I l I I I ti ti ti ti O -0" A.G.L. TOP OF EXISTING MAIN ROOFTOP .G.L TOP OF EXISTING AT&T EOUIPMENT PLATFROM A.G.L TOP OF EXISTING ROOFTOP PARAPET A.G.L. TOP OF EXISTING PENTHOUSE 94'-0" A.G.L. PROPOSED AT&T RAD CENTER 97'-2" A.G.L. TOP OF EXISTING MONOPOLE 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. 8. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET • 1 PROJECT NO: 2016723.04.74846.01 MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED DRAWN BY: SJV WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. CHECKED BY: JG 9. CONTRACTOR SHALL PROVIDE STRAIN-RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN-RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR 0 06/02/17 15511ED FOR CONSTRUCTION THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. E 05/09/17 REVISED PER MODIFICATION DESIGN D 1 - ` PER CLIENT COMMENTS 10. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN �[�e""" _ EFrt CAMMENrs HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW (i�"A_.,L� COMMENTS SNAP IN HANGERS IF APPLICABLE. ��� • ! - 1 COAXIAL ANTENNA CABLE NOTES �� I. -, s � 7. REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 II ,�. i10 `C(i1666L.-.. 'S , ,. • N ? s ..,, \ 06/05/17 a 1 W I E) PIKES 07/31/18 r Cityof Tukwila DIVISION 3 UNLESS THEY ARENACTING UNDER THE DIRECTION , OF LAW FOR ANY PRSON, IT IS A VIOLATIOBUILDING OF A LTCENALTER S PTMIIS D NM ENGINEER, , V RECEIVED CITY OF TUKWILA TUKWILA 16500 SOUTOHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP 1 3 JUN 2017 PERMIT CENTER SHEET TITLE EXISTING BUILDING ELEVATION i SHEET NUMBER C-3 NOT USED 5 i 22•x34• SCALE: 1/8" = 1'-0'-----■--� EXISTING EAST ELEVATION 2 11'x17' SCALE: 1/16" = 1'-0' 8 6 4 2 0 8' NOTE: ALL NEW AT&T LTE ANTENNAS MOUNTING HARDWARE AND EQUIPMENT TO BE PAINTED TO MATCH EXISTING. (6) PROPOSED AT&T ANTENNAS (1 PER SECTOR, TYP. OF 3 SECTORS). PROPOSED ANTENNAS SHALL NOT EXCEED THE TIP OF EXISTING ANTENNAS (6) PROPOSED AT&T RRUS (2 PER SECTOR, TYP. OF 3 SECTORS) MOUNTED BEHIND ANTENNAS NEW ANTENNA PLATFORM. —REFER TO MODIFICATION DRAWINGS NEW WALL MOUNT CONNECTION. —REFER TO MODIFICATION DRAWINGS PROPOSED PURCELL FLX16 AND eNB ONTOP OF EXISTING PURCELL EXISTING AT&T EQUIPMENT ON AN EXISTING AT&T PLATFORM 76'-0" A.G.L. TOP OF EXISTING MAIN ROOFTOP 78'-3" A.G.L. TOP OF EXISTING AT&T EQUIPMENT PLATFROM 1 82'-8" A.G.L. TOP OF EXISTING ROOFTOP PARAPET 89'-8" A.G.L. TOP OF EXISTING PENTHOUSE 94'-0" A.G.L. PROPOSED AT&T RAD CENTER 97'-2" A.G.L. TOP OF EXISTING MONOPOLE IN ACCORDANCE WITH RF DATA SHEET DATED FEBRUARY 10, 2016 VERSION 2.0 RF DATA SHEET NOTE 3 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. CONTRACTOR SHALL VERIFY THE DOWN—TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND -00027, REFER TO THE LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE WILL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 6. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. 8. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALL BE EXECUTED BY QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 9. CONTRACTOR SHALL PROVIDE STRAIN—REUEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBUES, COAX CABLES, AND RET CONTROL CABLES. CABLE STRAIN—RELIEFS AND CABLE SUPPORTS SHALL BE APPROVED FOR THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 10. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW SNAP IN HANGERS IF APPLICABLE. COAXIAL ANTENNA CABLE NOTES REVIEWED FOR CODE COMPLIANC APPROVED JUN 2 8 2017 4022-10 atsct -IlasTec Network Solutions GPD GROUP Profeislonal C01pOftil011 52D South 010 Spee( Sole 291 AV,011311 330.572.2300 Pu 330.572.2102 330.5]22102 PROJECT NO: 1 2016723.04.74846.01 DRAWN BY: SJV CHECKED BY: JG /111MMEIISSUED FOR CONSTRUCTION E 05 09 17 REVISED PER MOOIFICAIXUN DESIGN D 03 1��,N7,I �.�. rirl•`` ' S... PER CLIENT COMMENTS COMMENTS ■■r'9'Ztili. PE�i;3j�LTI...7/l� COMMENTS 9` A' A,, l • EXPIRES 07/31/18 City of Tukwila BUILDING DIVISION 06/05/17 GE IT 15 A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. RECEIVED CITY OF TUKWILA JUN 132017 PERMIT CENTER 22"x34" SCALE: 1/8" = 1'-0" 11"x17" SCALE: 1/16' = 1-0 8 6' 4' 2 0 n. 8' PROPOSED EAST ELEVATION 2 NOT USED 5 TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP SHEET TITLE PROPOSED BUILDING ELEVATION SHEET NUMBER C-4 EXISTING ANTENNA CONFIGURATION AND SCHEDULE' ALPHA SECTOR ANTENNA AZIMUTH RADOF CENTER NUMBER ANTENNAS ANTENNA BRAND ANTENNA MODEL NUMBER RRH QTY. TMA QTY' TILT RET COAXIAL CABLE DIPLEXED MECH. ELEC. QTY. LENGTH DIA. GSM 850 100' 94'-0"1 KATHREIN 742-265 — — 2 2 0 04 4 1 4 4 1 4 4 NO 2 2 0 0 100' 121' Cr 0' 7/8" 7/8" FIBER FIBER NO UMTS 1900/850 100• 94'-0" 1 KATHREIN 724-265 — 4 LTE 850/WCS 125 95'-0" 1 KATHREIN 80010892 (2) RRH (8) — LTE 1900/700 125 95-0" 1 KATHREIN 80010766 (2) RRH (X) — BETA SECTOR ANTENNA AZIMUTH RAD CENTER NUMBER OF ANTENNAS ANTENNA BRAND ANTENNA NUMBER RRH QTY. TMA °TM• TILT RET COAXIAL CABLE DIPLEXED MECH. ELEC. QTY. LENGTH DIA. GSM 850 220' 94'-0"1 KATHREIN 742-265 — — —3 —3 2 2 0 4 2 3 0 7 2.5 1 NO 2 2 0 0 100' 121' 0' O' 7/8" 7/8" FIBER FIBER NO UMTS1 1900/850 220 95.-0" KATHREIN 724-265 — 4 LTE 850/WCS 235' 95'-0" 1 KATHREIN 80010892 (2) RRH (X) — LTE 1900/700 235' 95-0"1 KATHREIN 80010766 (2) RRH (X) — GAMMA SECTOR ANTENNA AZIMUTH RAD CENTER NUOMBER F ANTENNAS ANTENNA BRAND ANTEN MODELA NUMBER RRH 07'' TMA °TM TILT RET COAXIAL CABLE DIPLEXED MECH. ELEC. QTY. LENGTH DIA. GSM 850 345' 94'-0"1 KATHREIN 742-265 — — 2 2 2 2 5 5 4 3 5 8 2.5 4 NO 2 100' 7/8" 2 121' 7/8" 0 0' FIBER 0 0' FIBER NO UMTS 1900/850 345' 95'-0" 1 KATHREIN 724-265 — 4 LIE 850/WCS 345' 95'-0" 1 KATHREIN 80010892 (2) RRH (X) — LTE 1900/700 345' 95-0" 1 KATHREIN 80010766 (2) RRH (X) — EXISTING AT&T PANEL ANTENNA IN/ (4) EXISTING TMAS TO REMAIN [UMTS] (KATHREIN 742-265) FINAL (4) SQUTADS (8) DC TRUNKS (2) FIBER TRUNKS (3) FILTERS EXISTING AT&T PANEL ANTENNA TO BE REMOVED W/ (1) EXISTING RRH TO REMAIN [LTE 700/1900] (KATHREIN 80010866) EXISTING AT&T PANEL ANTENNA TO BE REMOVED [GSM] (KATHREIN 742-265) EXISTING AT&T PANEL ANTENNA TO BE REMOVED W/ (1) EXISTING RRH TO REMAIN [LTE 700/1900] (KATHREIN 80010866) EXISTING AT&T PANEL ANTENNA IN/ (1) EXISTING RRH TO REMAIN RELOCATE RRU2x60-850 TO POSRION 1 [LTE WCS] (KATHREIN 80010892) POSITSECTORION A 100• AZIMUTH EXISTING AT&T PANEL ANTENNA IN/ (4) EXISTING TMAS TO REMAIN [UMTS] (KATHREIN 742-265) RECEIVED CITY OF TUKWILA .°' 3 2017 EXISTING ANTENNF [GSM] (KATHREI EXISTING AT&T PANEL ANTENNA TO BE REMOVED W/ (1) EXISTING RRH TO REMAIN [LTE 700/1900] (KATHREIN 80010866) EXISTING AT&T PANEL ANTENNA TO BE REMOVED [GSM] (KATHREIN 742-265) EXISTING AT&T PANEL ANTENNA W/ (4) EXISTING TMAS TO REMAIN [UMTS] (KATHREIN 742-265) EXISTING AT&T PANEL ANTENNA W/ (1) EXISTING RRH TO REMAIN RELOCATE RRU2x60-1 TO POSITION 1 [LTE WCS] (KATHREIN 80010892) EXISTING AT&T PANEL ANTENNA TO BE REMOVED W/ (1) EXISTING R" TO REMAIN [LTE 700/1900] (KATHREIN 80010866) 4EWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION ,ozz=zool at&t •:MasTec Network Solutions GPD GROUP Profindanal Corporation 5X150010 Main S.* 5010e 2531 Moan, 0M 44311 330.92.2100 7,x: 330.572.2102 PROJECT NO: 2016723.04.74846.01 DRAWN BY: SJV CHECKED BY: JG • 9` �� V /1;s - • 1G • EX PIRES 07/31/18 EXISTING ANTENNA LAYOUT NOT TO SCALE 2 06/05/17 1 CE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER 110E DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP • SHEET TITLE EXISTING ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 06 02 17 ISSUED FOR CONSTRUC00N E 05/09/17 REVISED PER 6001HCADON 061@1 D 03 1 17,. •• 5E0 PER CLIENT COMMENTS Irrr/ n I >I:... .- ENT COMMENTS I IIIILI �i6W�\A� ift COMMENTS .�iirLjlr,� 9` �� V /1;s - • 1G • EX PIRES 07/31/18 EXISTING ANTENNA LAYOUT NOT TO SCALE 2 06/05/17 1 CE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER 110E DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP • SHEET TITLE EXISTING ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 PROPOSED ANTENNA CONFIGURATION AND SCHEDULE* A SECTOR ANTENNA AZIMUTH RAD CENTER NUOOBER F ANTENNAS ANTENNA BRAND ANTEN MODELA NUMBER RRH QTY. TMA QTY. TILT RET COAXIAL CABLE DIPLEXED MECH. ELEC. QTY. LENGTH DA. LTE 850 125' 95-0"1 CCI BSA-M65R-BUU-H6_L (2) RRH (R) - 0 2 0 0 7 2 3 2 7 8 3 7 NO 0 2 0 0 0' 121' 0' 0' FIBER 7/8" FIBER FIBER NO UMTS 100' 95-0" 1 KATHREIN 742-265 (2) RRH (R) 4 LTE WCS 125' 95'-0" 1 KATHREIN 80010892 (1) RRH (X) - LTE 1900/700 125' 95-0" 1 CCI BSA-M65R-BUU-H6_L (2) RRH (X) - B SECTOR ANTENNA AZIMUTH RADOF CENTER NUMBER ANTENNAS ANTENNA BRAND ANTENNA MODEL NUMBER RRH QTY. TMA QTY' TILT RET COAXIAL CABLE DIPLEXED MECH. ELEC. QTY. LENGTH DIA. LTE 850 235' 95-0" 1 CCI BSA-M65R-BUU-H6_L (2) RRH (R) - 2 -3 2 2 1 5 4 4 1 8 2.5 4 NO 1 1 1 1 0' 121' 0' 0' FIBER 7/8" FIBER FIBER NO UMTS 220' 95-0" 1 KATHREIN 742-265 (2) RRH (R) 4 LTE WCS 235' 95'-0" 1 KATHREIN 80010892 (1) RRH (X) - LTE 1900/700 235' 95'-0° 1 CCI BSA-M65R-BUU-H6_L (2) RRH (X) - C SECTOR ANTENNA AZIMUTH RAD CENTER NUMBER OF AN ANT�+� BRAND ANTENNA MODEL NUMBER RRH Ott' TMA QTY' TILT RET COAXIAL CABLE DIPLEXED MECH. ELEC. on'. LENGTH DIA LTE 850 345 95-0"1 CCI BSA-M65R-BUU-H6_L (2) RRH (R) - 2 2 2 2 1 5 4 44 1 8 2.5 NO 1 1 1 1 0' 121' 0' 0' FIBER 7/8" FIBER FIBER NO UMTS 345' 95-0" 1 KATHREIN 742-265 (2) RRH (R) 4 LTE WCS 345' 95-0" 1 KATHREIN 80010892 (1) RRH (X) - LTE 1900/700 345' 95-0" 1 CCI BSA-M65R-BUU-H6_L (2) RRH (X) - *PROPOSED ANTENNAS HAVE VIRTUAL SECTORS DELTA, EPSILON AND ZETA. VIRTUAL SECTORS DELTA, EPSILON AND ZETA EXIST IN ALPHA, BETA AND GAMMA SECTORS. ONLY (1) ANTENNA IS USED FOR ALPHA/DETLA, BETA. EPSILON, GAMMA/ZETA. *IN ACCORDANCE WITH RF DATA SHEET DATED 02/22/16 EXISTING AT&T PANEL ANTENNA W/ (4) EXISTING TMAS TO REMAIN [UMTS] (KATHREIN 742-265) FINAL (4) SQUTADS (8) DC TRUNKS (2) FIBER TRUNKS (3) FILTERS EXISTING AT&T PANEL ANTENNA W/ (1) EXISTING RRH [LTE WCS] (KATHREIN 80010892) zoo Or. 2 U+D- aU tl oa e a 0 0 - (1) PROPOSED AT&T ANTENNA W/ (1) PROPOSED RRH [LTE 1900/700] (CCI BSA-M65R-BUU-H6_L) (1) PROPOSED AT&T ANTENNA W/ (1) RELOCATED RRH [LTE 850] (CCI BSA-M65R-BUU-H6_L) (1) PROPOSED AT&T ANTENNA W/ (1) RELOCATED RRH [LTE 850] (CCI BSA-1.465R-BUU-H6_L) (1) PROPOSED AT&T ANTENNA W/ (2) PROPOSED RRH [LTE 1900/700] (CCI BSA-M65R-BUU-H6_L) SECTOR q" EXISTING AT&T PANEL ANTENNA POOSITM2 W/ (4) EXISTING TMAS TO REMAIN [UMTS] �(KATHREIN 742-265) EXISTING AT&T PANEL ANTENNA NOTES: W/ (1) EXISTING RRH 1.) DO NOT USE COAX LENGTHS FOR CUT SHEETS: ESTIMATES ONLY. [LTE WCS] 2.) CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION (KATHREIN 80010892) OF REDS. 3.) GSM COAX AND TMAs TO BE REMOVED DURING SECTOR SPLIT CROSSOVER. EXISTING AT&T PANEL ANTENNA W/ (4) EXISTING TMAS TO REMAIN [UMTS] (KATHREIN 742-265) '"=Cr1VED CI_1..k itjKWILA 1317 PER 1; ENTER at&t •=.1asTec Network Solutions GPD GROUP Professional Corporation 520 Sant Win Street. 5u5 2.931 Akron, QN 94311 330.522.2100 Fax: 330572_2102 I • PROJECT N0: 2016723.04.74846.01 DRAWN BY: SJV CHECKED BY: JG 0 06 02 17 ISSUED FOR CONSTRUCTION E 05/09 17 REVISED PER 9001FICADON DESIGN D 03 15/17 REVISED PER CLIENT COMMENTS C II �., P . CLIENT COMMENTS .1y2y-..., NT COMMENTS ��IV]���..e�] EXISTING AT&T PANEL ANTEN W/ (1) EXISTING RRH [LTE WCS] (KATHREIN 80010892) (1) PROPOSED AT&T ANTENNA W/ (2) PROPOSED RRH [LTE 1900/700] '0O TO (CCI BSA-M65R-BUU-H6_L.I �7f (1) PROPOSED AT&T ANTENNA W/ (1) RELOCATED RRH [LTE 850] (CCI BSA-M65R-BUU-H6_L) 48666 c�4tk-GisrVik- • EXPIRES 07/31/18 06/05/17 CE PROPOSED ANTENNA LAYOUT NOT TO SCALE( 1 IT IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP SHEET TITLE PROPOSED ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 CCI BSA—M65R—BUU—H6_L DIMENSIONS, HxWxD: SURVIVAL WIND SPEED: WEIGHT: CONNECTOR: NOTE: VERIFY EXISTING CONDmONS - ALL MOUNTING ATTACHMENTS AND HARDWARE SHALL BE VERIFIED BY ATTACHMENT MANUFACTURER 1828x723x245mm (72"x28.5"x9.7") >150 mph 101 lbs 12 x 7-16 DIN—FEMALE 9.7" w l ULILTJ L28.5-s1� PROPOSED 2 3/8" ANTENNA PIPE MOUNT ANDREW P/N #. MT 220-108" MINIMUM LENGTH TYPICAL PER LTE APPLICATION NOTE. MOUNTING OPTIONS ARE INCLUDED PRODUCTS WITH ANTENNA PURCHASE PROPOSED ANTENNA MOUNTING BRACKET ANDREW P/N #. DB5083 PROPOSED ANTENNA PROPOSED ANTENNA MOUNTING BRACKET ANDREW P/N #. DB380 MOUNTING PLATE PIPE MOUNT BRACKET (TYP. OF 2) NEW PIPE MOUNT PROPOSED ANTENNA SPECIFICATIONS NO SCALE 1 DETAIL NOT USED • ANTENNA MOUNTING DETAIL NO SCALE 2 RRH MOUNTING DETAIL NO SCALE 3 W x ALCATEL LUCENT 825 RRH4X30-4R DIMENSIONS, HxWxD: 21.4"x 12.0"x7.2" WEIGHT: 51 lbs ALCATEL LUCENT RRH2X60-850 DIMENSIONS, HxWxD: 18.5"x 11.2%7.1" WEIGHT: 48 lbs NO SCALE 4 DETAIL NOT USED REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION NO SCALE ALCATEL—LUCENT 9442 RRH2x40-07AT DIMENSIONS, WxDxH: (10.63"x8.9"x20.5") 270x226x520mm WEIGHT, WITHOUT MOUNTING KIT: 60 lbs POWER SUPPLY: —48V TEMP. RANGE W/OUT SOLAR LOAD: (-40'F TO +131T) —40'C TO +55'C 0.1 03 8 15/16" 0 0 10 5/8" IMRE WA. RAYCAP DC6-48-60-0-8F DIMENSIONS, WxDxH: NOMINAL OPERATING VOLTAGE: NOMINAL DISCHARGE CURRENT: MAXIMUM DISCHARGE CURRENT: MAXIMUM CONTINUOUS OPERATING VOLTAGE: VOLTAGE PROTECTION RATING: WIND LOADING: TOTAL WEIGHT: 11" 280x470x794mm (11"x18.5"x31.25") 48 VDC 20 kA 8/20µs 60 kA 8/20µ9 75 VDC 400 V 150 MPH SUSTAINED (105.7 LBS) 195 MPH GUST (213.6 LBS) 32.8 lbs it•A�►�.1►���i 18.5" Iffit I It :11i kmrs= I0 PROPOSED DC6 SURGE SUPPRESSOR MOUNTING BRACKET PROPOSED BANDING STRAP (TYP OF 2) RECEIVED CITY OF TUKWIL JUN 1 3 2017 `'ERMIT CENTER F RRH DETAIL NO SCALE I 7 DC6 DETAIL 1 NO SCALE DC6 SURGE SUPPRESSION BANDING DETAIL I NO SCALE is ,tzzassopi at&t -:.IasTec Network Solutions GPD GROUP Profer101111 Corporation 520 50020 Main 55306 5060 2531 NOan, 01114311 330.5/22100 Fax 330.572.2102 • • PROJECT NO: 2016723.04.74846.01 DRAWN BY: SJV CHECKED BY: JG I 0 06 0 17 ISSUED FOR CONSTRUCTION E 05 09 17 REVISED PER MODIFICATION DESIGN D 03 15 1 ... ED PER CLIENT COMMENTS C PlitiCluillia&-I.._,_ C ENT COMMENTS sCy �.1; 4&666 1 06/05/17 PIRES 07/31/18 CE R IS A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP SHEET TITLE ANTENNA & RRH UNIT DETAILS • • SHEET NUMBER RF -2 NOTE: LEAD INSIDE RUBBER GROMMET TO BE ATTACHED WITH X—CROSS ZIP TIES TO BRACKET. DO NOT USE SNAP—IN HANGERS AROUND GROUNDS. ,��,atria a�� ��, SECTOR ANTENNA \ ell asTec Network Solutions ANTENNA PIPE MOUNT .406 GPD GROUP Professional Corporation Stu Scum Main street Suxc 2531 Akron, 01199311 330.5222100 Fax: 330.572.2102 TOP JUMPER CABLE .