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Home My WebLink AboutPermit D18-0158 - VERIZON WIRELESS - WIRELESS FACILITYVERIZON WIRELESS 5301 SOUTHCENTER BLVD D18-0158 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: httD://www.TukwilaWA.Rov DEVELOPMENT PERMIT 1157200140 5301 SOUTHCENTER BLVD Project Name: VERIZON WIRELESS Permit Number: D18-0158 Issue Date: 3/21/2019 Permit Expires On: 9/17/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: PK PROPERTIES LLC PO BOX 571, BLACK DIAMOND, WA, 98010 AILEEN ZAVALES 17311 135 AVE NE - SUITE A100 , WOODINVILLE, WA, 98072 Phone: (425) 877-1871 EAGLE COMMERCIAL SERVICES INC Phone: (253) 858-9611 1026 26TH AVE NW STE C, GIG HARBOR, WA, 98335 EAGLECS88206 Expiration Date: VERIZON WIRELESS 1505 WESTLAKE AVE N SUITE 800 , SEATTLE, WA, 98109 DESCRIPTION OF WORK: VERIZON WIRELESS PROPOSES TO INSTALL A WIRELESS FACILITY: REUSE 1 EXISTING POWER METER (ABANDONED BY PREVIOUS CARRIER), REUSE 1 EXISTING AC POWER PANEL (ALSO ABANDONED), ADD ONE 18'-2" X 20'-2" SCREEN WALL, ADD 2 EQUIPMENT CABINETS WITHIN SCREENED ENCLOSURE, ADD 2 SCREEN WALL MOUNTED CABINETS, ADD 4 PANEL ANTENNAS WITHIN SCREENED ENCLOSURE, ADD 2 PANEL ANTENNAS FLUSH MOUNTED TO EXISTING PENTHOUSE, ADD 9 RRU'S NEAR ANTENNAS PER PLAN, ADD 1 GPS ANTENNA, ADD 3 OUTDOOR RAYCAP SPLITTER/SURGE SUPPRESSORS AT ANTENNAS, ADD 3 RACK MOUNTED RAYCAP SPLITTER/SURGE SUPPRESSORS TO PROPOSED CABINET, AND ADD 3 HYBRID CABLES PER PLAN. Project Valuation: $230,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $4,677.93 Occupancy per IBC: U 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 Numbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signa Volumes: Cut: 0 Fill: 0 Number: 0 Date: 3/0\ I �� 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 •, d :gree to the conditions attached to this permit. Signat Print Name: r /114 Date: '-e:•Z(— /! This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. F CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TulcwilaWA.gov Building Permit No. Project No. Date Application Accepted: Date Application Expires: For of ]ce use onl 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: 5301 Southcenter Blvd Tenant Name: Verizon Wireless LLC PROPERTY OWNER Name: Aileen Zavales, Lynx Consulting, Inc Name: PK Properties LLC City: Woodinville State: WA Zip: 98072 Address: 5301 Southcenter Blvd Email: Azavales@lynxconsulting.org City: Tukwila State: WA Zip: 98188 CONTACT PERSON — person receiving all project communication Name: Aileen Zavales, Lynx Consulting, Inc Address: 17311 135th Ave NE, A100 City: Woodinville State: WA Zip: 98072 Phone: (425) 877-1871 Fax: Email: Azavales@lynxconsulting.org GENERAL CONTRACTOR INFORMATION Company Name: TBD after permit review Address: Company Name: Engineer Name: Bert White, P.E. ` City: State: City: Woodinville State: WA Zip: Phone: Fax: City: State: Contr Reg No.: Phone: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On L ne\2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh King Co Assessor's Tax No.: 1157200140 Suite Number: Floor: ROOFTOP New Tenant: IX Yes ❑ ..No ARCHITECT OF RECORD Name: Company Name: Lynx Consulting, Inc. Company Name: Engineer Name: Bert White, P.E. ` Architect Name: City: Woodinville State: WA Address: Phone: (425) 877-1871 Fax: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Name: Company Name: Lynx Consulting, Inc. City: State: Zip: Engineer Name: Bert White, P.E. Address: 17311 135th Ave NE, A100 City: Woodinville State: WA Zip: 98072 Phone: (425) 877-1871 Fax: Email: Bwhite@lynxconsulting.org LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATIOIQ— 206-431-3670 Valuation of Project (contractor's bid price): $ 23(1 t [J V Describe the scope of work (please provide detailed information): Existing Building Valuation: $ Verizon Wireless proposes to install a wireless facility: Resude 1 existing power meter (abandoned by previous carrier); reuse 1 existing AC power panel (also abandoned) ; add one 18'02" x 20'2" screen wall; add 2 equiment cabinets within screened enclosure; add 2 screen wall mounted cabinets; add 4 panel antennas within screened enclosure; add 2 panel antennas flush mounted to existing penthouse; add 9 RRUs near antennas per plan, add 1 GPS antenna; add 3 outdoor raycap splitter/surge suppressors at antennas; add 3 rack -mounted raycap splitter/surge suppressors to proposed cabinet; and add 3 hybrid cables per plan Will there be new rack storage? 0 Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below wrrel�ss t rrc 't Fnail .-€*1$4(--}coo ,ri rGr/l PjaI�fn Addition td 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? 0 Yes 21 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplications\Forms-Applications On Line \ 2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1st Floor 2nd Floor 3rd Floor 4,450 0 4,450 C U 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? 0 Yes 21 No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: ❑ Sprinklers 0 Automatic Fire Alarm 0 None 0 Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 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 ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:Upplications\Forms-Applications On Line \ 2011 Applications\Pennit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INF S • TION — 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 0 ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑ ...Valley View ❑ .. Renton ❑ ... Sewer Availability Provided ❑ .. 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") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way 0 ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ...Traffic Impact Analysis O ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer ❑ .. Abandon Septic Tank ❑ ...Cap or Remove Utilities ❑ .. Curb Cut ❑ ...Frontage Improvements ❑ .. Pavement Cut ❑ ...Traffic Control ❑ .. Looped Fire Line ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Permanent Water Meter Size... " WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public 0 Private 0 ❑ ...Water Main Extension Public 0 Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) 0 ...Water 0 ...Sewer ❑ ...Sewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: City State Zip Day Telephone: City State Zip