---.—'—" (TYP.) / NEW #2 AWG r — NOT USED NO SCALE 2 NOT USED NO SCALE 3 EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT NEWTON INSTRUMENT COMPANY, INC. EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION BUTNER, N.C. • • PROJECT NO: 2016723.04.74846.01 NO REQUIRED PART NUMBER DESCRIPTION SECTION "P" -SURGE PROTECTORS GROUND TO EXISTING SECTOR GROUND BAR .__—� /— % \ \ RRUS DRAWN BY: SJV (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) 1 1 1/4"x4"x30" SOLID GROUND BAR O (SEE NOTE 2) (EC) GENERATOR FRAMEWORK (IF AVAILABLE) (EC) TELCO GROUND BAR (#2 AWG) (#2 AWG) CHECKED BY: JG O 2 A-6056 WALL- MOUNTING DOUBLE CRIMP (EC) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (3/0) I UNIT JUMPER CABLES BRACKET CONNECTION (EC) FIBER GROUND BAR (#2 AWG) O2 3061-4 INSULATORS INTERIOR GROUND RING 0 (EC) POWER ROOM REFERENCE GROUND BAR Q (AT&T) RECTIFIER FRAMES (#2 AWG) >m.orno 06 02 17 ISSUED FOR CONSTRUCTION 05/09/17 REVISED PER M0Do1CATION DESIGN • © SECTION "A" — SURGE ABSORBERS ,c.,, J 1 / / 03 15 17 REVISED PER CUENT COMMENTS O4 4 3012-1 5/8"-11x1" H.H.C.S. al O .4,451- /�� , , (EC) INTERIOR GROUND RING (#2 AWG) 12 09 16 :t3� n PER CUENT COMMENTS O 4 3015-8 5/8" LOCKWASHER '•��nar;.a`„�;-� I Q Q (EC) EXTERNAL EARTH GROUND FIELD (BURIED (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) GROUND RING) (#2 AWG) (1/0 AWG) EX. SECTOR 4.--1 GROUND BAR (1) PER SECTOR (TYP.)1 RAYCAP �x l., COMMENTS ED F•' ' r•� ` DETAIL NOTES: �> P �`j��� 4 (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG) 4 1. EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID _ �� (SEE NOTE 1) SECTION "I" — ISOLATED GROUND ZONE ! -� �� L ) DCB 48-60-18-8F UNIT C'. �. A I '� G f^. - �:• , :� `� t �=' 507ad �� O.t� ?F-�;��`ti�c� �• COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. THE INSTALLER SHALL USE PERMANENT MARKER TO DRAW THE UKE BETWEEN SECTION AND LABEL EACH SECTION (�P', 'A", "I" WITH 1' HIGH LETTERS / 1/4" 13" 4„ 13„ (AT&T) ALL ISOLATED GROUND REFERENCE (AT&T) GROUND WINDOW BAR 1 EX. COLLECTION GROUND BAR .. 1 NEW #2 AWG GROUND TO EXISTING COLLECTION GROUND GROUND TO EXISTING EQUIPMENT/TOWER BAR FIBER (MGB) REFERENCE GROUNDING BAR DETAIL NO 50411 4 • �� #4 OR #6 AWG STRANDED CU CONDUCTOR WITH GREEN. 600V, THWN-2 INSULATION �/�/� FOK REVIEWED COMPLIANCE GROUND BAR � : 02/03/18 GROUND GROUND BAR ON WALL OR FLOOR 1 1 1 1 1 1 1 1 1 CODE APPROVED JUN 2 8 201 o6 os 17 in RISA 9202.91109 OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. EQUIPMENT CABINET O 0 0 0 © 0 * 0 II 0 '/16„ O City of Tukwila BUILDING DIVISION TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE — ROOFTOP (GROUND ALL NEW CABINETS) RECEIVED NEW EQUIPMENT NEW EQUIPMENT PLATFORM TT ..."- (2) TWO EXOTHERMIC TO BE USED WITH #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END -I CITY OF T UKWILA JUN 2017 ERMIT CENTER GROUND BAR ', SHEET TITLE GROUNDING DETAILS I \\\ 1 7 _ �- '-' ---------� NOTE: BOND ALL METALLIC OBJECTS TO NEW GROUND PAR AT EQUIPMENT LOCATIONS SHEET NUMBER E-1 NOT USED NO SCALE GROUNDING BAR DETAIL I NO SCALE 5 NOT USED NO SCALE 6 PART 1 - GFNFQAI 1.1 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING BID. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE 81D PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES, MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS. ORDINANCES, STATUTES AND CODES. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES. STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBUCATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS. WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) I FOR TESTING AND MATERIALS 2. ASTM (AMERICAN SOCIETY ) 3. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES INC.) 8. AT&T GROUNDING AND BONDING STANDARDS TP -76416 1.4 SCOPE OF WORK A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING. TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS. DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCL 2.1 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE UL USTED, NEW, AND FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REOUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED. 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: A. CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACOUERED INSIDE IN ADDITION TO GALVANIZING. 2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. CONDUCTORS AND CABLE: 1. CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC. SINGLE CONDUCTOR, COPPER, TYPE THHN/THWN-2, 600 VOLT, SIZE AS INDICATED, #12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. #10 AWG AND SMALLER CONDUCTOR SHALL BE SOUD OR STRANDED AND #8 AWG AND LARGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR. AT ALL PULL BOXES, J -BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD -FRONT, QUICK -MAKE, QUICK -BREAK, EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE -D OR ENGINEER APPROVED EQUAL. D. 1. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMICALLY WELDED PIGTAIL, PROTECTIVE BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -(•)CS OR K2L-NCS (•) LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON -TRAFFIC APPLICATIONS, INCLUDING BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES, XIT MODEL #XB -22. ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED, BRANCH CIRCUITS ID NUMBERING. AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE #2 AWG BARE, SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE. TINNED, ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCIUNG OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH -CONDUCTIVITY, HEAVY DUTY, USTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE VNO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH-STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH. MOLTEN WELDED TO CORE, 5/8"x10'-0". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS. AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 6. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 7. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: A ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER. AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED. ALIGNED AND TESTED BY THE CONTRACTOR AS REQUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT, REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. 2. PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS. RMC OTHERWISE NOTED. EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS. AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL OTHER NON -TRAFFIC APPLICATIONS (REFER TO 2008 NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL LISTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. 8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH 511ALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. ELECTRICAL NOTES B. CONDUCTORS AND CABLE: 1. ALL POWER WIRING SHALL BE COLOR CODED AS FOLLOWS: DESCRIPTION PHASE A PHASE B PHASE C NEUTRAL GROUNDING 208/24Q/120 VOLT SYSTEMS BLACK RED BLUE WHITE GREEN 2. SPLICES SHALL BE MADE ONLY AT OUTLETS. JUNCTION BOXES, OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR THIS PURPOSE. 3. PULLING LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR PULLING CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED, WITHOUT INTERLACING, AND BE OF SUFFICIENT LENGTH IN ALL BOXES & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. CABLES SHALL BE SECURED IN A MANNER TO AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTORS SHALL BE PROTECTED FROM MECHANICAL INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSHINGS IS PROHIBITED. DAMAGED CABLES SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING STANDARDS TP -76416, ND -00135, AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES, BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWARD PATH TO GROUND WITH GRADUAL BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE, THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP, TOWERS, AND WATER TOWERS GROUNDING RING, TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM. THE BUILDING STEEL COLUMNS, LIGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER LINE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS. INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TOROUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 8. APPLY CORROSION -RESISTANT FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE, OR 6" BELOW THE FROST UNE, USE THE GREATER OF THE TWO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENET SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDIN MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE 1 PROTECTIVE BOX FLUSH WITH GRADE. .,n nn.,nnrec ruwt, or tusrettm 10 SYSTMSRITACAWH CODE COMPLIANCE 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTAIJE OF 36 -APPROVE DOST LINE, USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM TOWER, A SECOND GROUNDING BAR WILL BE NEEDED AT: COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS. THHEE NDOU IC iI,DGE/ rinzu Nit ETH 16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING ROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING: /� �F'}'� .'A A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT 5 PERFOF£M/It t 110 1 u V 11AATTJ,t�V1 WRITTEN TEST REPORTS UPON COMPLETION. �I IL��N�E��"R��IRt�L�15, B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT &T 'ME THE NON -COMPLYING ITEMS SHALL BE REMOVED FROM .5•tzITZtt1 vu r. COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE. C. 1. TEST PROCEDURES: ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING 1000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. RECEI 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYjI Gd-IplEft IIF STANDARD 3 -POINT 'FALL -OF -POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES 0 TI SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. V U JUN 1 3 at&t •:.IasTec Network Solutions GPD GROUP Proterional Corporation 520 5auth Main Street, 5uke 2531 /0700, 01449311 330.5222100 Fac 330572.2102 I• PROJECT NO: 2016723.04.74846.01 DRAWN BY: SJV CHECKED BY: JG i 0 06/02/17 ISSUED FOR CONSTRUCTION 1 E 05/09/17 REVISED PER 16001F3CA110N DESIGN D 07/15/17 REVISED PER CLIENT COMMENTS C 12/09/1 COMMENTS B 11 AEVM ISEP PES ES A `�v 1 lopiRES: 02/03/18 06/05/17 EE N 15 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. ♦ TUKWILA 10013217 16500 SOUTHCENTER PKWY. TUKWILA, WA 98188 LTE - ROOFTOP ED ELECTRICAL NOTES KIAL SHEET TITLE 1017 NITER SHEET NUMBER E-2 TUKWILA USID #: 74846 CLIENT #: WA6094 at&t SITE MAP: ' 0..n 6* . Manor C°rcY R.awR+q n°y Pnr. Mlol, r:r. Strartder 6Ivdr rocirt1 Tu: QUALIFIED ENGINEERING SERVICES ARE AVAILABLE FROM GPD TO ASSIST CONTRACTORS IN CLASS IV RIGGING PLAN REVIEWS. FOR REQUESTING QUALIFIED ENGINEERING SERVICES PLEASE CONTACT GPD AT GPDMODS@GPDGROUP.COM. CLIENT CONTACT: MR. JESSICA WOLAK 1203 114TH AVE SE BELLEVUE, WA 98004 ENGINEER OF RECORD: JIBRIL SHEHU 520 SOUTH MAIN STREET, SUITE 2531 AKRON, OH 44311 FOR QUESTIONS PLEASE EMAIL: JSHEHU(cD_GPDGROUP.COM t?XP 01/16/I9 STRUCTURAL INFORMATION: STRUCTURE MAPPING: GPD/DATED: 2/10/17 STRUCTURE HGT/TYPE: 94 ROOFTOP ANTENNA MOUNT STRUCTURE LOCATION: LAT.: 470 27' 15.084" LONG.: -122° 15' 38.916" STREET ADDRESS: 16500 SOUTHCENTER PARKWAY CITY, STATE ZIP: TUKWILA, WA 98188 COUNTY: KING REFERENCED ANALYSIS:GPD/PROJ #: 2017723.04.74846.02 ANALYSIS DATE: 3/10/17 CODE COMPLIANCE: GOVERNING CODES: TIA-222-G, 2015 IBC, & ASCE 7-10 WIND SPEEDS: 110 MPH 3 SECOND GUST (ULTIMATE) 85 MPH 3 SECOND GUST (NOMINAL) 30 MPH 3 SECOND GUST (W/ ICE) ICE THICKNESS: 1/4" STRUCTURE CLASS: II EXPOSURE CATEGORY: B TOPO CATEGORY: 1 SHEET INDEX: T-01: TITLE SHEET N-01: PROJECT NOTES S-01: BUILDING ELEVATION & MODIFICATION SCHEDULE S-02: ROOFTOP PLAN & DETAILS S-03: MODIFICATION DETAILS Si SECTIONS S-04: ADDITIONAL DETAILS & SECTIONS SI -01: SPECIAL INSPECTION CHECKLIST REVIEWED FO MI -01: MODIFICATION INSPECTION CHECK R LODE COMPLIANCE APPROVED JUN 2 8 2017 BUILDING DIVISION RECEIVED MINI OF TUKWILA 5/4/17 JUN 1 3 2017 41$2. GPD FrokeskonGCorporation 520 Saul Me6 Sba4 Nm%Olio41Y11 500.572.2100 Fv 35732152 t&t TUKWILA USID 8:74846 DESIGN DRAWINGS PREPARED FOR: MasTec Network Solutions CLIENT is WA6094 DESCRIPTION I INITIAL RELEASE W" o o Ce co QCL� wQ W ~~ (01- O L) (0 TITLE SHEET ISSUED FOR: PERMIT 5/4rz017 DID CONSTRUCTION RECORD EMGRffF TC PROECTONL6 ER MIS APPROVED BY JS JNK PERMIT CENTER GENERAL NOTES 1. THESE MODIFICATIONS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF TIA/EIA-222 AWS ANSI TIA-322, AND AISC. MATERIALS FABRICATION, THE ABO EOME`NTIONED CODES NSERVICES CONTRACT SPECIFICAONCONTRACTOR SHALL CONFORM TO 2. THIS DESIGN ASSUMES THE STRUCTURE AND FOUNDATIONS HAVE BEEN WELL MAINTAINED IN GOOD CONDITION, AND ARE WITHOUT DEFECT. BENT MEMBERS CORRODED MEMBERS LOOSE BOLTS, CRACKED WELDS AND OTHER MEMBER DEFECTS HAVE NOT BEEN CONSIDERED. THE STRUCTURE IS ASSUMED TO BE PLUMB AND THE SITE IS ASSUMED TO BE LEVEL. THIS DESIGN IS BEING PROVIDED WITHOUT THE BENEFIT OF A CONDITION ASSESSMENT BY GPD GROUP. CONTRACTOR SHALL COMMISSION A COMPLETE CONDITION ASSESSMENT PRIOR TO ORDERING ANY REINFORCING MATERIALS AND SUPPLY CONDITION ASSESSMENT TO ENGINEER FOR REVIEW, SEE CONTRACTOR NOTES. 3. THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING; ANY PROBLEMS WITH ACCESS, INTERFERENCE, HALL BTD STHTENCPENERIFY ALL DIMENSIONSTC. AND NOTE ANY EXISTING CONDITIOR TO NS CONTRACTOR SHALL O THESE DRAWINGS OR THAT INTERFERE WITH THE CONTINUOUS INSTALLATION OF THE MODIFICATIONS. CONTRACTOR SHALL NOTE ALL ATTACHMENT POINTS, ANTENNAS MOUNTS APPURTENANCES CLIMBING REGION OF THE MODDI CATIONS. GPD T HOLES, SGROUP SAND HALL BE CONTACTRE ED IMMEDIATELY TO EVALUATE THE SIGNIFICANCE OF ANY DEVIATION PRIOR TO ORDERING MATERIAL. 4. ALL EXISTING PAINTED/GALVANIZED SURFACES DAMAGED DURING REHAB SHALL BE WIRE BRUSHED CLEAN, REPAIRED BY COLD GALVANIZING BRUSH APPLIED PAINT (ZRC OR EQUAL), AND REPAINTED TO MATCH THE EXISTING FINISH (IF APPLICABLE). 5. ALL MATERIAL SPECIFIED FOR THIS PROJECT MUST BE NEW AND FREE OF ANY DEFECTS. ANY MATERIAL SUBSTITUTIONS, INCLUDING BUT NOT LIMITED TO ALTERED SIZES AND/OR STRENGTHS MUST BE APPROVED BY THE OWNER AND ENGINEER IN WRITING. CONTRACTOR SHALL PROVIDE= DOCUMENTATION TO ENGINEER FOR DETERMINING IF SUBSTITUTE IS SUITABLE FOR USE AND MEETS THE ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE -DESIGN COSTS AND COSTS TO SUB -CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER. GENERAL NOTES CONTINUED STRUCTURAL STEEL NOTES 14. CONTRACTOR SHALL ONLY WORK WITHIN THE LIMITS OF THE STRUCTURE OWNER'S PROPERTY OR LEASE AREA AND APPROVED EASEMENTS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY WORK IS WITHIN THESE BOUNDARIES. CONTRACTOR SHALL EMPLOY A SURVEYOR AS REQUIRED. ANY WORK OUTSIDE THESE BOUNDARIES SHALL BE APPROVED IN WRITING BY THE LAND OWNER PRIOR TO MOBILIZATION. CONSTRUCTION STAKING AND BOUNDARY MARKING IS THE RESPONSIBILITY OF THE CONTRACTOR. 15. STRUCTURES ARE DESIGNED TO CARRY GRAVITY, WIND AND ICE LOADS. ALL MEMBERS LEGS STRUOCTURE= WITH LITTLE RERDUNDANCY MEMBERSSENCOR REMOEASTRUCTURAL MEMBERCANRIGGTER CATASTROPHIC FAILURE UNLESS A SUBSTITUTE IS PROVIDED BEFORE ANY REMOVAL. LEGS CARRY AXIAL LOADS AND DERIVE THEIR STRENGTH FROM SHORTER UN -BRACED LENGTHS BY THE PRESENCE OF REDUNDANT MEMBERS AND THEIR CONNECTION TO THE DIAGONALS WITH BOLTS OR WELDS. IF THE BOLTS OR WELDS ARE REMOVED WITHOUT PROVIDING ANY SUBSTITUTE TO THE FRAME THE LEG IS SUBJECTED TO A HIGHER UN -BRACED LENGTH THAT IMMEDIATELY REDUCES ITS LOAD CARRYING CAPACITY. IF A DIAGONAL IS ALSO REMOVED IN ADDITION TO THE CONNECTION, THE UN -BRACED LENGTH OF THE LEG IS GREATLY INCREASED JEOPARDIZING ITS LOAD CARRYING CAPACITY. FAILURE OF ONE LEG CAN RESULT IN A STRUCTURE COLLAPSE BECAUSE THERE IS NO REDUNDANCY. REDUNDANT MEMBERS AND DIAGONALS ARE CRITICAL TO THE STABILITY OF THE STRUCTURE. 16. WORK SHALL ONLY BE PERFORMED DURING CALM DRY DAYS (WINDS LESS THAN 10 -MPH). CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY LOCAL STRUCTURE SHORING TEMPORARY GLAND OTHERLOUTDOOR SITE OBSTRUCTIONS.ALL ALL SHORING, TEMPORARY SURROUNDING BRACINIG, AND TEMPORARY SUPPORTS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 17. ABSOLUTELY NO WELDING TORCH CUTTING OR OPEN FLAME OF ANY TYPE IS PERMITTED ON THIS 11.<U1.. I UHL ANU UN I HIS (.UNS I RUG I IUN SI I t UNLESS DIHEL I LY SPEUIHIEU WI I HIN I HLSt UHAWIN(is. 18. FAA/FCC FILING AND LIGHTING MAY BE REQUIRED. ALL GOVERNMENTAL REGULATORY DETERMINATIONS AND FILINGS BY OTHERS, NOT GPD. 19. VERIFY IF THIS STRUCTURE IS AN FM STRUCTURE AND TAKE NECESSARY ACTIONS TO PROVIDE SAFE WORKING CONDITIONS INCLUDING BUT NOT LIMITED TO HAVING FM SIGNAL TURNED OFF. CONTRACTOR SHALL HAVE PROPER RAbMAN FOR NOTIFICATION OF EXCESSIVE RF EXPOSURE FOR ALL INDIVIDUALS WORKING ON SITE IF FM ANTENNAS ARE PRESENT. ALL MANUFACTURERS HARDWARE AND ASSEMBLY INSTRUCTIONS SHALL BE FOLLOWED EXACTLY. DEVIATION FROM THE INSTRUCTIONS IS UNACCEPTABLE AND REQUIRES WRITTEN APPROVAL FROM ENGINEER. DO NOT SCALE DRAWINGS. 22. THE CLIMBING FACILITIES SAFETY CLIMB AND ALL ASSOCIATED HARDWARE SHALL NOT BE IMPEDED OR MODIFIED WITI-IOUT THE WRITTEN CONSENT OF GPD GROUP. 6. CONTRACTOR IS RESPONSIBLE FOR ENGAGING A MODIFICATION INSPECTOR AT THE TIME OF AWARD TO COORDINATE AN INSPECTION SCHEDULE AND ENSURE PROPER DOCUMENTATION IS RETAINED THROUGHOUT THE PROJECT. FOUNDATION WORK REQUIRES INSPECTION PRIOR TO 20. THE CONCRETE POUR AND MAY INVOLVE A SEPARATE INSPECTION VISIT. REFER TO SHEET MI -01 FOR MODIFICATION INSPECTION CHECKLIST. REFERENCE THE GPD CONTACT INFORMATION ON THE TITLE SHEET TO OBTAIN PRICING TO COMPLETE FINAL AND/OR FOUNDATION INSPECTION SERVICES, IF NOT ALREADY COORDINATED WITH THE STRUCTURE OWNER / PROGRAM MANAGER / 21. CARRIER. INSTALLATION OF PROPOSED LOADING PRIOR TO COMPLETION OF POST MODIFICATION INSPECTION IS PROHIBITED WITHOUT PRIOR APPROVAL FROM STRUCTURE OWNER AND ENGINEER OF RECORD. INSTALLATION OF THE PROPOSED LOADING IS BY OTHERS AND IS BEYOND THE SCOPE OF THESE DRAWINGS. 7. ALL CONTRACTORS AND LOWER TIER CONTRACTORS MUST ACKNOWLEDGE IN WRITING TO STRUCTURE OWNER AND GPD GROUP THAT THEY HAVE OBTAINED UNDERSTAND, AND WILL FOLLOW STRUCTURE OWNER STANDARDS OF PRACTICE CONSTRUCTION GUIDELINES ALL SITE PROCEDURESURE USEDAFETY ON ITE,OANDU PROPOSEDALL PMODIFICATIONS T LIMITATIONS T DESCRIBED. INSTALLATION PROCEDURES ACKNOWLEDGMENT MUST OCCUR PRIOR TO BEGINNING CONSTRUCTION OR CLIMBING. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE THIS DOCUMENTATION FOR STRUCTURE OWNER AND GPD GROUP ON COMPANY LETTERHEAD AND THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO OBTAIN THIS DOCUMENTATION FROM LOWER TIER SUBCONTRACTORS (ON SUBCONTRACTOR LETTERHEAD) AND DELIVER IT TO STRUCTURE OWNER AND GPD GROUP. 8. IT IS ASSUMED THAT ANY STRUCTURAL MODIFICATION WORK SPECIFIED ON THESE PLANS WILL BE ACCOMPLISHED BY KNOWLEDGEABLE WORKMEN WITH STRUCTURE CONSTRUCTION EXPERIENCE. THIS INCLUDES PROVIDING THE NECESSARY CERTIFICATIONS TO THE STRUCTURE OWNER AND ENGINEER. 9. THESE DRAWINGS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS, MEANS, TECHNIQUES, SEQUENCES, AND PROCEDURES. 10. CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO HEALTH AND SAFETY. THE CONTRACTOR IS RESPONSIBLE TO EDUCATE THEIR WORK FORCE OF THESE DANGERS AND LIMIT THEIR EXPOSURE TO HAZARDS. THIS EDUCATION SHALL INCLUDE BUT NOT BE LIMITED TO APPLICABLE TRAINING COURSES AND CERTIFICATIONS, PROPER PERSONAL PROTECTIVE EQUIPMENT USAGE DAILY TAILGATE MEETINGS AND ANY OTHER PREVENTATIVE MEASURES WHICH MAY BE REASONABLY EXPECTED. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA ADJACENT AREAS AND ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR CARRIER OSHA AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RE=STRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. 11. STRUCTURE WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY. ALL STRUCTURE WORKERS WORKING ON A STRUCTURE MUST BE ADEQUATELY TRAINED AND MONITORED TO ENSURE THAT SAFE WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY OSHA, WHEN WORKING ON EXISTING COMMUNICATION STRUCTURES EMPLOYEES MUST BE PROVIDED THEHUSE OF FALL PROTECTION MUST BE CO CNED ONSIO STENTLY SUPE THIS ERVISEDTANDIEN ENFN ORCED PROPERLY, THE CONTRACTOR. 12. ALL SAFETY EQUIPMENT SHALL BE INSPECTED ACCORDING TO ALL OSHA AND INDUSTRY SCHEDULED INTERVALS AND ALL INSPECTIONS SHALL BE DOCUMENTED PER APPLICABLE CODES AND STANDARDS. 13. CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY REMOVING ALL COAX, T -BRACKETS, ANTENNA MOUNTS, AND ANY OTHER STRUCTURE APPURTENANCE THAT MAY INTERFERE WITH THE STRUCTURE MODIFICATIONS. ALL STRUCTURE APPURTENANCES MUST BE REPLACED AND/OR RESTORED TO ITS ORIGINAL LOCATION. SOME ATTACHMENTS MAY REQUIRE CUSTOM MODIFICATIONS TO PROPERLY FIT THE MODIFIED REGION OF THE STRUCTURE. THESE CUSTOMIZATIONS ARE DESIGNED BY OTHERS AND MUST BE APPROVED BY THE ENGINEER PRIOR TO REMOVING SUCH ATTACHMENTS. ANY CARRIER DOWNTIME MUST BE COORDINATED WITH THE STRUCTURE OWNER IN WRITING. 23. ANY WORK PERFORMED WITHOUT A PREFABRICATION MAPPING IS DONE AT THE RISK OF THE GC AND/OR FABRICATOR. ALL NEW STEEL SHALL BE HOT -DIPPED GALVANIZED PER ASTM A123, ASTM A153/A153M, OR ASTM A653 G9O, AS APPLICABLE FOR FULL WEATHER PROTECTION. FOR HIGH STRENGTH STEEL FASTENERS WHERE HOT -DIPPED GALVANIZING IS NOT PERMITTED MAGNI 565 COATING (OR ENGINEER APPROVED EQUIVALENT) SHALL BE USED. IN ADDITION ALL NEW STEEL SHALL BE PAINTED TO MATCH EXISTING STRUCTURE STEEL. CONTRACTOR SHALL OBTAIN WRITTEN PERMISSION TO PROTECT STEEL BY ANY OTHER MEANS. 2. ALL EXISTING PAINTED/GALVANIZED SURFACES DAMAGED DURING REHAB SHALL BE WIRE BRUSHED CLEAN, REPAIRED BY COLD GALVANIZING BRUSH APPLIED PAINT (ZRC OR EQUAL), AND REPAINTED TO MATCH THE EXISTING FINISH (IF APPLICABLE). 3. ALL STRUCTURAL STEEL SHALL CONFORM TO THE LISTED REQUIREMENTS U.N.O. IN THESE DRAWINGS: ANGLE PLATE PIPE BOLTS ANCHOR RODS NUTS WASHERS LOCKING DEVICE ASTM A36 ASTM A572 GRADE 50 ASTM A53 GRADE B (Fy=35 KSI) ASTM A325 ASTM A193 GRADE B7 ASTM A563 GRADE DH ASTM F436 SPLIT WASHER/PAL-NUT 4. ALL BOLT ASSEMBLIES FOR STRUCTURAL MEMBERS REPRESENTED IN THIS DRAWING REQUIRE LOCKING DEVICES TO BE INSTALLED IN ACCORDANCE WITH THE GOVERNING PROVISIONS OF TIA/EIA-222 REQUIREMENTS. 5. ALL BOLTS, INCLUDING U -BOLTS, SHALL BE TIGHTENED IN ACCORDANCE WITH AISC "SNUG TIGHT' REQUIREMENTS, U.N.O. 6. ALL SUBSTITUTES PROPOSED BY THE CONTRACTOR SHALL BE APPROVED IN WRITING BY THE ENGINEER. CONTRACTOR SHALL PROVIDE DOCUMENTATION TO ENGINEER FOR DETERMINING IF SUBSTITUTE IS SUITABLE FOR USE AND MEETS THE ORIGINAL DESIGN CRITERIA. DIFFERENCES FROM THE ORIGINAL DESIGN, INCLUDING MAINTENANCE, REPAIR AND REPLACEMENT, SHALL BE NOTED. ESTIMATES OF COSTS/CREDITS ASSOCIATED WITH THE SUBSTITUTION (INCLUDING RE -DESIGN COSTS AND COSTS TO SUB -CONTRACTORS) SHALL BE PROVIDED TO THE ENGINEER. CONTRACTOR SHALL PROVIDE ADDITIONAL DOCUMENTATION AND/OR SPECIFICATIONS TO THE ENGINEER AS REQUESTED. 7. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE PROVIDED TO ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 8. UNLESS NOTED OTHERWISE, ALL NEW MEMBERS SHALL MAINTAIN THE EXISTING MEMBER WORK LINES AND NOT INTRODUCE ECCENTRICITIES INTO THE STRUCTURE 9. FOR ALL SHOP WELDING, USE E7OXX ELECTRODES FOR SMAW PROCESS AND E7XT-XX ELECTRODES FOR FCAW PROCESS, UNO. BOLT SCHEDULE BOLT DIAMETER STANDARD HOLE SHORT SLOT MIN. EDGE DISTANCE SPACING 1/2 9/16 9/16E11/16 7/8 1-1/2 5/8 11/16 11/16x7/8 1-1/8 1-7/8 3/4 13/16 13/16x1 1-1/4 2-1/4 7/8 15/16 15/15/1-1/8 1-1/2 2-5/8 1 1-1/16 1-1/15/1-5/16 1-3/4 3 spociNG -DIMENSIONS GIVEN IN INCHES SHORT SLOT HOLES SHALL ONLY BE USED WMEN DEPICTED ON THE PLANS WORKABLE GAGES INITIAL RELEASE LEG 4 3-1/2 3 2-1/2 2 1-3/4 G 2-12 2 1-3/4 1-3/8 1-1/8 1 ,L -DIMENSIONS GIVEN IN INCHES -MATCH EXISTING WHEN APPUCABLE o s i ALLOWABLE ANGLE COPE COPED ANGLE DO NOT COPE BEYOND THIS UNE f BOLT HOLE REVI ALL DIMENSIONS REPRESENTED IN THE ABOVE REQUIREMENTS. CONTRACTOR SHALL VERIFY EXIS NOTIFY ENGINEER IF DISTANCES ARE LESS THAN 2. THE DIMENSIONS PROVIDED ARE MINIMUM REQUIR OF PROPOSED MEMBERS WITHIN THESE DRAWMN MINIMUM REQUIREMENTS. NM" 01/16 D FOR IPLIANCE G�COND OJ�I I 'iATYOLES ARE VED SE PROVIDED. MAV ENTS.VARY ACM pEI,v1J= HEE S 3 /O 2 011 L 19 City of Tukwila ILDING DIVISION Sff I� D TUKWILA 54» 92 . ONAL CENTER GPD GROUP Professional Corporation 520 So. Win On. ASIAN OPP .1 I 3305722100 FV 330572.2102 Gam` TUKWILA USID x:74846 DESIGN DRAWINGS PREPARED FOR: 4MasTec Network Solutions CLIENT Y: WA6094 DESCRIPTION INITIAL RELEASE U1 a 0 r U1 W o PROJECT NOTES ISSUED FOR PERMIT 5/4/2017 BID CONSTRUCTION RECORD ENGINEER DESIGNER TC MJS PROJECT MANAGER APPROVEDSY JS JNK dELEV:89'-8 ± ENTHOUSE BELE V:82'-8' ± / OOFTOP ELEV:0'-0"± GRADE MODIFICATION SCHEDULE MEMBER TYPE ELEVATION EXISTING MEMBER NEW MEMBER REFERENCE DETAIL NOTES ANTENNA PLATFORM 97-0; MOUNTED PLATFORM 12'-0" HD PLATFORM W/ HANDRAILS SHEET S-03 REMOVE EXISTING ANTENNA PLATFORM AND REPLACE WITH NEW. WALL MOUNTS 89'4"2 P12 STD WALL MOUNTED TOWER ANCHOR BRACKETS W/ EPDXY ANCHORS SHEET S-03 REMOVE EXISTING WALL MOUNT CONNECTIONS AND INSTALL NEW. EQUIPMENT PLATFORM 87.8" W -SHAPE PLATFORM L3x363/8 1/S-02 & SHEET S-04 INSTALL DIAGONAL BRACING TO THE EXISTING EQUIPMENT PLATFORM. 82'-8" WSx13 - 1/5-02 & SHEET 5-04 REMOVE EXISTING WSHAPE DIAGONAL BRACING AND ALL ASSOCIATED ASSEMBLY HARDWARE. NOTE: 1 ALL MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE ALL ANTENNA PLATFORM AND HARDWARE SHALL BE ORDERED FROM SABRE OR ENGINEER APPROVED EQUIVALENT. ELEV:9T-0"± -J SECTOR LOADING 0 w 2 U CO 1 BUILDING ELEVATION N.T.S. RECEIVED CITY OF TUKWILA REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2011 City of Tukwila BUILDING DIVISION GPD ROUP an 520 SUM Men SINN Alvan, Ohio 01311 330 572.2100 RP 330.572 2102 TUKWILA USID 0:74846 DESIGN DRAWINGS PREPARED FOR: 41asTec Network Solutions CLIENT C: WA6094 DESCRIPTION INITIAL RELEASE TC MJS PROJECT MANAGER w ti o JS JNK Li; ce c W 06 J Zo ow W H 2 0) W Z wo z< _ ZU J IL 0 mo 2 ISSUED FOR: PERMIT 5/42017 BID CONSTRUCTION RECORD ENGINEER DESIGNER TC MJS PROJECT MANAGER APPROVED SY JS JNK EXISTING PARAPET WALL KICKER BRACING. (F.V. LOCATION AND COORDINATE WITH ENGINEER IF ANY INTERFERENCES ARE FOUND) EXISTING PLATFORM r J EXISTING ROOFTOP INSTALL NEW DIAGONAL BRACING TO EXISTING PLATFORM. SEE MODIFICATION SCHEDULE FOR DETAILS. INSTALL NEW ANTENNA PLATFORM AS WELL AS NEW WALL MOUNTS TO THE EXISTING TOWER. SEE MODIFICATION SCHEDULE FOR DETAILS. EXISTING PLATFORM ROOFTOP PLAN N.T.S. O Z 8'-1"t 4.