H:\Applicationa\Fo,ms-Applications On Line N.2011 Applicatbac\Pamit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OVVNMt OR AUTHOMZED AGENT: ,sehL /, Signature: (r�1,1,1,V%(,�•J / �'�l'Ch 'V,#cs See separate LOA and HH - permit submitted by AL Print Name: Mailing Address: 17311 135th Ave NE,A100, i Date: 5-1- .' Day Telephone: (425) 877-1871 Woodinville WA 98072 City H:Upplications\Forms-Applications On Line \ 2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $4,677.93 D18-0158 Address: 5301 SOUTHCENTER BLVD Apn: 1157200140 $4,677.93 Credit Card Fee $136,25 Credit Card Fee R000.369.908.00.00 0.00 $136.25 DEVELOPMENT $4,408.23 PERMIT FEE R000.322.100.00.00 0.00 $2,668.93 PLAN CHECK FEE R000.345.830.00.00 0.00 $1,734.80 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $133.45 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R14534 R000.322.900.04.00 0.00 $133.45 $4,677.93 Date Paid: Monday, May 21, 2018 Paid By: AILEEN ZAVALES Pay Method: CREDIT CARD 08246G Printed: Monday, May 21, 2018 2:09 PM 1 of 1 CINVSYSTEMS INSPECTION NO. INSPECTION RECORD Retain a copy with permit £:w-ois' PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3 0 Permit Inspection Request Line (206) 438-9350 Proj ct: t �ei✓✓17. %11 /Avd5 �fTpl.nsp e%n: FL -1t�I Address: atailed: Special Instructions: Date Wanted: .w z9'_ 740/7 Requester: i Phone Ngo:? -6/q 57 + ?Sz3 Epproved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector:Ca..-- i jgata Date: 7...2 - *-1 I I REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit N13 oto. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project;vie/2 jzaiType ofV/ Ls) rJ4 r.le G - Address: �%/ �/ JTitirbZ rin _ i L Date Called: ` Special Instructions: Date Wanted: p c...: lf.l/1 Requester: G 6e— Phone No: 04-3 TR5- eta ElApproved per applicable codes. red prior to approval. jr/��l.A'lr 111111 � int-v-kti,c.'1-19✓ Ives uvra.%lc � /01° - ®4S &e. lam,/I ,fie Esc aJe. Inspector: Date: r e...2 a!9 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. _ '..--.1 CUENT: Verizon si ..�...�...-.��...--- REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division i NOTE: I- c:Jisions will require a new pan submittal and may include additional plan review fees. FILE COPY Permit leo. b'e O's IMPLEMENTATION TEAM/CLIENT: L Llr.41( N >( Plan review approval is subject to errors and omissi ons. ve r zon Approval of construction documents does PLANNING APPROVED • No changes can be made. to these plans without approval from Planning Division of OCD the violation of any adopt- Of approved Fi : : .: pP • ate.�f PROJECT NAME: SEA HUBBELL nci autr�orize code or ordinance. ReceiptDO d conditions is acknowledged: ....... _ _ -- _t2 NOT SCALE V TONS CONTRACTOR OR ANTS OF ANY DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR RKLL SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN SPECIFICATIONS REMAIN PROPERTY OF L AND YNX CONSULTING. INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. $' / �o ��p,ND WAS A. ' °F Hj 4,Date: y mir Approved By: vi,. 1‘,..