-0"± 4-0"± 2-4t 4'4)"± 2-4± 3'-0"± \ \ W10x33 T INN is Ilan MO 11 11 1111 1 MINIM mru* 1111 1111111111111MIIIIN11 1 111 11111 i1111■■III_I 111111111111 11111 I I_■IIIIII ,■_ 11 1k11111111 1►111■■1111 11111111E1 ■III 1117:1111111 ■1111 I``\_ 111Mil: 1 ■1117 iii 11111E1 ■III 1■1�! ■1111111 , 1111110 Ill 111101 1111 SI III all 11■1\,. 11111111n , 11111111\, II I�►�, 11■ It 1 11114 I�A,�iln1IiUui. 111111111:\• 1I�1;' II1I■1\, r—=1' 111101111 ANEMIAS IIIIIIL11i 111111■1►;IIf11■1 PIIIIM■III @91111111■11111 1 1111111101 111111111111101111 ■i IN1111.1111I 1 IIIIII111111 ■Ii1;11 ■I 111t__ ' \ ■111111111■11111IiMO1!_ 11111i1lipi 11111— II 1;711 ..1111►,i1111 ''II11 IIlilh; uuII11 / / / / 11■IJ II1i 414 }}}} /x} % "11 111 4 11 11 / } y 1111/1111 1 W1 0x26 PLATFORM FRAMING SCALE: 3/16" = 1'-0" RECEIVED CITY OF TUKWILA JUN 132017 pMIT CENTER EXISTING EQUIPMENT PLATFORM EXISTING STEEL GRATING INSTALL NEW DIAGONAL BRACING BETWEEN HORIZONTAL BRACING. SEE MODIFICATION SCHEDULE FOR DETAILS. REMOVE EXISTING REVIEWED CODE COMPLUME APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION s 4LL 410*A2 GPD ROUP n 530 SaM Meln Sheet Maw, Oho 40311 330.5732105 Fax 330532.31@ TUKWILA USID 8: 74846 DESIGN DRAWINGS PREPARED FOR: 4IasTec Network Solutions CLIENT 6: WA6064 DESCRIPTION INITIAL RELEASE TC MJS PROJECT MANAGER aw st 'a JNK CC o w 0,5 Za O w _w H 2 > • C/) wZ w0 Z • < Z oL 5 _J 0_ m0 2 ISSUED FOR: PERMIT 5/4/1017 BID CONSTRUCTION RECORD ENGINEER DESIGNER TC MJS PROJECT MANAGER APPROVED BY JS JNK Os - a .. 4 1 NOTE 1. ALL MATERIAL REMOVED FROM THE SITE SHALL BE DISPOSED OF BY THE CONTRACTOR OFF SITE. INSTALL NEW PLATFORM WITH RAILS (SABRE P/N: C10855226C, OR ENGINEER APPROVED EQUIVALENT) TO THE EXISTING TOWER EXISTING ANCHORS LOCATIONS (REMOVE AS NEC ESSARY) EXISTING WALL MOUNTED TOWER NEW WALL MOUNT ASSEMBLY. SEE DETAIL 21S-03 FOR MORE INFORMATION. NEW BASE WALL MOUNT ASSEMBLY. SEE DETAIL 3/S-04 FOR MORE INFORMATION. EXISTING PENTHOUSE WALL NEW 1"0 HAS -E -B WALL ANCHOR (TYP.) DRILL 1-1/4"0 HOLE IN WALL FOR NEW ANCHOR HILT! HIT-HY 200 ADHESIVE (OR APPROVED EQUIVALENT), INJECTED INTO HOLE FULL DEPTH PRIOR TO DOWEL INSTALLATION (TYP.) 1,-0„ NEW L4x4x3/4 ANGLE (TYP.) EXISTING WALL MOUNTED TOWER NEW 3/4"0 U -BOLT. INSIDE DIAMETER OF U -BOLT SHALL MATCH OUTSIDE DIAMETER OF TOWER. NEW 3/4"0 BOLTS (TYP.) EXISTING WALL MOUNTED TOWER DRILL 13/16"0 HOLES FOR BOLTS (TYP.) DRILL 13/16"0 HOLES FOR BOLTS (TYP.) (21WALL MOUNT S-03 SCALE: 3/4" =1'-0" "SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 1 3/4" TYP. EQ. EQ. NEW 3/4"0 U -BOLT. INSIDE DIAMETER OF U -BOLT SHALL MATCH OUTSIDE DIAMETER OF TOWER. NEW L4x4x3/4 ANGLE (TYP.) NEW 3/4"0 BOLTS (TYP.) NEW 1"0 HAS -E -B WALL 3'-0" MAX SECTION SCALE: 3/4" = 1-0" *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 7.-cr:7 F TUKWiLA 1 3 2017 NEB REVIPOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION EXP 01/16/19 GPD GRProfessional OUP 520 Sc. Main SISI Moon, OW 41311 3305x22,00 Fax 3.111 572 Qt&` TUKWILA USID 4: 74846 DESIGN DRAWINGS PREPARED FOR: 4lasTec Network Solutions CLIENT Y: WA6094 DESCRIPTION INITIAL RELEASE W a o ,_ 5 0 o CC co D.� gw< wQ ~~ o 0 0 CDCD ISSUED FOR. PERMIT 5/42017 RID CONSTRUCTION RECORD ENGINEER DESIGNER TC MJS PROJECT MANAGER APPROVED BY JS JNK EXISTING PENTHOUSE WALL NEW 1"0 HAS -E -B WALL ANCHOR (TYP.) DRILL 1-1/4"0 HOLE IN WALL FOR NEW ANCHORS HILT! HIT-HY 200 ADHESIVE (OR APPROVED EQUIVALENT), INJECTED INTO HOLE FULL DEPTH PRIOR TO DOWEL INSTALLATION (TYP.) EXISTING STEEL GRATING EXISTING W -SHAPE. SEE FRAMING PLAN FOR SIZE. NEW DIAGONAL BRACING. SEE FRAMING PLAN FOR SIZE. NEW L3x3x3/8 CONNECTION ANGLE (TYP.) NEW 5/8"0 BOLTS (TYP.) 1'-1 1/2" BASE CONNECTION SCALE: 3/4" = 1'-0" 147 SECTION SCALE: 1-1/2" = 1'-0" *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 EXISTING WALL MOUNTED TOWER 7-1 SMAW /TC-U4b PLATE TO PLATE NEW 1" THICK TOP PLATE (TYP.) 5/16 5/16 STIFFENER TO PLATE NEW 1" THICK STIFFENER PLATE (TYP.) NEW 1" THICK BACKER PLATE (TYP.) WORKING LINES STIFFENER TO PLATE NEW L3x3x3/8 CONNECTION ANGLE (TYP.) DRILL 11/16"0 HOLE FOR NEW END BOLTS NEW 5/8"0 BOLTS (TYP.) EXISTING W -SHAPE. SEE FRAMING PLAN FOR SIZE. NOTE: 1. DIAGONAL BRACING AND END BOLTS NOT SHOWN FOR DETAIL CLARITY. *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED ZRC ZINC RICH COLD GALVANIZING PAINT. EXISTING WALL MOUNTED TOWER NEW 1" THICK TOP PLATE (TYP.) NEW 1"0 HAS -E -B WALL ANCHOR (TYP.) NEW 1" THICK STIFFENER PLATE (TYP.) NEW 1" THICK BACKER PLATE (TYP.) EXISTING W -SHAPE. SEE FRAMING PLAN FOR SIZE. WORKING LINES 1 1/8 *SEE WORKABLE GAGE SCHEDULE ON SHEET N-01 9" MIN. RECEIVED CITY OF TUKWILA JUN 132017 PERMIT CENTER 1 1/8" MIN. (F.V.) EXISTING STEEL GRATING EXISTING W -SHAPE. SEE FRAMING PLAN FOR SIZE. NEW DIAGONAL BRACING. SEE FRAMING PLAN FOR SIZE. NEW L3x3x3/8 CONNECTION ANGLE (TYP.) NEW 5/8"0 BOLTS (TYP.) ALL FIELD DRILLED HOLES SHALL BE SOLVENT CLEANED AND TOUCHED UP WITH TWO COATS OF BRUSH APPLIED ZRC ZINC RICH COLD GALVANIZING PAINT. tT 1f NEW L3x3x3/8 CONNECTION ANGLE GSECTION S-04 SCALE: 3" = 1'-0 NOTE: 1. DIAGONAL BRACING AND E BOLTS NOT SHOWN FOR DI CLARITY. PLIANGE Ret.V1ED HOLE FO NEW END BOLTS JUN 2 8 2017 AIL City of Tukwila BUILDING DIVISION *SEE WORKABLE GAGE SCHEDULE i:x p 01 /16/19 ON SHEET N-01 411 GPD GROUP Professional Corporation 520 SUM Mzin 50M Abet, OW1 330 572 Fax 3)0.5/22, 2103 ttieatsit TUKWILA USID #:74846 DESIGN DRAWINGS PREPARED FOR 4lasTec Network Solutions CLIENT #: WA6094 DESCRIPTION INITIAL RELEASE W a o r, a a o ISSUED FOR PERMIT BID CONSTRUCTION RECORD ENGINEER DESIGNER TC MJS PROJECT MANAGER APPROVED SY JS JNK • STRUCTURAL STEEL (IBC 1705.2.1, 1705.11.1, & 1705.12.2) INITIAL RELEASE 0 APPROVED FABRICATOR I YES I NO I VERIFY WELDING PROCEDURES (WPS) AND CONSUMABLE CERTIFICATES ®CONTINUOUS 0 PERIODIC FABRICATORS NAME: MATERIAL IDENTIFICATION 0 CONTINUOUS C4 PERIODIC VERIFY TYPE AND GRADE OF MATERIAL. WELDER IDENTIFICATION CONTINUOUS ® PERIODIC A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS AWELDED JOINT OR MEMBER CAN BE IDENTIFIED. FIT -UP GROOVE WELDS 0 CONTINUOUS ®PERIODIC VERIFY JOINT PREPARATION, DIMENSIONS, CLEANLINESS, TACKING. AND BACKING. ACCESS HOLES O CONTINUOUS IN PERIODIC VERIFY CONFIGURATION AND FINISH. FIT -UP OF FILLET WELDSCONTINUOUS ®PERIODIC VERIFY ALIGNMENT, GAPS AT ROOT, CLEANLINESS OF STEEL SURFACES, AND TACK WELD QUALITY AND LOCATION. W USE OF QUALIFIED ELDERS 0 CONTINUOUS ®PERIODIC VERIFY THAT WELDERS ARE APPROPRIATELY QUALIFIED. CONTROL AND HANDLING OF WELDING CONSUMABLES 0 CONTINUOUS ® PERIODIC VERIFY PACKAGING AND EXPOSURE CONTROL. CRACKED TACK WELDS 0 CONTINUOUS ®PERIODIC VERIFY WELDING DOES NOT OCCUR OVER CRACKED TACK WELDS. ENVIRONMENTAL CONDITIONS 0 CONTINUOUS ® PERIODIC VERIFY VNND SPEED IS VMTHIN LIMITS AS WELL AS PRECIPITATION AND TEMPERATURE. WPS FOLLOWED 0 CONTINUOUS ® PERIODIC VERIFY ITEMS SUCH AS SETTINGS ON WELDING EQUIPMENT, TRAVEL SPEED. WELDING MATERIALS. SHIELDING GAS TYPE/FLOW RATE. PREHEAT APPLIED. INTERPASS TEMPERATURE MAINTAINED, AND PROPER POSITION. WELDING TECHNIQUES ❑ CONTINUOUS ® PERIODIC VERIFY INTERPASS AND FINAL CLEANING, EACH PASS IS WITHIN PROFILE LIMITATIONS. AND QUALITY OF PASS. WELDS CLEANED 0 CONTINUOUS ® PERIODIC VERIFY WELDS HAVE BEEN PROPYL CLEANED. SIZE, LENGTH, AND LOCATION OF WELDS ® CONTINUOUS ❑ PERIODIC WELDS MEET VISUAL ACCEPTANCE CRITERIA ® CONTINUOUS 0 PERIODIC ARC STRIKES ® CONTINUOUS ❑ PERIODIC K -AREA ® CONTINUOUS ❑ PERIODIC BACKING AND WELD TABS REMOVED ® CONTINUOUS 0 PERIODIC REPAIR ACTIVITIES ® CONTINUOUS 0 PERIODIC DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT/MEMBER CJP WELDS (RISK CAT. Ip ®CONTINUOUS 0 CONTINUOUS 0 PERIODIC ®PERIODIC ULTRASONIC TESTING SHALL BE PERFORMED ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING MATERIALS 5/16 -INCH THICK OR GREATER. TESTING RATE MUST BE INCREASED IF >5% OF WELDS TESTED HAVE UNACCEPTABLE DEFECTS. CJP WELDS (RISK CAT. III OR IV) ® CONTINUOUS 0 PERIODIC A REDUCTION IN THE RATE OF ULTRASONIC TESTING IS ALLOWED PER SECTION N5.5e. ACCESS HOLES (FLANGE> 2") ® CONTINUOUS 0 PERIODIC WELDED JOINTS SUBJECT TO FATIGUE ® CONTINUOUS ❑ PERIODIC STRUCTURAL STEEL (CONTINUED) INITIAL RELEASE 0 APPROVED FABRICATOR I YES I NO I DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS ,7,1 CONTINUOUS 0 PERIODIC FABRICATORS NAME: JNK FABRICATORS PLANT LOCATION: se o STRUCTURAL STEEL DETAILS 0 CONTINUOUS ® PERIODIC SHLLOR V STEELFRAMES SHALLLBEIBE INSPECTED TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN IN THE CONSTRUCTION DOCUMENTS, SUCH AS BRACES. STIFFENERS, MEMBER LOCATIONS, AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL ❑ CONTINUOUS ® PERIODIC SHALL BE ON THE PREMISES DURING THE PLACEMENT OF ANCHOR RODS AND OTHER EMBEDMENTS SUPPORTING STRUCTURAL STEEL FOR COMPLIANCE WITH CONSTRUCTION DOCUMENTS. VERIFY THE DIAMETER, GRADE, TYPE, AND LENGTH OF THE ANCHOR ROD OR EMBEDDED ITEM, AND THE EXTENT OR DEPTH OF EMBEDMENT PRIOR TO PLACEMENT OF CONCRETE. FABRICATORS (IBC 1704.2.5) INITIAL RELEASE 0 APPROVED FABRICATOR I YES I NO I 1 0 UNAPPROVED FABRICATOR I YES I NO PROJECT MANAGER W Q O FABRICATORS NAME: JNK FABRICATORS PLANT LOCATION: se o REQUIRED IN -PLANT: INSPECTIONS: ❑ STEEL CONSTRUCTION 0 CONCRETE CONSTRUCTION 0 WOOD CONSTRUCTION O OTHER: • COLD -FORMED CONSTRUCTION 0 OTHER: 3ECEEVED .3;'Y Y OF TUKWILA JUN 132017 'ERMIT CENTER [ XI REVIEWED FOR CODE COMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BNG DIVISION GPD GRProfarkmal OUP UCorporation 520 Sc.) Maui Street Akron, 01.4 3,a 330572.2100 Fes 530.5132103 at&t TUKWILA USID Y: 74846 DESIGN DRAWINGS PREPARED FOR: 41asTec Network Solutions CLIENT 8: WA6094 DESCRIPTION INITIAL RELEASE TC MJS PROJECT MANAGER W Q O n 4 0 JNK se o z 0 1- 0 I— W O) CL Z U �W Q= U U W 0 ISSUED FOR: PERMIT 5/42017 BID CONSTRUCTION RECORD ENGINEER DESIGNER TC MJS PROJECT MANAGER APPROVED BY JS JNK NOTE: X DENOTES A DOCUMENT NEEDED FOR THE MODIFICATION INSPECTION REPORT - DENOTES A DOCUMENT THAT IS NOT REQUIRED FOR THE MODIFICATION INSPECTION REPORT STANDARD MODIFICATION DOCUMENTATION REQUIREMENTS CONSTRUCTION PROCESS REPORT ITEM STAMPED REPORT REQUIRED BEFORE DURING AFTER X - - • SHOP DRAWINGS o X_ - •MATERIAL TEST REPORT (ALL MODIFICATION MATERIALS) X- - • PACKING SLIPS 4444. .____ 4444 •PHOTOS: X • PRE -CONSTRUCTION PHOTOS (COMPOUND, ACCESS DRIVE, ROAD ENTRANCE, STRUCTURE) - X - •DURING CONSTRUCTION - - X • POST CONSTRUCTION - - - • BASE PLATE GROUT VERIFICATION - - X • ON SITE COLD GALVANIZING VERIFICATION - - X • GC AS -BUILT DRAWINGS - - X •LIEN RELEASE (GPD SERVICES ONLY) WELDING REQUIREMENTS: FABRICATION & ONSITE CONSTRUCTION PROCESS REPORT ITEM STAMPED REPORT REQUIRED BEFORE DURING AFTER X X - • NDT-ALL FULL PEN OR WELDS >5/16" AWS X - X • VISUAL INSPECTION IN ACCORDANCE WITH ANSI/AWS D1.1 AWS X - - • FABRICATOR CERTIFIED WELD INSPECTION AWS X X X • ELECTRODE VERIFICATION - ONSITE PHOTO OF ELECTRODE STRENGTH X- - • WELDER'S CERTIFICATIONS - - X • 3RD PARTY CERTIFIED WELD INSPECTORS REPORT AWS ANCHOR ROD REQUIREMENTS CONSTRUCTION PROCESS REPORT ITEM STAMPED REPORT REQUIRED BEFORE DURING AFTER - X - •EPDXY OBSERVATION ENGINEER - X - • HOLE DEPTH VERIFICATION - ONSITE PHOTO OF TAPE MEASURE - X - • HOLE CLEANOUT PHOTO - ONSITE PHOTOS OF CLEANOUT PROCESS - X - • EPDXY VERIFICATION- ONSITE PHOTO OF EPDXY LABEL X- - • EPDXY PACKING SLIP -• • ANCHOR ROD PULL TEST: • BY 3RD PARTY • BY CONTRACTOR W/ 3RD PARTY INSPECTOR �". 4444 ENGINEER ENGINEER MODIFICATION INSPECTION NOTES: GENERAL NOTES 1. THE MODIFICATION INSPECTION IS A VISUAL INSPECTION OF STRUCTURE MODIFICATIONS AND A REVIEW OF CONSTRUCTION INSPECTIONS AND OTHER REPORTS TO ENSURE THE INSTALLATION WAS CONSTRUCTED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, NAMELY THE MODIFICATION DRAWINGS, AS DESIGNED BY THE ENGINEER OF RECORD. 2. THE MODIFICATION INSPECTION IS TO CONFIRM INSTALLATION CONFIGURATION AND WORKMANSHIP ONLY AND IS NOT A REVIEW OF THE MODIFICATION DESIGN ITSELF, NOR DOES THE MODIFICATION INSPECTOR TAKE OWNERSHIP OF THE MODIFICATION DESIGN. OWNERSHIP OF THE STRUCTURAL MODIFICATION DESIGN EFFECTIVENESS AND INTENT RESIDES WITH THE ENGINEER OF RECORD AT ALL TIMES. 3. TO ENSURE THAT THE REQUIREMENTS OF THE MODIFICATION INSPECTION ARE MET, IT IS VITAL THAT THE GENERAL CONTRACTOR (GC) AND THE MODIFICATION INSPECTOR BEGIN COMMUNICATING AND COORDINATING AS SOON AS A PO OR PAYMENT IS RECEIVED. IT IS EXPECTED THAT EACH PARTY WILL BE PROACTIVE IN REACHING OUT TO THE OTHER PARTY. CONTACT LISTED ON THE TITLE SHEET SHALL BE CONTACTED IF SPECIFIC INSPECTOR CONTACT INFORMATION IS NOT KNOWN. MODIFICATION INSPECTOR 1. THE MODIFICATION INSPECTOR IS REQUIRED TO CONTACT THE GC AS SOON AS RECEIVING A PO OR PAYMENT FOR THE MODIFICATION INSPECTION TO: - REVIEW THE REQUIREMENTS OF THE MODIFICATION INSPECTION CHECKLIST - WORK WITH THE GC TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS - DISCUSS ANY SITE SPECIFIC INSPECTIONS OR CONCERNS 2. THE MODIFICATION INSPECTOR IS RESPONSIBLE FOR COLLECTING ALL GENERAL CONTRACTOR (GC) INSPECTION AND TEST REPORTS, REVIEWING THE DOCUMENTS FOR ADHERENCE TO THE CONTRACT DOCUMENTS, CONDUCTING THE IN -FIELD INSPECTIONS, AND SUBMITTING THE MODIFICATION INSPECTION REPORT. GENERAL CONTRACTOR 1. THE GC IS REQUIRED TO CONTACT THE MODIFICATION INSPECTOR AS SOON AS RECEIVING A PO OR PAYMENT FOR THE MODIFICATION INSTALLATION OR TURNKEY PROJECT TO: - REVIEW THE REQUIREMENTS OF THE MODIFICATION INSPECTION CHECKLIST - WORK WITH THE MI INSPECTOR TO DEVELOP A SCHEDULE TO CONDUCT ON-SITE MODIFICATION INSPECTIONS, INCLUDING FOUNDATION INSPECTIONS - BETTER UNDERSTAND ALL INSPECTION AND TESTING REQUIREMENTS 2. THE GC SHALL PERFORM AND RECORD THE TEST AND INSPECTION RESULTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE MODIFICATION INSPECTION CHECKLIST. RECOMMENDATIONS THE FOLLOVING RECOMMENDATIONS AND SUGGESTIONS ARE OFFERED TO ENHANCE THE EFFICIENCY AND EFFECTIVENESS OF DELIVERING A MODIFICATION INSPECTION REPORT: - IT IS SUGGESTED THAT THE GC PROVIDE A MINIMUM OF 5 BUSINESS DAYS NOTICE, PREFERABLY 10, TO THE MODIFICATION INSPECTOR AS TO WHEN THE SITE WILL BE READY FOR THE MODIFICATION INSPECTION TO BE CONDUCTED. - THE GC AND MODIFICATION INSPECTOR COORDINATE CLOSELY THROUGHOUT THE ENTIRE PROJECT. - WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MODIFICATION INSPECTOR ON-SITE SIMULTANEOUSLY FOR ANY GUY WIRE TENSIONING OR RE -TENSIONING OPERATIONS. - IT MAY BE BENEFICIAL TO INSTALL ALL STRUCTURE MODIFICATIONS PRIOR TO CONDUCTING THE FOUNDATION INSPECTIONS TO ALLOW FOUNDATION AND MODIFICATION INSPECTION(S) TO COMMENCE WITH ONE SITE VISIT. - WHEN POSSIBLE, IT IS PREFERRED TO HAVE THE GC AND MODIFICATION INSPECTOR ON-SITE DURING THE MODIFICATION INSPECTION TO HAVE ANY DEFICIENCIES CORRECTED DURING THE INITIAL MODIFICATION INSPECTION. THEREFORE, THE GC MAY CHOOSE TO COORDINATE THE MODIFICATION INSPECTION CAREFULLY TO ENSURE ALL CONSTRUCTION FACILITIES ARE AT THEIR DISPOSAL WHEN THE MI INSPECTOR IS ON SITE. CANCELLATION OR DELAYS 1. IF THE GC AND MODIFICATION INSPECTOR AGREE TO A DATE ON WHICH THE MODIFICATION INSPECTION WILL BE CONDUCTED, AND EITHER PARTY CANCELS OR DELAYS, THE STRUCTURE OWNER SHALL NOT BE RESPONSIBLE FOR ANY COSTS, FEES, LOSS OF DEPOSITS AND/OR OTHER PENALTIES RELATED TO THE CANCELLATION OR DELAY INCURRED BY EITHER PARTY FOR ANY TIME (E.G. TRAVEL AND LODGING, COSTS OF KEEPING EQUIPMENT ON-SITE, ETC.). EXCEPTIONS MAY BE MADE IN THE EVENT THAT THE DELAY/CANCELLATION IS CAUSED BY WEATHER OR OTHER CONDITIONS THAT MAY COMPROMISE THE SAFETY OF THE PARTIES INVOLVED. FAILING INSPECTION CORRECTIONS 1. IF THE MODIFICATION INSTALLATION WOULD FAIL THE MODIFICATION INSPECTION ("FAILED MODIFICATION INSPECTION"), THE GC SHALL WORK WITH MODIFICATION INSPECTOR TO COORDINATE A REMEDIATION PLAN IN ONE OF TWO WAYS: - CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND COORDINATE A SUPPLEMENT MODIFICATION INSPECTION. - OR, \MTH STRUCTURE OWNER'S APPROVAL, THE GC MAY WORK WITH THE ENGINEER OF RECORD TO RE -ANALYZE THE MODIFICATION/REINFORCEMENT USING THE AS -BUILT CONDITION. VERIFICATION INSPECTIONS 1. STRUCTURE OWNER RESERVES THE RIGHT TO CONDUCT A VERIFICATION INSPECTION TO VERIFY THE ACCURACY AND COMPLETENESS OF PREVIOUSLY COMPLETED MODIFICATION INSPECTION(S) ON STRUCTURE MODIFICATION PROJECTS. 2. VERIFICATION INSPECTION MAY BE CONDUCTED BY AN INDEPENDENT FIRM AFTER A MODIFICATION PROJECT IS COMPLETED, AS MARKED BY THE DATE OF AN ACCEPTED PASSING MODIFICATION INSPECTION" OR "PASS AS NOTED MODIFICATION INSPECTION° REPORT FOR THE ORIGINAL PROJECT. REQUIRED PHOTOS 1. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING PHOTOGRAPHS ARE TO BE TAKEN AND INCLUDED IN THE MODIFICATION INSPECTION REPORT: - PRE -CONSTRUCTION GENERAL SITE CONDITION - PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION CONSTRUCTION/ERECTION AND INSPECTION: • RAW MATERIALS • PHOTOS OF ALL CRITICAL DETAILS • FOUNDATION MODIFICATIONS • WELD PREPARATION • BOLT INSTALLATION AND TORQUE • FINAL INSTALLED CONDITION • SURFACE COATING REPAIR - POST CONSTRUCTION PHOTOGRAPHS: • FINAL INFIELD CONDITION - ANY OTHER PHOTOS DEEMED RELEVANT TO SHOW MODIFICATIONS. 2. PHOTOS OF ELEVATED MODIFICATIONS TAKEN FRO INADEQUATE. AILS OF REVIEVVgg That%S bMPLIANCE APPROVED JUN 2 8 2017 City of Tukwila BUILDING DIVISION [,xf' 01%16/19 GPD GROUP Prokadanal n 5206646 Main Street . A «.04,31, 3305723100 Fax 330.572.2102 t TUKWILA USID 8: 74646 DESIGN DRAWINGS PREPARED FOR: 4lasTec Network Solutions CLIENT 8: WA6094 DESCRIPTION INITIAL RELEASE TC MIS PROJECT MANAGER W,-- a 5 JNK w c, o z 0 1- 0 w a� U) Z Z OW U_U LL 5 O 2 ISSUED FOR: PERMIT 5/42017 BID CONSTRUCTION RECORD ENGINEER DESIGNER TC MIS PROJECT MANAGER APPROVED BY JS JNK % VI a sTe Network Solutions MasTec Network Solutions 1203 114th Ave SE Bellevue, WA, 98004 (215) 534-8477 flLU 4,); GPD GROUP Professional Corporation Chris Scheks 520 South Main Street, Suite 2531 Akron, OH 44311 (614) 588-8973 cscheks@gpdgroup.com GPD# 2017723.04.74846.03 May 4, 2017 STRUCTURAL ANALYSIS REPORT WITH MODIFICATION DESIGN AT&T DESIGNATION: Site USID: Site FA #: Client #: Site Name: ANALYSIS CRITERIA: Codes: SITE DATA: Mr. Eric Wachtendorf, 74846 10013217 WA6094 TUKWILA TIA-222-G, 2015 IBC, & ASCE 7-10 110 -mph Ultimate (3 -second gust) with 0" ice 85 -mph Nominal (3 -second gust) with 0" ice 30 -mph Nominal (3 -second gust) with 1/4" ice 16500 Southcenter Parkway, Tukwila, WA 98188, King County Latitude 47° 27' 15.084" N, Longitude 122° 15' 38.916" W 76' Rooftop GPD is pleased to submit this Structural Analysis Report with Modification Design to determine the structural integrity of the aforementioned structure. The purpose of the analysis is to determine tu e �.,s a th the existing and proposed loading configuration detailed in the analysis report. U Analysis Results Equipment Platform with Proposed Equipment: Mount Platform and Mast with Proposed Equipment: Roof Columns: 98.9% 77.8% 60.3% Pass Pass Pass CODE COMPLIANCE APPROVED JUN 282017 We at GPD appreciate the opportunity of providing our continuing professional seLy��i&C'�� I�g_N Solutions. If you have any questions or need further assistance on this or any o �1a y�a�l call. EXP 01/16/19 Note: In order for this analysi modifications referenced in t instal led. twork ate to for the proposed, existing, and reserved loading in Appendix A the GPD (Project #: 2017723.04.74846.03, dated 5/4/2017) must be RECEIVED CITY OF TUKWILA JUN t',17 PERMIT CENTER Respectfully submitted, John N. Kabak, S.E. Washington #: 50892 5/4/2017 520 South Main Street . Suite 2531 . Akron, Ohio 44311 . 330-572-2100. Fax 330-572-2101 . www.GPDGroup.com GPD Group Professional Corporation 76 ft Rooftop - Structural Evaluation AT&T USID: 74845 SUMMARY & RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T to MasTec Network Solutions. This report was commissioned by Mr. Eric Wachtendorf of MasTec Network Solutions. In order for this analysis results to be valid for the proposed, existing, and reserved loading in Appendix A the modifications referenced in the design drawings by GPD (Project #: 2017723.04.74846.02, dated 5/4/2017) must be installed. TOWER SUMMARY AND RESULTS Member Capacity Results Platform Members 98.9% Pass Roof Columns 38.6% Pass Site Visit Main Mast 47.3% Pass Platform Members 77.8% Pass Wall Anchors 56.9% Pass Roof Column 60.3% Pass ANALYSIS METHOD RISA3D (Version 15.0.2), a commercially available software program, was used to create a three-dimensional model of the platform and calculate the primary forces for various dead, live, seismic and wind load cases. Those calculations can be found in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information. DOCUMENTS PROVIDED Document Remarks Source RF Data Sheet AT&T Loading Document Revision 2.1, dated 9/29/2016 MasTec Construction Drawings GPD Project #: 2016723.04.74846.01 Rev. C, dated 12/9/2016 GPD Site Visit GPD, dated 2/10/2017 GPD Previous Structural Analysis Cornerstone Engineering Project #: 12-13054, dated 5/7/2012 MasTec Previous Structural Analysis Cornerstone Engineering Project #: 11-69335, dated 11/16/2011 MasTec Previous Structural Analysis Peterson Strehle Martinson Project #: C05265, dated 6/8/2005 MasTec Modification Drawings GPD Project #: 2017723.04.74846.03, dated 5/4/2017 GPD 5/4/2017 Page 2 of 8 76 ft Rooftop - Structural Evaluation AT&T USID: 74845 ASSUMPTIONS This rigorous structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the tower. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The structural member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 5. The structures have been properly maintained in accordance with IBC standards and/or with manufacturer's specifications. 6. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 7. Loading interpreted from photos is accurate to ±5' AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 8. The existing and proposed loading configurations were obtained from the previous analyses, the site visit by GPD, and the provided site photos and is assumed to be accurate. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the tower. 5/4/2017 Page 3 of 8 76 ft Rooftop - Structural Evaluation AT&T USID: 74845 DISCLAIMER OF WARRANTIES GPD has performed a site visit to the structure to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the tower elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the structure or foundation. This report does not replace a full structure inspection. The structure and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Structural Analysis Report are limited to the theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing standards and code. Wind forces resulting in tower vibrations near the structure's resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time - domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub -component and connection. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed structure. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable tower manufacturer. Typical telecommunications structures are designed to carry gravity, wind, and ice loads. All members provide structural stability with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Vertical members carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their bolted or welded connections. If the bolts or welds are removed without providing any substitute to the frame, the vertical member is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a redundant is also removed in addition to the connection, the unbraced length of the vertical member is greatly increased, jeopardizing its load carrying capacity. Failure of one vertical member can result in a collapse because there is no redundancy. Redundant members are critical to structure stabi I ity. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. 5/4/2017 Page 4 of 8 76 ft Rooftop - Structural Evaluation AT&T USID: 74845 APPENDIX A Analysis Summary Form 5/4/2017 Analysis Summary Form sse mama WA6094 TUDWILA sae munmer FA Number Date el Anahsh Company Perko .°Anally** 10013217 51412017 GPD ewer Mfe Dosed Date Structure Type -Structure Mel. (top M preel.Lj Rooftop 76. Trammlwbn LW StomMre Manufacturer WA 01700190) Model StructurePip NIA Manufacturer Model NIA quantity sed vnn CoTi-1104*nDre 1wingz ,_.-- GPO Prek<1• 6x001.>eN6A1 Nev.G 271012017 --- 12.010euwu<oa0o0MaIyals --5/712012 - —.71 DO eMO vrejenr: l3nlOH < Pr0lwusROORopMa)303 Cornerstone 00, lM. ge<5 1111672011 76 mg Pra1c1412s5345 11/160.01111 MAnalysis m Quo prakcls: ie nxl.aJ4He45 742465 315.10454 Stran.M pall Pipes Members Wal Anchors Angles Note:Steel Grades As.. CDs IRnerved Mount Lead The information contained In this summery report Is not M be used Independently from the PE Stamped tower analysis. 0.5540 Parameters Design Elle used 71.2241, 70141PC ASCE MO Location of Tower (County...el Wng, WA NaMrul YAMSpeed MO) 8513+e0ond gust, Ice Oddness OM a uteawYll, Qrep FAposun Category ([e, oI Topognph0 umgory M to sl 1M' In order for Ws analysis le.m to be 0001 for5e proposed..shall. and removed IoWkg M ApusS6 A as mMMlatlms I.Tennsed M 101 sego dr0ubgs 31 70 (Project IP 9TlR5AOJ4Nsls, dMad 5nml7l (Prot M Manned. Abaysb Resuh i%Maximum unix/ EdeMnpleesenaa a Future a Cendfflen Platform (76) 984% Mount (X) 7)A% Masi (%) 47.3% Yes �• :. _. ... _ . ..,..Antenna _ Mount Trammlwbn LW Antenna Owner Hebnt (N 01700190) Quantity us Manufacturer Model 44074,) quantity Manubdurer Tree Quantity Medd bre an<nment LeglFaca AT&T Mae61y 76 1 Cabinet 5*1*0 0awnln 742465 1.605640 1 Unknown Matt Mounted Matto. 12 Unknown )n' ATtO —_ 900 400 _ TYobgity —16 Patel 50010607 1461336015 CAM. Puree.em en . same moon. 600 0147000011 [T Meaty Traysnm0e 97 121211 n 76 1261235/145 Paeeh on . some mood Panebnunetbe Boon 90 AT&T 006My 5)97 12 750 Powerwaw LGP 21401 on Me swot mot. Ai[T M066y 57 67 RRN A0alel Lucent 0140050.650 1 on Xu.ae,e�vet AT&TMe6aly 4761 Mabgiy 97 17 57 !7 ] 3 RPM 400153Lu.*M '''AA lue� RRIMa4HOCS-0R RRNhOOW-07L___________._________.�,_____.__._______—_. on tib 04010 meant on tlrc mama on06 se.. t1Mob5y AT&T M060y _._ 5? 5> _ _.. 57 . . 