�� .4 PROJECT LOCATION: 5301 SOUTHCENTER BLVD City of Tukwila TUKWILA, WA 98188 BUILDING DIVISION VICINITY MAP PROJECT INFORMATION LIST OF DRAWINGS 51134 ww `� �PFCI STERti9 CC'S 'tkGi s 1 QN ti AL 2 JURISDICTION: CITY OF TUKWILA LATITUDE SHEET DESCRIPTION 0Fostet0,44.banmca,is O SeatB•Classic _ He-. K Ha m .co L,A0 Ser.�ce Johns.. ;seur0 A.m.., s,5,..3 _ P.n s 15,4 ,l - s>na SI O Ld1 2001Q Snug 40.Ii 501id Y=�Nrt Scca' 20 FETE -;J-. - Z 0 9_ O Conduotioaxr zv"'"1A1 d 0 o- Q n.,..r< fa.n.,TM, S. .dYgIDAD3nrmntsQ Lan$u+,5eCrr.Ily ;a.;,ti l„1i,,,;,,w,�,� T.-ak v,a (CPS): 47°27'52.92'N ZONING CLASS: RCM 47.464700 (REGIONAL COMMERCIAL MIXED USE) LONGITUDE (GPS): I2716'02.93"W PARCEL NUMBER: 115720-0140 1222.267481' TRS: SEC 23, TWN 23N, RNG 4E GROUND ELEVATION: 60.0' AMSL PARCEL SIZE: 0.55 ACRES STRUCTURE HEIGHT: 44'-4' (TOP OF PENTHOUSE) HIGHEST APPURTENANCE: 43'-0' (TOP OF SCREEN WALL) T-1 COVER SHEET N-1 GENERAL NOTES SV -1 SITE SURVEY C-1 PROPOSED SITE PLAN A-1 EXISTING ROOF PLAN A-2 PROPOSED ROOF PLAN A-3 EXISTING AND PROPOSED ELEVATIONS TIONS REV DATE DESCRIPTION - - - - - - •-a'x [...a.* _© of . . ' A-4 CONSTRUCTION DETAILS A-5 CONSTRUCTION REVIEWED — — — :m II, 511.4 0 ;,0 0 l ,S IT.S a APGnI' s S E ;” .," ,' SCOPE OF WORK DETAILS RF -1 PROPOSED ANTENNA CONFIGURATION RF -2 PROPOSED IT DIAGRAM FOR CODE COMPLIANCE �nS s�rttr, t`" bleu s..�l .•�ScuB.exmciQ e - • e _ F.1axN, 10,,,s AM.. • T'=•t ° ��y-ual�: 4it..,�a r >n„ a . v @ : ' vle 6 - ' VERIZON WIRELESS PROPOSES TO INSTALL A WIRELESS FACIUT1 WITH THE FOLLOWING SCOPE OF WORK: • REUSE (1)EXISTING POWER METER ABANDONED BY PREVIOUS CARRIER)S1.1 • REUSE (1EXISING AC POWER PANEL (ABANDONED BY PREVIOUS CARIER) ADD 1 GEN PLUG • ADD 1 18'-2"x20'-2' SCREEN WALL •• ADD 2 EQUIPMENT CABINETS WITHIN SCREENED ENCLOSURE •• ADD 2 SCREEN WALL MOUNTED CABINETS • ADD 4 PANEL ANTENNAS WITHIN SCREENEDOENCLOSURE • ADD 2 PANEL ANTENNAS FLUSH MOUNTED TO EXISTING PENTHOUSE • ADD 3 PCS/AWS RRU'S (RRUS8843 B2/B66) NEAR ANTENNAS •• ADD 3 700 RRU'S (RRUS22212 813) NEAR ANTENNAS ADD 3 850 RRU'S (RRUS22212 85) NEAR ANTENNAS • ADD 1 GPS ANTENNA • ADD 3 OUTDOOR 6 -PORT RAYCAP SPUTTER/SURGE SUPPRESSORS AT ANTENNAS • ADD 3 RACK MOUNTED 6 -PORT RAYCAP SPUTTER/SURGE SUPPRESSORS TO PROPOSED CABINET • ADD 3 6x12 HYBRID CABLES S1.0 GENERAL STRUCTURAL NOTES GENERAL STRUCTURAL NOTES 52.0 PROPOSED ROOF PLAN S2.1 PLANS S3.0 ELEVATIONS S4.0 DETAILS S5.0 DETAILS E-1 PROPOSED UTILITY PLAN E-2 UTILITY NOTES AND DETAILS E-3 PROPOSED GROUNDING PLAN E-4 APPROVED NOV 2 7 2018 �� At City of Tukwila BUILDING DIVISION - - - - - - - - - 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 r; Ca--^,' - GROUNDING NOTES AND DETAILS E-5 GROUNDING DETAILS s fy a • ' - LEGAL DESCRIPTION CODE COMPLIANCE ILri BROOKVALE GARDEN TRS POR 4 -,,,Ick g 0 C. * - 0, W OF LN 1099.58 FT E OF W LN OF SW 1/4 SEC 23-23-4 LESS ST HWYS OPLAT LOT:14 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES A5 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 WITH THE FOLLOWING REFERENCE CODE: SHEET TRLE: COVER SHEET DRIVING D I R E CT..1O.NS---- , CONTACTS 2015 INTERMTIONAL BUILDING CODE (16C) 2015 INTERNATIONAL MECH AN CAL COOE (IMC) I. (FROM BELLEWE L_s WA) f' e. c. T 1 l_ -.L-...1 t.