4 Scope a01Lucant Rayeap 025RRN0000+R DC64.04841P _.. :131 e11M ezktbn 714.465all(5)e1tlNezhag60otwa6 p.nenbi5T all 161 of Me azkibp 772 cpaz shM benmewd pdernlM MseaaMm oI1M pnpwed coyly ncons.. b this andysb. AM ezk1615lneervN et... shall M reused. EzhMM I Reserved Platform Load. P osed Mount Load. ... .:. .. - ..... .. Antenna .. ,.,., .: . ..., .... Antenna0wner HMoun eb.OU Ante 0. Quantity T 03107.Murer Mode Wd6M060) AT&T0.0My r06Yly 76 76 i 1 cabinet &mos Argue TFAO TU1 3200 AT&T Me60y 70 76 1 Cabinet Argus TEa 3.1 A 74 YOb11I, M� 76 _ —16 16 _ — — -- — eye.er *0 1 Unknown --- --- _ UNITS _ --- —_ 900 400 _ TYobgity —16 AT&T CAM. Puree.em FLX16 600 0147000011 [T Mo./Iy Traysnm0e 97 121211 AT&T fduOgily 76 76 3 Paeeh Vnknewn Panebnunetbe Boon 90 P osed Mount Load. ... .:. .. - ..... .. Antenna .. ,.,., .: . ..., .... Mount Tranpnhs... Antenna Owner Mount NeMMIN AMnneQ IN Quantity Type Mende4nnr Model Arlo. Quantity Manufacturer Type quantity Mods 500 Attachment L.g7Fa.e ATILT Mehkly [r MabMy 97 97 5 Panel Teel. Wheless _ 1253351345 Mexiwe maont <6eezidmg mount x r Fie, AT 91 Mobility Me 506003 mown [T Mo./Iy 87 97 121211 Akatal Lucent a3MR ant. el.. mount .Tose prepeue ATET arm 1pm5MSHgM 030300 MMenn1M ema0Mgeshtlnpheaerwd bedhlpMM• same 060.033. Proposed Ph.. wad sntenm Owner Mount Height (a) Allen u Quantity Trx Manufacturer Model WM.M(Ibi) ATZT mousy 76 Ce64nt Purse. 600 Nob: Th. propend Fula cabMel khan be mamma on me .zkthm F1A16 cabinet. 76 ft Rooftop - Structural Evaluation AT&T USID: 74845 APPENDIX B Platform Analysis 5/4/2017 Company : GPD May 4, 2017 IIIRISA Designer : 11:48 AM Job Number :2017 2017 723.04.74846.03 Checked By: Model Name WA6094 TUKIMLA (Global) Model Settings Display Sections for Member Calcs 5 Max Internal Sections for Member Calcs 97 Include Shear Deformation? Yes Increase Nailing Capacity for Wind? Yes Include Warping? Yes Trans Load Btwn Intersecting Wood Wall? Yes Area Load Mesh (inA2) 144 Merge Tolerance (in) .12 P -Delta Analysis Tolerance 0.50% Include P -Delta for Walls? Yes Automatically Iterate Stiffness for Walls? Yes Max Iterations for Wall Stiffness 3 Gravity Acceleration (in/sec"2) 386.4 Wall Mesh Size (in) 24 Eigensolution Convergence Tol. (1.E-) 4 Vertical Axis Y Global Member Orientation Plane XZ Static Solver Sparse Accelerated Dynamic Solver Accelerated Solver Hot Rolled Steel Code AISC 14th(360-10): LRFD Adjust Stiffness? Yes(Iterative) RISAConnection Code None Cold Formed Steel Code None Wood Code None Wood Temperature < 100F Concrete Code ACI 318-14 Masonry Code None Aluminum Code None - Building Number of Shear Regions 4 Region Spacing Increment (in) 4 Biaxial Column Method Exact Integration Parme Beta Factor (PCA) .65 Concrete Stress Block Rectangular Use Cracked Sections? Yes Use Cracked Sections Slab? Yes Bad Framing Warnings? No Unused Force Warnings? Yes Min 1 Bar Diam. Spacing? No Concrete Rebar Set REBAR SET ASTMA615 Min % Steel for Column 1 Max % Steel for Column 8 RISA -3D Version 15.0.2 [T:\...\...\03 2017723 04 74846 03 Mastec SA\RISA 3D\74846 Platform.r3d] Page 1 Company : GPD May 4, 2017 IIIRISA Designer : 2017 11:48 AM Job Number :2017723.04.74846.03 Checked By: Model Name WA6094 TUKWILA (Global) Model Settings. Continued Seismic Code ASCE 7-10 Seismic Base Elevation (in) Not Entered Add Base Weight? Yes Ct X .02 Ct Z .02 T X (sec) Not Entered T Z (sec) Not Entered RX 3 RZ 3 Ct Exp. X .75 Ct Exp. Z .75 SD1 1 SDS 1 S1 1 TL (sec) 5 Risk Cat 1 or 1I Drift Cat Other Om Z 1 Om X 1 Cd Z 1 Cd X 1 Rho Z 1 Rho X 1 29000 11154 Hot Rolled Steel Properties Therm (\1E..DensiNrk/ft. Yield[ksil Furksil 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 Hot Rolled Steel Section Sets Tvoe Material 1 W10x33 W10x33 Beam Wide Flange A36 Gr.36 Typical 9.71 36.6 171 .583 2 W10x26 W10x26 Beam Wide Flange A36 Gr.36 Typical 7.61 14.1 144 .402 3 W8x13 W8x13 Beam Wide Flange A36 Gr.36 Typical 3.84 2.73 39.6 .087 4 Post PIPE 5.0 Column Pipe A53 Gr.B Typical 4.01 14.3 14.3 28.6 5 Support Angle L4x4x4 Beam Single Angle A36 Gr.36 Typical 1.93 3 3 .044 6 Mod L3x3x6 HBrace Wide Flange A36 Gr.36 Typical 2.11 1.75 1.75 .101 Member Primary Data 1 M1 N51 N53 W10x26 Beam Wide Flange!1/436 Gr.... Typical 2 M2 N57 N55 W10x26 Beam Wide Flange A36 Gr.... Typical 3 M3 N1 N2 W10x33 Beam Wide Flange A36 Gr.... Typical 4 M4 N3 N4 W10x26 Beam Wide Range A36 Gr.... Typical 5 M5 N17 N5 W8x13 Beam Wide Flange A36 Gr.... Typical 6 M6 N6 N7 W8x13 Beam Wide FlangeA36 Gr.... Typical 7 M7 N15 N8 W8x13 Beam Wide Flange A36 Gr.... Typical 8 M8 N9 N10 W8x13 Beam Wide Flange A36 Gr.... Typical RISA -3D Version 15.0.2 [T:\...\...\03 2017723 04 74846 03 Mastec SA\RISA 3D\74846 Platform.r3d] Page 2 Company : GPD IIIRISA Designer : tclark Job Number :2017723.04.74846.03 Model Name : WA6094 TUKWILA May 4, 2017 11:48 AM Checked By: Member Primary Data (Continued) La 9 M9 N11 N12 W8x13 Beam Wide Flan eA36 Gr... Typical 10 M10 N13 N14 W8x13 Beam Wide Flange,A36 Gr... Typical 11 M11 N57 N15 W8x13 Beam Wide Flange A36 Gr.... Typical 12 M13 N27 N18 180 Support Angle Beam Single Angle A36 Gr..., Typical 13 M14 N26 N19 90 Support Angle Beam Single Angle A36 Gr... Typical 14 M15 N23 N20 180 Support Angle Beam Single Angle A36 Gr... Typical 15 M16 N22 N21 90 Support Angle Beam Single Angle A36 Gr... Typical 16 M43 N51 N52 Post Column pipe A53 Gr.B Typical 17 M44 N53 N54 Post Column Pipe A53 Gr.B Typical 18 M45 N55 N56 Post Column Pipe A53 Gr.B Typical 19 M46 N57 N58 Post Column Pipe A53 Gr.B Typical 20 M20 N56 N65 Col. 4 Column RectangularConc30.. CoI. 4 21 M21 N54 N64 CoI. 4 Column Rectangular Conc30.. Col. 4 22 M22 N58 N66 Col. 5 Column Rectangular Conc30.. Col. 5 23 M23 N52 N63 CoI. 5 Column RectangularConc30.. CoI. 5 24 M24 N13 N67 Mod HBraceWide FlangeA36 Gr... Typical 25 M25 N67 N14 Mod HBrace,W�_de Flange A36 Gr... Typical 26 M26 N11 N68 Mod HBraceWide FlangeA36 Gr... Typical 27 M27 N68 N12 Mod HBraceWide Flange A36 Gr... Typical 28 M28 N9 N69 Mod HBraceWide FlangeA36 Gr..., Typical 29 M29 N69 N10 Mod HBraceWide Flange A36 Gr.... Typical 30 M30 N15 N70 Mod HBraceWide Range A36 Gr.... Typical 31 M31 N70 N8 Mod HBraceWide FlangeA36 Gr.... Typical 32 M32 N4 N71 Mod HBraceWide FlangeA36 Gr.... Typical 33 M33 N71 N1 Mod HBrace Wide FlangeA36 Gr.... Typical 34 M34 N6 N72 Mod HBrace Wide FlangeA36 Gr.... Typical 35 M35 N72 N7 Mod HBraceWide FlangeA36 Gr.... Typical Member Advanced Data I Offsettiinl J Offsetfinl T/C Only Physical Analysis 1 M1 Yes Vv None 2 M2 Yes None 3 M3 Yes None 4 M4 BenPIN BenPIN Yes None 5 M5 BenPIN BenPIN Yes None 6 M6 BenPIN BenPIN Yes None 7 M7 BenPIN BenPIN Yes None 8 M8 BenPIN BenPIN Yes None 9 M9 BenPIN BenPIN Yes None 10 M10 BenPIN BenPIN Yes None 11 M11 BenPIN BenPIN Yes Inactive None 12 M13 BenPIN BenPIN Yes None 13 M14 BenPIN BenPIN Yes None 14 M15 BenPIN BenPIN Yes None 15 M16 BenPIN BenPIN Yes None 16 M43 Yes None 17 M44 Yes None 18 M45 Yes None 19 M46 Yes None 20 M20 Yes None 21 M21 Yes None 22 M22 Yes None 23 M23 Yes None 24 M24 BenPIN BenPIN Yes None 25 M25 BenPIN BenPIN Yes None RISA -3D Version 15.0.2 [T:\...\...\03 2017723 04 74846 03 Mastec SA\RISA 3D\74846 Platform.r3d] Page 3 bIRISA Company : GPD Designer : tclark Job Number : 2017723.04.74846.03 Model Name : WA6094 TUKWILA May 4, 2017 11:48 AM Checked By: Member Advanced Data (Continued) L 26 M26 BenPIN BenPIN -1 Lbvv Yes 3 12 None 27 M27 BenPIN BenPIN W10x26 219 4 Yes Lbyy 2 None 28 M28 BenPIN BenPIN 3 M3 W10x33 Yes Segment None 29 M29 BenPIN BenPIN Lateral 4 Yes W10x26 333 None 30 M30 BenPIN BenPIN Yes 5 M5 None 31 M31 BenPIN BenPIN Yes 147 Lateral None 32 M32 BenPIN BenPIN Lbyy Yes 103 None 33 M33 BenPIN BenPIN 180 90 Yes None 34 M34 BenPIN BenPIN M8 W8x13 180 Yes Lbyy None 35 M35 BenPIN BenPIN Lateral 9 M9 Yes 180 90 None Hot Rolled Steel Design Parameters I Shaoe Lenath... Lbwfinl Lbzzlinl Lcomo to...Lcomp bo -L K77 Function 1 M1 W10x26 219 -1 Lbvv 3 12 2 Lateral 2 M2 W10x26 219 4 Lbyy 2 3 Snow SL Lateral 3 M3 W10x33 333 Segment Lbvv 4 Seismic X EL Lateral 4 M4 W10x26 333 Segment 5 Lbyy EL Lateral 5 M5 W8x13 180 90 None Lbvv 147 Lateral 6 M6 W8x13 180 90 Lbyy 103 Lateral 7 M7 W8x13 180 90 Lbvv Lateral 8 M8 W8x13 180 90 Lbyy Lateral 9 M9 W8x13 180 90 Lbvv Lateral 10 M10 W8x13 180 90 Lbyy Lateral 11 M11 W8x13 114.978 Lbvv Lateral 12 M13 Support Angle 36 Lbyy Lateral 13 M14 Support Angle 36 Lbvv Lateral 14 M15 Support Angle 36 Lbyy Lateral 15 M16 Support Angle 36 Lbvv Lateral 16 M43 Post 18 Lbyy Lateral 17 M44 Post 18 Lbvv Lateral 18 M45 Post 18 Lbyy Lateral 19 M46 Post 18 Lbw Lateral 20 M24 Mod 102 Lbyy Lateral 21 M25 Mod 102 Lbvv Lateral 22 M26 Mod 102 Lbyy Lateral 23 M27 Mod 102 Lbvv Lateral 24 M28 Mod 94.255 Lbyy Lateral 25 M29 Mod 94.255 Lbvv Lateral 26 M30 Mod 102 Lbyy Lateral 27 M31 Mod 102 Lbvv Lateral 28 M32 Mod 132.322 Lateral 29 M33 Mod 132.322 Lateral 30 M34 Mod 94.255 Lateral 31 M35 Mod 94.255 Lateral Basic Load Cases BLC Descrinti 1 Dead DL -1 4 3 12 2 Live LL 4 2 3 Snow SL 4 4 Seismic X EL 1 3 10 5 Seismic Z EL 1 3 10 6 BLC 1 Transient Area .,. None 147 7 BLC 2 Transient Area ... None 103 RISA -3D Version 15.0.2 [T:\...\...\03 2017723 04 74846 03 Mastec SA\RISA 3D\74846 Platform.r3d] Page 4 Company : GPD IIIRISA Designer : tclaric Job Number :2017723.04.74846.03 Model Name : WA6094 TUKWILA May 4, 2017 11:48 AM Checked By: Basic Load Cases (Continued) BLC Description Cateaory 8 BLC 4 Transient Area .. None X Gra... Y Gravity Z Gray Joint Point Distrib.. Area(Memberl Surfac.. 45 45 9 BLC 5 Transient Area .. None Load Combinations Descrinti 1 1.4 Dead Yes Y 7 1 1.4 0 1 0 2 0 1 0 4 0 M2 0 -3185.35 0 54623.009 7-2535.313 20.. 6 -36.471 2 1.2 Dead + 1.6 Live +0.5. Yes Y 7 1 1.2 2 1.6 3 .5 0 149.967 0 2.772 0 1.15 0 11.849 0 4 M4 min -805.156 5 3 1.2 Dead + 1.6 Snow + ... Yes Y -38.273 1 1.2 2 .5 3 1.6 0 max 0 2 0 2 0 4 0 4 1.342 7 15.487 5 4 1.2 Dead + 1.0 Ex +0.5 ...Yes min Y 5 1 1.2 2 .5 3 .5 4 1 0 2 0 N66 0 -1487.917 0 107933.821 2 22.544 2 .22 5 0.9 Dead + 1.0 Ex Yes Y 4 1 .9 4 1 0 58155.076 0 0 0 -36.65 0 -3.563 0 13.073 0 9 Totals: max 0 2 6 1.2 Dead + 1.0 Ez +0.5 ...Yes 0 Y 2 1 1.2 2 .5 3 .5 5 1 0 5 0 5 0 7 0 68294.••• 124416 5.805 24.898 1 H1-.. 7 0.9 Dead + 1.0 Ez Yes Y 20.625 1 .9 5 1 2 51503.... 62532 3.138 0 ...H2-1 0 M14 0 .222 0 1 .038 36 z 1 Envelope Joint Reactions Y Obi Z flbl 1 N63 max -707.443 7 100425.165 2 1.631 1 .106 2 -.009 1 37.536 4 2 M2 min -3185.35 4 54623.009 7-2535.313 20.. 6 -36.471 6 -3.646 6 7.062 7 3 N64 max 1213.002 2 69920.668 2 149.967 5 2.772 5 1.15 6 11.849 5 4 M4 min -805.156 5 37930.576 5-2777.638 0 6 -38.273 6 .039 1 -11.286 2 5 N65 max 3253.064 2 77797.187 2 242.12 4 2.26 4 1.342 7 15.487 5 6 M6 min -791.477 5 41470.943 5-2516.217 0 7 -36.343 6 -1.53 4 -30.027 2 7 N66 max -1487.917 7 107933.821 2 22.544 2 .22 2 .014 2 76.888 4 8 M8 min -6727.085 4 58155.076 7-2528.786 0 7 -36.65 6 -3.563 6 13.073 7 9 Totals: max 0 2 356076.841 2 0 5 2 68294._ 124416 5.805 24.898 1 Hi-.. 10 M10 min -10295.115 5 192659.774 5 -10295.115 7 2 68294.••• 124416 5.805 24.898 1 H1-.. Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Shape Code Check Locfinl LC Shear Ch.. Lo.. Dir LC chi*Pn phi*Pnt f nhi*M nhi* 1 M1 W10x26 .753 219 2 .346 20.. y 2 66415....246564 20.25 62.653 ...H1-.. 2 M2 W10x26 .947 219 2 .492 20.. y 2 66415.- 246564 20.25 63.856 ..,H1-.. 3 M3 W10x33 .941 166.5 2 .208 333 v 2 225840...314604 37.8 104.76 ...H1-.. 4 M4 W10x26 .989 142.219 2 .202 0 y 2 181112...246564 20.25 84.51 ..,H1-.. 5 M5 W8x13 .537 91.875 2 .110 90 z 6 68294._ 124416 5.805 24.898 1 H1-.. 6 M6 W8x13 .295 90 2 .049 0 y 2 68294._ 124416 5.805 24.898 1 Hi-.. 7 M7 W8x13 .597 78.75 2 .087 0 v 2 68294.... 124416 5.805 24.898 1 H1-.. 8 M8 W8x13 .643 76.875 2 .096 0 y 2 68294._ 124416 5.805 24.898 1 H1-.. 9 M9 W8x13 .790 99.375 2 .164 180 y 2 68294._ 124416 5.805 24.898 1 Hi-.. 10 M10 W8x13 .205 90 2 .033 0 y 2 68294.••• 124416 5.805 24.898 1 H1-.. 11 M13 L4x4x4 .233 20.625 4 .045 36 y 2 51503.... 62532 3.138 6.848 ...H2-1 12 M14 L4x4x4 .222 21 1 .038 36 z 1 51503.... 62532 3.138 6.715 ...H2-1 13 M15 L4x4x4 .274 21 6 .039 36 v 1 51503.... 62532 3.138 6.855 ...H2-1 14 M16 L4x4x4 .241 20.625 2 .048 36 z 2 51503.... 62532 3.138 6.715 ..,H2-1 15 M43 PIPE 5.0 .374 18 6 .298 0 6 125728...126315 17.929 17.920...H3-6 16 M44 PIPE_5.0 .340 0 2 .148 0 6 125728...126315 17.929 17.929 ...H1-.. 17 M45 PIPE 5.0 .869 0 2 .177 0 6 125728...126315 17.929 17.929 ...H1-.. 18 M46 PIPE 5.0 .866 0 2 .312 0 6 125728-.126315 17.929 17.929 ...H1-.. 19 M24 L3x3x6 .173 51 4 .010 0 v 2 15465.... 68364 2.307 4.731 ...H2-1 20 M25 L3x3x6 .132 51 6 .010 0 y 2 15465.... 68364 2.307 4.731 ... H2-1 21 M26 L3x3x6 .121 51 6 .011 0 v 2 15465.... 68364 2.307 4.731 ...H2-1 22 M27 L3x3x6 .098 51 6 .012 0 y 2 15465.... 68364 2.307 4.731 ...H2-1 23 M28 L3x3x6 .119 47.127 6 .007 0 v 2 18111.... 68364 2.307 4.811 ...H2-1 24 M29 L3x3x6 .115 47.127 6 .007 0 v 2 18111.... 68364 2.307 4.811 ...H2-1 RISA -3D Version 15.0.2 [T:\...\...\03 2017723 04 74846 03 Mastec SA\RISA 3D\74846 Platform.r3d] Page 5 Company : GPD nosDesigner Designer : tclark : 2017723.04.74846.03 ModelJob NNamumbere : WA6094 TUKWILA May 4, 2017 11:48 AM Checked By: Envelope RISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shaoe Code Check Locrinl LC Shear Ch.. Lo. Dir LC Dhi*Pn Dhi*Pnt 1 phi*M Dhi* 25 M30 L3x3x6 .063 51 4 .008 102 y 2 15465.... 68364 2.307 4.731 ...H2-1 26 M31 L3x3x6 .158 51 4 .009 102 y 2 15465.... 68364 2.307 4.731 ...H2-1 27 M32 L3x3x6 .349 66.161 4 .018 13.. y 2 9189.9... 68364 2.307 4.441 ...H2-1 28 M33 L3x3x6 .100 66.161 4 .010 0 y 2 9189.9... 68364 2.307 4.441 ...H2-1 29 M34 L3x3x6 .507 47.127 6 .005 0 v 1 18111.... 68364 2.307 4.811 ...H2-1 30 M35 L3x3x6 .444 47.127 6 .004 0 v 2 18111.... 68364 2.307 4.811 ...H2-1 Envelope Concrete Column Design Results Column Shaoe UC Max LocfinlUC LC Shea.. Locrinl Dir Phi used Pnflbl Mnvfk-ftl Mnzfk- 1 M20 CRECT.. .386 144 6 .09 0 z .726 232839.. 54427.... 3920... 2 M21 CRECT.. .345 144 7 .1 0 z .9 122737.. 54427.... 3920... 3 M22 CRECT.. .246 144 4 .131 0 v .65 571375.. 68941.... 4610.. 4 M23 CRECT.. .17 144 7 .079 0 z .9 60692.... 119.619 338.496 68941.... 4610.. RISA -3D Version 15.0.2 [T:\...\...\03 2017723 04 74846 03 Mastec SA\RISA 3D\74846 Platform.r3d] Page 6 41 GPD tclark 2017723.04.74846.03 WA6094 TUKWILA SK - 1 May 4, 2017 at 11:51 AM 74846 Platform.r3d 4.1 GPD tclark 2017723.04.74846.03 WA6094 TUKWILA SK -2 May 4, 2017 at 11:54 AM 74846 Platform.r3d GPD tclark 2017723.04.74846.03 WA6094 TUKWILA SK -3 May 4, 2017 at 11:54 AM 74846 Platform.r3d 76 ft Rooftop - Structural Evaluation AT&T USID: 74845 APPENDIX C Mount Analysis 5/4/2017 0 0 m C O o5'° z30 N o-,4 • S NwN r$ < 4. F n N f4 Topographic Inputs z Code Specification 66 E E c Structure Information s.r m °mg= Ice Output Normal Ice Wind Force Ice Weight (Ib/ft)' (Ib/ft)' ronia mmenna m .. r. a .: d o c e c ry a Normal Wind Force (Ib/ft)' V N 4 P O O V m o z m m inn e w Section Sets -- - - -- - - - - — -- - Area Type User's Wind (Round or Flat) ' Multiplier 88888888 SSSSSSH O V u a V u 0 0 O LL¢ 1 Side (Longest seeing Calculated Dc, for Dc, for ice weight Member Type Length (in) Other Side (in) wind) (in) ice weight (in) (In) Square/Rect. 150.000 33 4.24 Pipe 150.000 1.875 1.875 1.88 Pipe 76.212 33 3.00 Square/Rect. 56.748 3 6 6.71 Pipe 96.000 2.375 2.375 2.38 Square/Rect. 41.568 0.375 4.375 4.39 Angle 53.256 2 4 4.47 Pipe 196 12 12 12.00 Mount Components Horizontal Hand Rail Redudants Arms Mount Pipe Connector Kicker Pole Ice Output Normal Wind Force (lbs) Wt (lbs) (only ice)' (w/ ice)* .m. o 8 uRi u^'i T 2T.i m m ^„7i .m.nn,n.�no .44 No Ice Normal Wind Wt (lbs) (no Ice)' Force (Ibs)' 294.65 101.00 130.96 50.70 263.56 97.00 7.65 50.00 16.50 91.00 15.63 60.00 18.42 51.00 7.60 14.10 28.82 32.80 m N K, and/or block shielding 888888888888 Front Shielding Side Shielding (%) (%) b b b, N N N A g b b g Appurtenances Type for Area Height (in) Front Width (In) Side Depth (in) Wt (lbs) c N';,-2 m giFm ro o g.n n n m nr'1 Loading Elevation (ft) 61'.1t,161 Appurtenance Model BSA-M65R-BUU-H6_1. 742-265 80010892 RRH2x60-850 RRH4x25-WCS-4R RRH2x40W-071. B25 RRH4x30-48 IGP 21401 DC6-48-60-0-8F w m m w m b w 0 0 6 GPD Clark, Trevor 2017723.04.74846.03 74846 TUKWILA SK -1 May 4, 2017 at 12:20 PM SabrePlatform.Loaded w column.r3d Company : GPD IIIRISA Designer Model Name : 74 6 TUKWILA 2017723.04.74846.03 May 4, 2017 12:20 PM Checked By: Hot Rolled Steel Properties Label E fksil G fksi Therm (\1E Densitvfk/ft Yieldfksil 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 8 A193 Gr B7 29000 11154 .3 .65 .49 105 1.5 125 1.2 Hot Rolled Steel Section Sets Label 1 Horizontal HSS3x3x3 Beam Tube A500 Gr.B Rect Typical 1.89 2.46 2.46 4.03 2 Handrail PIPE 1.5 Beam Pipe A53 Gr.B Typical .749 .293 .293 .586 3 Redundants HSS3x3x3 Beam Tube A500 Gr.B Rect Typical 1.89 2.46 2.46 4.03 4 Arms HSS6x3x4 Beam Tube A500 Gr.B Rect Typical 3.84 5.7 17 14.2 5 Mount Pipe PIPE 2.0 Beam Pipe A53 Gr.B Typical 1.02 .627 .627 1.25 6 Connector PL 4 3/8x3/8 Beam Pipe A53 Gr.B Typical 1.641 .019 2.617 .073 7 Kicker LL2x2x4x3 Beam Double Angle (3/.. A36 Gr.36 Typical 1.89 1.82 .692 .042 8 Pole PIPE 12.0 Beam Pipe A53 Gr.B Typical 13.7 262 262 523 9 Anchor Rods SR 1 Beam BAR A193 Gr B7 Typical .785 .049 .049 .098 General Section Sets Label A fin2l 1 Iin4l 1 GEN1A RE4X4 Beam gen_Conc... 16 21.333 21.333 31.573 2 RIGID 0.555608 None RIGID 1e+6 le+6 1e+6 1e+6 Joint Coordinates and Temperatures Labe X 1 N1 -7.537659 0 -0.555608 0 2 N2 -7.537659 0 0.555608 0 3 N3 3.287658 0 6.805607 0 4 N4 4.25 0 -6.25 0 5 N5 4.25 0 6.249999 0 6 N6 0.666667 0 1.1547 0 7 N7 3.03125 0 5.250279 0 8 N8 4.25 0 1.010363 0 9 N9 -1.25 0 4.185789 0 10 N10 -0.789022 0 3.919644 0 11 N11 3.789022 0 1.276509 0 12 N12 0.666667 0 -1.154701 0 13 N13 3.03125 0 -5.250279 0 14 N14 -1.25 0 -4.185789 0 15 N15 4.25 0 -1.010363 0 16 N16 3.789022 0 -1.276509 0 17 N17 -0.789022 0 -3.919645 0 18 N18 -6.0625 0 -0. 0 19 N19 -3. 0 -3.175426 0 20 N20 -3. 0 3.175426 0 21 N21 -3. 0 2.643135 0 22 N22 -3.000001 0 -2.643136 0 23 N23 -1.333334 0 -0. 0 RISA -3D Version 15.0.2 [T:\...\...\...\RISA 3D\SabrePlatform.Loaded w column.r3d] Page 1 IIIRISA Company : GPD Designer : Clark, Trevor Job Number : 2017723.04.74846.03 Model Name : 74846 TUKWILA May 4, 2017 12:20 PM Checked By: Joint Coordinates and Temperatures (Continued) L Temp FFl 24 N24 3.287659 0 -6.805608 0 25 N25 2.854646 0 -6.555608 0 26 N26 2.721834 0 -6.785646 0 27 N27 -0.609456 0 -4.555608 0 28 N28 -0.742268 0 -4.785646 0 29 N29 -7.104646 0 -0.805608 0 30 N30 -7.237459 0 -1.035646 0 31 N31 -3.640544 0 -2.805608 0 32 N32 -3.773357 0 -3.035646 0 33 N33 -7.104646 0 0.805608 0 34 N34 -7.237459 0 1.035646 0 35 N35 -3.640545 0 2.805608 0 36 N36 -3.773357 0 3.035646 0 37 N37 2.854646 0 6.555608 0 38 N38 2.721833 0 6.785645 0 39 N39 -0.609456 0 4.555608 0 40 N40 -0.742268 0 4.785646 0 41 N41 4.25 0 -5.75 0 42 N42 4.515625 0 -5.75 0 43 N43 4.25 0 -1.75 0 44 N44 4.515625 0 -1.75 0 45 N45 4.25 0 5.75 0 46 N46 4.515625 0 5.749999 0 47 N47 4.25 0 1.75 0 48 N48 4.515625 0 1.75 0 49 N49 1.5 0 2.598076 0 50 N50 1.5 0 -2.598076 0 51 N51 -3. 0 -0. 0 52 N52 3.789022 0 4.812779 0 53 N53 4.25 0 4.546634 0 54 N54 2.273478 0 5.687779 0 55 N55 1.8125 0 5.953925 0 56 N56 -6.0625 0 0.875 0 57 N57 -6.0625 0 1.407291 0 58 N58 -6.0625 0 -0.875001 0 59 N59 -6.0625 0 -1.407291 0 60 N60 2.273477 0 -5.68778 0 61 N61 1.8125 0 -5.953924 0 62 N62 3.789022 0 -4.812779 0 63 N63 4.25 0 -4.546634 0 64 N64 -7.537659 3.5 -0.555608 0 65 N65 -7.537659 3.5 0.555608 0 66 N66 3.287658 3.5 6.805607 0 67 N67 4.25 3.5 -6.25 0 68 N68 4.25 3.5 6.249999 0 69 N69 3.287659 3.5 -6.805608 0 70 N70 2.854646 3.5 -6.555608 0 71 N71 2.721834 3.5 -6.785646 0 72 N72 -0.609456 3.5 -4.555608 0 73 N73 -0.742268 3.5 -4.785646 0 74 N74 -7.104646 3.5 -0.805608 0 75 N75 -7.237459 3.5 -1.035646 0 76 N76 -3.640544 3.5 -2.805608 0 77 N77 -3.773357 3.5 -3.035646 0 78 N78 -7.104646 3.5 0.805608 0 79 N79 -7.237459 3.5 1.035646 0 80 N80 -3.640545 3.5 2.805608 0 RISA -3D Version 15.0.2 [f:\...\...\...\RISA 3D\SabrePlatform.Loaded w column.r3d] Page 2 Company : GPD bIRISA Designer : Clark, Trevor Job Number :2017723.04.74846.03 Model Name : 74846 TUKWILA May 4, 2017 12:20 PM Checked By: Joint Coordinates and Temperatures (Continued) X Iftl 7 M 81 N81 -3.773357 3.5 3.035646 0 82 N82 2.854646 3.5 6.555608 0 83 N83 2.721833 3.5 6.785645 0 84 N84 -0.609456 3.5 4.555608 0 85 N85 -0.742268 3.5 4.785646 0 86 N86 4.25 3.5 -5.75 0 87 N87 4.515625 3.5 -5.75 0 88 N88 4.25 3.5 -1.75 0 89 N89 4.515625 3.5 -1.75 0 90 N90 4.25 3.5 5.75 0 91 N91 4.515625 3.5 5.749999 0 92 N92 4.25 3.5 1.75 0 93 N93 4.515625 3.5 1.75 0 94 N94 4.25 3.5 3.897114 0 95 N95 1.25 3.5 5.629165 0 96 N96 1.25 3.5 -5.629165 0 97 N97 4.25 3.5 -3.897114 0 98 N98 -5.5 3.5 -1.732051 0 99 N99 -5.5 3.5 1.732051 0 100 N100 -7.237459 -1 1.035646 0 101 N101 -3.773357 -1 3.035646 0 102 N102 2.721833 -1 6.785645 0 103 N103 -0.742268 -1 4.785646 0 104 N104 -7.237459 7 1.035646 0 105 N105 -3.773357 7 3.035646 0 106 N106 2.721833 7 6.785645 0 107 N107 -0.742268 7 4.785646 0 108 N108 4.515625 -1 5.75 0 109 N109 4.515625 -1 1.75 0 110 N110 4.515624 -1 -5.749999 0 111 N111 4.515625 -1 -1.75 0 112 N112 4.515625 7 5.75 0 113 N113 4.515625 7 1.75 0 114 N114 4.515624 7 -5.749999 0 115 N115 4.515625 7 -1.75 0 116 N116 2.721834 -1 -6.785646 0 117 N117 -0.742268 -1 -4.785646 0 118 N118 -7.237458 -1 -1.035646 0 119 N119 -3.773357 -1 -3.035646 0 120 N120 2.721834 7 -6.785646 0 121 N121 -0.742268 7 -4.785646 0 122 N122 -7.237458 7 -1.035646 0 123 N123 -3.773357 7 -3.035646 0 124 N124 0.666667 -2.5 1.1547 0 125 N125 0.666667 -2.5 -1.154701 0 126 N126 -1.333334 -2.5 -0. 0 127 N127 2.5 0 4.330127 0 128 N128 -5.000003 0 0.000001 0 129 N129 2.499977 0 -4.330114 0 130 N130 0 0 0 0 131 N131 0 -2.5 0 0 132 N132 0 -16.333333 0 0 133 N133 0 -14 0 0 134 N134 0 -8 0 0 135 N135 -1.166667 -17 0 0 136 N136 -1.166667 -14 0 0 137 N137 -1.166667 -8 0 0 RISA -3D Version 15.0.2 [T:\...\...\...\RISA 3D\SabrePlatform.Loaded w column.r3d] Page 3 Company : GPD bIRISA Designer : Clark, Trevor Job Number :2017723.04.74846.03 Model Name : 74846 TUKWILA May 4, 2017 12:20 PM Checked By: Joint Coordinates and Temperatures (Continued) Labe X lft l Y ift z 138 N138 -1.166667 -11 0 0 Arms 139 N139 0 -11 0 0 N6 140 N140 -1.166667 -4 0 0 A500 G.. 141 N141 -1.166667 -20 0 0 90 Member Primary Data Label I Joint J Joint K Joint R 1 M25 N23 N18 90 Arms Beam Tube A500 G.. Typical 2 M26 N6 N7 90 Arms Beam Tube A500 G.. Typical 3 M27 N12 N13 90 Arms Beam Tube A500 G.. Typical 4 M52 N96 N97 90 Connector Beam Pipe A53 Gr.B Typical 5 M53 N98 N99 90 Connector Beam Pipe A53 Gr.B Typical 6 M54 N95 N94 90 Connector Beam Pipe A53 Gr.B Typical 7 M19 N65 N66 Handrail Beam Pipe A53 Gr.B Typical 8 M20 N68 N67 Handrail Beam Pipe A53 Gr.B Typical 9 M21 N64 N69 Handrail Beam Pipe A53 Gr.B Typical 10 M1 N24 N1 Horizontal Beam Tube A500 G.. Typical 11 M2 N2 N3 Horizontal Beam Tube A500 G.. Typical 12 M3 N4 N5 Horizontal Beam Tube A500 G.. Typical 13 M55 N124 N127 Kicker Beam Double An...A36 Gr... Typical 14 M56 N125 N129 Kicker Beam Double An...A36 Gr... Typical 15 M57 N126 N128 Kicker Beam Double An...A36 Gr... Typical 16 M28 N110 N114 Mount Pipe Beam Pipe A53 Gr.B Typical 17 M29 N111 N115 Mount Pipe Beam Pipe A53 Gr.B Tvgicat 18 M30 N109 N113 Mount Pipe Beam Pipe A53 Gr.6 Typical 19 M31 N108 N112 Mount Pipe Beam Pipe A53 Gr.B Typical 20 M32 N102 N106 Mount Pipe Beam Pipe A53 Gr.B Typical 21 M33 N103 N107 Mount Pipe Beam Pipe A53 Gr.B Typical 22 M34 N101 N105 Mount Pipe Beam Pipe A53 Gr.B Typical 23 M35 N100 N104 Mount Pipe Beam Pipe A53 Gr.B Tvpical 24 M36 N118 N122 Mount Pipe Beam Pipe A53 Gr.6 Typical 25 M37 N119 N123 Mount Pipe Beam Pipe A53 Gr.B Typical 26 M38 N117 N121 Mount Pipe Beam Pipe A53 Gr.B Typical 27 M39 N116 N120 Mount Pipe Beam Pipe A53 Gr.B Typical 28 M64 N132 N130 Pole Beam Pipe A53 Gr.B Typical 29 M7 N25 N26 RIGID None None RIGID Tvpical 30 M8 N27 N28 RIGID None None RIGID Typical 31 M9 N29 N30 RIGID None None RIGID Typical 32 M10 N31 N32 RIGID None None RIGID Typical 33 M11 N33 N34 RIGID None None RIGID Typical 34 M12 N35 N36 RIGID None None RIGID Typical 35 M13 N37 N38 RIGID None None RIGID Typical 36 M14 N39 N40 RIGID None None RIGID Typical 37 M15 N41 N42 RIGID None None RIGID Typical 38 M16 N43 N44 RIGID None None RIGID Typical 39 M17 N45 N46 RIGID None None RIGID Typical 40 M18 N47 N48 RIGID None None RIGID Typical 41 M40 N86 N87 RIGID None None RIGID Typical 42 M41 N88 N89 RIGID None None RIGID Typical 43 M42 N92 N93 RIGID None None RIGID Typical 44 M43 N90 N91 RIGID None None RIGID Typical 45 M44 N82 N83 RIGID None None RIGID Typical 46 M45 N84 N85 RIGID None None RIGID Typical 47 M46 N80 N81 RIGID None None RIGID Typical 48 M47 N78 N79 RIGID None None RIGID Tvpical RISA -3D Version 15.0.2 [T:\...\...\...\RISA 3D\SabrePlatform.Loaded w column.r3d] Page 4 Company : GPD bIRISA Designer : Clark, Trevor Job Number :2017723.04.74846.03 Model Name : 74846 TUKWILA May 4, 2017 12:20 PM Checked By: Member Primary Data (Continued) Label 1 Joint J Joint K Joint Rotate ion/ 49 M48 N75 N74 -1 RIGID None None RIGID Typical 50 M49 N77 N76 RIGID None None RIGID Typical 51 M50 N73 N72 RIGID None None RIGID Typical 52 M51 N71 N70 RIGID None None RIGID Typical 53 M58 N125 N131 RIGID None None RIGID Typical 54 M59 N131 N124 RIGID None None RIGID Typical 55 M60 N126 N131 RIGID None None RIGID Typical 56 M61 N12 N130 RIGID None None RIGID Typical 57 M62 N130 N6 RIGID None None RIGID Tvpical 58 M63 N23 N130 RIGID None None RIGID Typical 59 M4 N8 N9 Redundants Beam Tube A500 G.. Typical 60 M5 N14 N15 Redundants Beam Tube A500 G.. Typical 61 M6 N19 N20 Redundants Beam Tube A500 G.. Typical 62 M22 N57 N59 Redundants Beam Tube A500 G.. Typical 63 M23 N55 N53 Redundants Beam Tube A500 G.. Typical 64 M24 N63 N61 Redundants Beam Tube A500 G.. Typical 65 M65 N132 N135 RIGID None None RIGID Typical 66 M66 N133 N136 RIGID None None RIGID Typical 67 M67 N134 N137 RIGID None None RIGID Typical 68 M68 N139 N138 RIGID None None RIGID Typical 69 M69 N141 N140 90 Column Column RectangularConc30.. DR1 Basic Load Cases D 1 Dead DL -1 32 2 No Ice Wind 0 deg None 32 33 3 No Ice Wind 30 deg None 64 58 4 No Ice Wind 60 deg None 64 66 5 No Ice Wind 90 deg None 32 29 6 No Ice Wind 120 deg None 64 66 7 No Ice Wind 150 deg None 64 58 8 No Ice Wind 180 deg None 32 33 9 No Ice Wind 210 deg None 64 58 10 No Ice Wind 240 deg None 64 66 11 No Ice Wind 270 deg None 32 29 12 No Ice Wind 300 deg None 64 66 13 No Ice Wind 330 deg None 64 58 14 Ice Weight None 32 34 15 Ice Wind 0 deo None 32 33 16 Ice Wind 30 deg None 64 58 17 Ice Wind 60 deq None 64 66 18 Ice Wind 90 deg None 32 29 19 Ice Wind 120 deq None 64 66 20 Ice Wind 150 deg None 64 58 21 Ice Wind 180 deq None 32 33 22 Ice Wind 210 deg None 64 58 23 Ice Wind 240 deo None 64 66 24 Ice Wind 270 deg None 32 29 25 Ice Wind 300 deo None 64 66 26 Ice Wind 330 deg None 64 58 RISA -3D Version 15.0.2 [f:\...\...\...\RISA 3D\SabrePlatform.Loaded w column.r3d1 Page 5 Company : GPD bIRISA Designer : Clark, Trevor Job Number : 2017723.04.74846.03 Model Name : 74846 TUKWILA May 4, 2017 12:20 PM Checked By: Load Combinations Description S... P 1 Dead Only Yes Y 2 1 1 0 8 0 8 0 11 0 15 0 M26 0 -1991.855 0 8290.127 13 -3149.53 20 -11.859 2 1.2 Dead + 1.6 Wind @ .. Yes Y 2 1 1.2 2 1.6 0 0 0 9603.836 0 0 0 0 0 0 0 4 M52 min -8771.372 2 3 0.9 Dead + 1.6 Wind @ .. Yes Y 0 1 .9 2 1.6 0 5 0 max 0 14 0 37 0 20 0 4 1.2 Dead + 1.6 Wind @ .. Yes Y 3 1 1.2 3 1.6 0 0 0 0 0 0 5 0.9 Dead + 1.6 Wind @ .. Yes Y 1 .9 3 1.6 0 0 0 0 0 0 6 1.2 Dead + 1.6 Wind @ .. Yes Y 1 1.2 4 1.6 0 0 0 0 0 0 7 0.9 Dead +1.6Wind @..Yes Y 1 .9 4 1.6 0 0 0 0 0 0 8 1.2 Dead + 1.6 Wind @ .. Yes Y 1 1.2 5 1.6 0 0 0 0 0 0 9 0.9 Dead + 1.6 Wind @ .. Yes Y 1 .9 5 1.6 0 0 0 0 0 0 10 1.2 Dead + 1.6 Wind @ .. Yes Y 1 1.2 6 1.6 0 0 0 0 0 0 11 0.9 Dead + 1.6 Wind @ ..Yes Y 1 .9 6 1.6 0 0 0 0 0 0 12 1.2 Dead + 1.6 Wind @ .. Yes Y 1 1.2 7 1.6 0 0 0 0 0 0 13 0.9 Dead + 1.6 Wind @ .. Yes Y 1 .9 7 1.6 0 0 0 0 0 0 14 1.2 Dead +1.6Wind@..Yes Y 1 1.2 8 1.6 0 0 0 0 0 0 15 0.9 Dead + 1.6 Wind @ .. Yes Y 1 .9 8 1.6 0 0 0 0 0 0 16 1.2 Dead + 1.6 Wind @ .. Yes Y 1 1.2 9 1.6 0 0 0 0 0 0 17 0.9 Dead + 1.6 Wind @ .. Yes Y 1 .9 9 1.6 0 0 0 0 0 0 18 1.2 Dead + 1.6 Wind @ .. Yes Y 1 1.2 10 1.6 0 0 0 0 0 0 19 0.9 Dead + 1.6 Wind @ .. Yes Y 1 .9 10 1.6 0 0 0 0 0 0 20 1.2 Dead + 1.6 Wind @ .. Yes Y 1 1.2 11 1.6 0 0 0 0 0 0 21 0.9 Dead + 1.6 Wind @ .. Yes Y 1 .9 11 1.6 0 0 0 0 0 0 22 1.2 Dead + 1.6 Wind @ .. Yes Y 1 1.2 12 1.6 0 0 0 0 0 0 23 0.9 Dead + 1.6 Wind @ .. Yes Y 1 .9 12 1.6 0 0 0 0 0 0 24 1.2 Dead + 1.6 Wind @ .. Yes Y 1 1.2 13 1.6 0 0 0 0 0 0 25 0.9 Dead + 1.6 Wind @ .. Yes y 1 .9 13 1.6 0 0 0 0 0 0 26 1.0 Dead + 1.0 Ice Wind.. Yes Y 1 1 15 1 14 1 1 0 0 0 0 27 1.2 Dead + 1.0 Ice Wind..Yes Y 1 1.2 16 1 14 1 1 0 0 0 0 28 1.2 Dead + 1.0 Ice Wind.. Yes Y 1 1.2 17 1 14 1 1 0 0 0 0 29 1.2 Dead + 1.0 Ice Wind.. Yes Y 1 1.2 18 1 14 1 1 0 0 0 0 30 1.2 Dead + 1.0 Ice Wind.. Yes Y 1 1.2 19 1 14 1 1 0 0 0 0 31 1.2 Dead + 1.0 Ice Wind.. Yes Y 1 1.2 20 1 14 1 1 0 0 0 0 32 1.2 Dead + 1.0 Ice Wind.. Yes Y 1 1.2 21 1 14 1 1 0 0 0 0 33 1.2 Dead + 1.0 Ice Wind.. Yes Y 1 1.2 22 1 14 1 1 0 0 0 0 34 1.2 Dead + 1.0 Ice Wind..Yes Y 1 1.2 23 1 14 1 1 0 0 0 0 35 1.2 Dead + 1.0 Ice Wind.. Yes Y 1 1.2 24 1 14 1 1 0 0 0 0 36 1.2 Dead + 1.0 Ice Wind.. Yes Y 1 1.2 25 1 14 1 1 0 0 0 0 37 1.2 Dead + 1.0 Ice Wind.. Yes Y 1 1.2 26 1 14 1 1 0 0 0 0 Envelope Joint Reactions X Ilbl Y fibl Z flbl 1 N141 max 2750.547 2 13572.948 37 3159.927 8 11.905 8 8.297 11 1.419 15 2 M26 min -1991.855 15 8290.127 13 -3149.53 20 -11.859 20 -8.296 23 -1.869 2 3 N140 max 8012.692 15 0 1 9603.836 20 0 1 0 1 0 1 4 M52 min -8771.372 2 0 1-9614.234 3.... 8 0 1 0 1 0 1 5 Totals: max 6020.838 14 13572.948 37 6454.306 20 6 min -6020.828 3 8290.127 13 -6454.307 8 Envelope AISC 14th(360-10): LRFD Steel Code Checks Member Sha peCode Check Locfftl LC Shear Ch. Lo. Dir LC phi*Pn phi*Pnt r phi* * M phi 1 M25 HSS6x3x4 .202 3.645 14 .109 3.... z 12 137387...158976 15.215 24.806 ...H1-.. 2 M26 HSS6x3x4 .214 3.645 6 .113 3.... z 4 137387...1 5 8976 15.215 24.806 ...H1-.. 3 M27 HSS6x3x4 .203 3.645 22 .120 3.... z 20 137387...158976 15.215 24.806 ...H1-.. 4 M52 PL 4 3/8x3/8 .431 0 7 .143 3.... y 16 2513.5...51679.6... .404 4.71 ... H1-.. RISA -3D Version 15.0.2 [T:\...\...\...\RISA 3D\SabrePlatform.Loaded w column.r3d] Page 6 bIRISA Company : GPD Designer : Clark, Trevor Job Number : 2017723.04.74846.03 Model Name : 74846 TUKWILA May 4, 2017 12:20 PM Checked By: Envelope RISC 14th(360-10): LRFD Steel Code Checks (Continued) Member Shape Code Check Locfftl LC Shear Ch„ Lo.. Dir LC nhi*Pn phi*Pnt f phi*M ohi* 5 M53 PL 4 3/8x3/8 .423 3.464 8 .162 0 y 8 2513.5...51679.6... .404 4.71 ...H1-.. 6 M54 PL 4 3/8x3/8 .409 3.464 13 .149 3.... y 24 2513.5...51679.6... .404 4.71 ...H1-.. 7 M19 PIPE 1.5 .708 .521 4 .155 7.... 6 2941.88 23593.5 1.105 1.105 ...H1-.. 8 M20 PIPE 1.5 .704 .521 20 .151 7.••• 20 2941.88 23593.5 1.105 1.105 ...H1-.. 9 M21 PIPE 1.5 .598 11.979 12 .134 4.... 12 2941.88 23593.5 1.105 1.105 ...H1-.. 10 M1 HSS3x3x3 .212 10.677 14 .159 7.... z 6 24699.... 78246 6.796 6.796 ...H1-.. 11 M2 HSS3x3x3 .226 10.677 6 .147 7.... z 22 24699.... 78246 6.796 6.796 ...H1-.. 12 M3 HSS3x3x3 .224 10.677 6 .143 7.... z 2 24699.... 78246 6.796 6.796 ...H1-.. 13 M55 LL2x2x4x3 .175 0 6 .007 0 y 24 40730.... 61236 3.594 2.114 1 H1-.. 14 M56 LL2x2x4x3 .167 0 22 .007 4.... y 18 40730.... 61236 3.594 2.114 1 H1-.. 15 M57 LL2x2x4x3 .166 0 14 .007 0 y 8 40730.... 61236 3.594 2.114 1 H1-.. 16 M28 PIPE 2.0 .382 1 8 .082 4.5 24 14916.... 32130 1.872 1.872 ...H1-.. 17 M29 PIPE 2.0 .778 1 20 .132 1 20 14916.... 32130 1.872 1.872 ...H1-.. 18 M30 PIPE 2.0 .737 1 8 .133 1 6 14916.... 32130 1.872 1.872 ...H1-.. 19 M31 PIPE 2.0 .446 4.5 10 .081 4.5 6 14916.... 32130 1.872 1.872 ...H1-.. 20 M32 PIPE 2.0 .376 4.5 20 .084 1 6 14916.... 32130 1.872 1.872 ...H1-.. 21 M33 PIPE 2.0 .736 1 4 .142 1 6 14916.... 32130 1.872 1.872 ...H1-.. 22 M34 PIPE 2.0 .736 1 18 .121 1 14 14916.... 32130 1.872 1.872 ...H1-.. 23 M35 PIPE 2.0 .449 4.5 8 .078 4.5 14 14916.••• 32130 1.872 1.872 ...H1-.. 24 M36 PIPE 2.0 .379 4.5 4 .075 1 16 14916.... 32130 1.872 1.872 ...H1-.. 25 M37 PIPE 2.0 .686 1 8 .128 1 14 14916.... 32130 1.872 1.872 ...H1-.. 26 M38 PIPE 2.0 .667 1 2 .116 1 24 14916.... 32130 1.872 1.872 ...H1-.. 27 M39 PIPE 2.0 .463 4.5 16 .093 4.5 20 14916.... 32130 1.872 1.872 ...H1-.. 28 M64 PIPE 12.0 .473 8.337 6 .101 13.. 6 389385...431550140.963140.963...H1-.. 29 M4 HSS3x3x3 .187 3.175 8 .079 3.... v 2 57956.... 78246 6.796 6.796 ...H1-.. 30 M5 HSS3x3x3 .183 3.175 20 .081 3.... y 18 57956.... 78246 6.796 6.796 ...H1-.. 31 M6 HSS3x3x3 .176 3.175 16 .074 3.... v 8 57956.... 78246 6.796 6.796 ...H1-.. 32 M22 HSS3x3x3 .395 1.407 14 .105 1.••• z 6 73766.... 78246 6.796 6.796 ...H1-.. 33 M23 HSS3x3x3 .422 1.407 6 .104 .557 z 20 73766.... 78246 6.796 6.796 ...H1-.. 34 M24 HSS3x3x3 .417 1.407 20 .104 1.... y 20 73766.... 78246 6.796 6.796 ...H1-.. RISA -3D Version 15.0.2 [T:\...\...\...\RISA 3D\SabrePlatform.Loaded w column.r3d] Page 7 4. GPD Clark, Trevor 2017723.04.74846.03 74846 TUKWILA SK -2 May 4, 2017 at 12:22 PM SabrePlatform.Loaded w column.r3d AI GPD Clark, Trevor 2017723.04.74846.03 74846 TUKWILA SK -3 May 4, 2017 at 12:23 PM SabrePlatfomi.Loaded w column.r3d GPD Clark, Trevor 2017723.04.74846.03 74846 TUKWILA SK -4 May 4, 2017 at 12:24 PM SabrePlatform.Loaded w column.r3d 76 ft Rooftop - Structural Evaluation AT&T USID: 74845 APPENDIX D Modification Drawings 5/4/2017 3SV31.311 TUN 311.0 STRUCTURAL INFORMATION: 2017723.04.74846.02 D #: 74846 CODE COMPLIANCE: 2z (0I -I- D 00 /\ CO en in \\\k WIND SPEEDS: ICE THICKNESS: 0) Q 23m3111� 986_9_« am_ _N30 _a_« vi mini . 1 ' `4E ' \5§� < Z <\ q§($ w/§m d | / m | ) STRUCTURAL STEEL NOTES GENERAL NOTES CONTINUED GENERAL NOTES V1 d vw ti atog u,kgg P Ti �o i gg i O:FS mj z U H fip�z �w zs ul r o �U Qy 0O QQrc a! U < a5��ZQ S� 2 - Z O.LWg i!5! rc= i , ZO �O oz„, i!5! aOWa Zo iT r0 ? Q <55< k,?, � ko� rcw � z a ai-F �m m a zr rc Wwo= oioai " w po as a o oa ¢razor i?<- " " - - o g8y 15 RFRF5 wo 0? aaaaaaEp 5 �a gazm w wz wmz m wok u ��w Wurc i HS Qo r/� KZ FSNy4 m2 as °m1z31 �p a� oyww oawrNo �oom� ou mmkaoz5.. - fuwWfnN�Fnrcw i"p„z�a_aawZa 6-44 °Fooww ,9 5�i S31ON 133fONd 881.96 VM'Vl WJlfll AVM)RlVd 8131N3OH1f1OS 00991. diNn)1n1 ALLOWABLE ANGLE COPE i2 WEg y� wg BOLT SCHEDULE e a m iO C d a : ¢a 6 a uem'Ni NOLLdOtl3530 31V0 1 u,kgg P Ti �o i gg i O:FS mj z U H fip�z �w zs ul r o �U Qy 0O QQrc a! U < a5��ZQ S� 2 - Z O.LWg i!5! rc= i , ZO �O oz„, i!5! aOWa Zo iT r0 ? Q <55< k,?, � ko� rcw � z a ai-F �m m a zr rc Wwo= oioai " w po as a o oa ¢razor i?<- " " - - o g8y 15 RFRF5 wo 0? aaaaaaEp 5 �a gazm w wz wmz m wok u ��w Wurc i HS Qo r/� KZ FSNy4 m2 as °m1z31 �p a� oyww oawrNo �oom� ou mmkaoz5.. - fuwWfnN�Fnrcw i"p„z�a_aawZa 6-44 °Fooww ,9 5�i S31ON 133fONd 881.96 VM'Vl WJlfll AVM)RlVd 8131N3OH1f1OS 00991. diNn)1n1 ALLOWABLE ANGLE COPE i2 WEg y� wg BOLT SCHEDULE e a m iO C d a : ¢a 6 a WORKABLE GAGES °s y40 W J 0 W 2 0 Z 0 0 0 0 2 8 9 <r' al r5� 0 ab 311103HOS NOLLYJIA10O1,1 33S 311143HOS NOIIVOIJIaOW '8 NOI1VA313 owning 991436 VM ',2-ummi AVMNLIVd d31N3OH1f1OS 00991 `d1minl BUILDING ELEVATION a NG 0 NOLL31N3S30mum IVa ABH W J 0 W 2 0 Z 0 0 0 0 2 8 9 <r' al r5� 0 ab 311103HOS NOLLYJIA10O1,1 33S 311143HOS NOIIVOIJIaOW '8 NOI1VA313 owning 991436 VM ',2-ummi AVMNLIVd d31N3OH1f1OS 00991 `d1minl BUILDING ELEVATION a Cf 2 NOLLdIHOS30 97XOIM ID 31f1a3HOS NOIiVOIII0001 8 NOI1VA313 ONlallfl8 99196 VM'V1IMWll AVM)l Vd 2131N3OH1f1OS 00591 V1LMNfll 1 ElnIM CIN3M At- 9ZXOIM '03 '03 (3 z_ LL LL 2 0 LL SCALE: 3/16" = 1'-0" ROOFTOP PLAN HJ UON s isi 01 C 16 0 irc 6,2 SN01103S'8 SlIV130 NOIlVO131001/11 88 L86 VM Y1IMWIl AVM)ldVd 831N3OH1flOS 0099E `d1IMolnl z 0 W z 0 0 W 9 4B NOLJdIUDS30 380'/321 0 irc 6,2 SN01103S'8 SlIV130 NOIlVO131001/11 88 L86 VM Y1IMWIl AVM)ldVd 831N3OH1flOS 0099E `d1IMolnl z 0 W z 0 0 W 9 4B o EXISTING STEEL GRATING SIN/01103S @I1¥ iv No wa v _a_y_ni 00991. gkNm ( ( gui /) 3.3138 NUN BIM o NOLIAMOS2C1 3.1200 Ma EXISTING STEEL GRATING SIN/01103S @I1¥ iv No wa v _a_y_ni 00991. gkNm ( ( gui /) EL (CONTINUED) • ❑ coxrxuous ® boo P1.alloE WITH THE DETAILS SHOWN TNE CCWSTRUCTON DOCUMENTS. SUCH AS BRACES. STIFFENERS. MEMBER LCCATIONS. ANC PROPER APPLICATION OF JOINT OETAILS AT EACH PYgB°€w� a€LLop . fig b��2W. e 23 0 STRUCTURAL STEISCCAIEW ACCEPTANCE ORREJECTION OF 1301,13CONNECTIONSSTRUCTURAL STEEL DETAILS 69 3 m a L b 5 "��a L� prA o G E E °s,= p'�ai $Bptia 5.1 sd g' io .. §' 0 23 8 8 23230 8 LI/05 0 NOLLdILO530'�TMLM 31V0 Mil EL (CONTINUED) • ❑ coxrxuous ® boo P1.alloE WITH THE DETAILS SHOWN TNE CCWSTRUCTON DOCUMENTS. SUCH AS BRACES. STIFFENERS. MEMBER LCCATIONS. ANC PROPER APPLICATION OF JOINT OETAILS AT EACH PYgB°€w� a€LLop . fig b��2W. e 23 0 STRUCTURAL STEISCCAIEW ACCEPTANCE ORREJECTION OF 1301,13CONNECTIONSSTRUCTURAL STEEL DETAILS 69 4 b 0 N mm m 0 0 U LL g§g Yg 00 00 a g 82 g 00 d 1SI1)103110 NOI103dSNI 1V103dS 9e8es VM 'VINANnl AVM)1 Vd 8131N3OH1f1OS 00698 V1IMNnl EL (IBC 1705.2.1, 1705.11.1, & 1705.12.2) • M,w ❑ o W - to . S 2 o mew - L Ko'" o A A5 b a V ■ 8 d o _ g A c 1 L� SC 6a a . a 8 y v5 9Y L !O 6$h sw € r2 30- 0 is 86 ;ow aaoitls ;VLowe �0GgG €< 3 4Wg Og 3 m a L b 5 "��a L� prA o G E E °s,= p'�ai $Bptia 5.1 sd g' io .. §' 0 23 8 8 23230 8 2300230 6° 8 8 A 0 8 00000000 8' 6 6 S A 0 6 8 000 6 1111 00000 666 00000 8666 UM 1 ❑ 6886666 1`1`161611 ❑ 0 0 0 0 0 0 0 1 0 i 86 sal 000 STRUCTURAL STE ES MPs) 3 '4 8 9 8 m :; dg $ d- . o . 8 , _ : i B 9 9 . wLt 3 ° 3 d ix E e 8 MODIFICATION INSPECTION NOTES: CANCELLATION OR DELAYS GENERAL NOTES MVO ) z. IS1N2Ho NO 1Ql kmI NO LV3IIO _a m' me _nwaN3o _a m_ gkNn STANDARD MODIFICATION DOCUMENTATION REQUIREMENTS STAMPED REPORT REQUIRED } WELDING REQUIREMENTS: FABRICATION & ONSITE STAMPED REPORT REQUIRED 888 | _ ANCHOR ROD REQUIREMENTS \ L -ENGINEER II ENGINEER ENGINEER § § • NOT -ALL FULL PEN OR WELDS >SNB- • VISUAL INSPECTION IN ACCORDANCE WITH ANSI/AWS 01.1 • FABRICATOR CERTIFIED WELD INSPECTION • ELECTRODE VERIFICATION ONSITE PHOTO OP ELECTRODE STRENGTH 1 . 9 §■ 5' E6 §j W§ § § • SHOP DRAWINGS • MATERIAL TEST REPORT (ALL MODIFICATION MATERIALS) 2 )( • PRE -CONSTRUCTION PHOTOS (COMPOUND, ACCESS DRIVE, ROAD ENTRANCE. STRUCTURE) • DURING CONSTRUCTION • POST CONSTRUCTION , § §0 §\ (/ i§ • GC AS EUILT DRAWINGS • UEN RELEASE (GPI) SERVICES ONLY) § § § 2 / i §E ;§ §E E ',• HOLE CLEANOUT PHOTO -ONSITE PHOTOS OF CLEANOUT PROCESS 'i• EPDXY VERIFICATION -ONSITE PHOTO CP EPDXY LABEL • EPDXY PACKING SUP • ANCHOR ROD PULL TEST: •BY SRD PARTY • BV CONTRACTOR PU SRD PARTY INSPECTOR §|...ƒ .. ... §§, .... ||.... 6 )/....\,. |l....:. \ . ||.. 22 / ....... ,■...., 82 |§...... §6.. . ...... RECOMMENDATIONS / QERMIT COORD COPY 0 PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D17-0160 DATE: 06/14/17 PROJECT NAME: NEW CINGULAR WIRELESS SITE ADDRESS: 16500 SOUTHCENTER PKWY Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Deferred Submittal # after Permit Issued DEPARTMENTS: kw Building gvision Ptiti ml01 Public Works �h Fire Prevention Structural Planning Division Permit Coordinator ❑ PRELIMINARY REVIEW: Not Applicable ri (no approval/review required) DATE: 06/15/17 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 07/13/17 Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping ❑ PW 0 Staff Initials: 12/IR/2013 MASTEC NETWORK SOLUTIOnINC Home Espanol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & industries Search L&I Page 1 of 2 A -Z Index Help My l &1 Workplace Rights Trades & Licensing MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT ERNEST, PRESIDENT DE CARDENAS, ALBERTO IGNACIO, VICE PRESIDENT Pita, George Louis, TREASURER CORPORATE CREATIONS NETWORK, AGENT CAMPBELL, CHARLES ROBERT, VICE PRESIDENT (End: 05/14/2015) Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 806 S Douglas Rd, 11th Floor Attn: Amarilis Cedeno CORAL GABLES, FL 33134 866-545-1782 Business type Corporation Governing persons ALBERTO DE CARDENAS GEORGE PITA; GEORGE L PITA; ROBERT APPLE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. MASTENS876KN Effective — expiration 05/14/2013— 05/14/2019 Bond Travelers Cas and Surety Co of America Bond account no. 105848234 $12,000.00 Received by L&I Effective date 05/14/2013 04/2612013 Expiration date Until Canceled Insurance Ace American Insurance Company $1,750,000.00 Policy no. XSLG2785283A Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 6/30/2017 MASTEC NETWORK SOLUTIONC Received by L&I Effective date 09/06/2016 09/15/2016 Expiration date 09/15/2017 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts 0 No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID Account is closed. 011,664-04 Doing business as MASTEC NETWORK SOLUTIONS INC Estimated workers reported N/A L&I account contact TO / JAMES VEST (360)902-4715 - Email: VESJ235@Ini.wa.gov 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 05/30/2017 Inspection no. 317945101 Location 22263 68th Ave S Kent, WA 98032-1914 Inspection results date 04/27/2016 Inspection no. 317940066 Location 18315 9th St E. Sumner, WA 98390 No violations 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=603235974&LIC=MASTENS876KN&SAW= 6/30/2017