<11 2015 INTERHMT omAL FIRE CODE (IFC) • HEADING WEST ON 1-90 W. USE THE RIGHT TWO LANES TO TAKE IXRI10 • KEEPING LEFT AT THE FORK. MERGE ONTO 1-405 S. 11'--y 1 r FO$.J,p1T ASZATEL 405..SJf0WARD• REMON. PK PROPERTIES LLC SHIRLEY VANGEN 5301 SOUTHCENTER BLVD VERIZON WIRELESS (VAW) LLC TUKWILA, WA 98188 (d/b/a VERIZON 2017 NATIONAL ELECTRIC ooDE (NEPA 70) - �• (REVISION G) • TAKE THE SOUTHCENTER BLVD EXIT. • KEEP LEFT AT THE FORK TO CONTINUE TOWARD SOUTHCENTER BLVD. • TURN LEFT ONTO SOUTHCENTER BLVD. y� ww, � M.:,,Ctlanical HV 3245 158TH AVSE, MS 231 AVEWIEE MS BELLEVUE, WA 98009 PHONE: (425) 603-2824 APPROVALS • TURN LEFT ONTO 53RD AVE S. • SffE IS ON ROOFTOP OF BUILDING ON THE LEFT. � i.:ctncal FIIOFF�cleMu OF RECON TITLE SIGNATURE DATE � C lumbing �� . BERT WHITE JULEI CAMPOS AILEEN ZAVALES LYNX CONSULTING. INC LYNX CONSULTING, INC LYNX CONSULTING, INC 17311 135TH AVE NE. SUITE A-100 REPRESENTATIVE PROJECT NUMBER: DAIS 5/16/18 JGasPiping 17311 135TH AVE NE, SUITE A-100 17311 135TH AVE NE, SUITE A-100 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 WOODINVILLE, WA 98072 PHONE: (253) 230-2335 PHONE: (206) 388-7611 PHONE: (206) 972-1368 bwhiteOlynxconsulting.org RF ENGINEER DRAFTER: BEW PROFESSIONAL OF RECORD BEW Ciy of Tukwila jcamposelynxconsulting.org azavaleselynxconsulting.org PROPERTY OWNER REVISION N0: 1 SHEET N0: T-1 El. lil_n ^'IL DIVISION GENERAL NOTES CONCRETE NOTES CDENT: 1. THESE DOCUMENTS ARE FOR THE DESIGN OF AN UNMANNED TELECOMMUNICATIONS FACILITY. THE FACIUTY SHALL BE 21. USED CIL FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE COFT PROCESS PUBUCE CELLULAR SERVICE. THE FACILITY WILL NOT BE OPEN TO THE PUBLIC AND SHALL HAVE RESTRICTED ACCESS TO THE WIRELESS CARRIER'S PERSONNEL AND SERVICE EQUIPMENT. 22. 2. THE WIRELESS CARRIER CERTIFIES THAT THIS TELECOMMUNICATIONS FACILITY WILL BE SERVICED ONLY BY THE CARRIER'S 23. EMPLOYEES AND THEIR SUB -CONTRACTORS. FOR INSPECTION AND REPAIR PURPOSES ONLY. - FREE 3. ON AVERAGE THE WIRELESS CARRIER'S EMPLOYEES OR SUB -CONTRACTORS (TYPICALLY ONE PERSON) WILL VISIT THE 24. WIRELESS FACIUTY TWO TIMES PER MONTH FOR A DURATION OF APPROXIMATELY ONE HOUR. 4. THIS FACILITY IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO ADA ACCESS IS REQUIRED). THE 5. THIS FACILITY WILL CONSUME NO UNRECOVERABLE ENERGY. 25. THE DAMAGES 6. NO POTABLE WATER SUPPLY IS TO BE PROVIDED TO THIS FACILITY. BUILDING QUALITY 7. NO WASTE WATER WILL BE GENERATED FROM THIS FACILITY. THE 8. NO SOLID WASTE WILL BE GENERATED FROM THIS FACILITY. 26. THE OTHERS. 9. WORK SHALL COMPLY WITH ALL APPLICABLE STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. ALL CONDMONS ALL ITEMS NOT LIS ILU AS 'EXISTING" OR 'PROVIDED BY OTHERS' ARE TO BE SUPPUED AND INSTALLED BY THE CONTRACTOR. ALL MATERIALS FURNISHED UNDER THIS CONTRACT SHALL BE NEW. UNLESS OTHERWISE NOTED. WHERE EXISTING MATERIALS ARE RE -USED, THE CONTRACTOR SHALL ENSURE THAT ALL OF THE EXISTING MATERIALS ARE FROM DEFECTS OR HAVE BEEN REPAIRED TO UKE NEW CONDITION. ALL WORK SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP. THE CONTRACTOR SHALL REPAIR OR REPLACE AT THEIR EXPENSE ALL WORK THAT MAY DEVELOP DEFECTS IN MATERIALS OR WORKMANSHIP WITHIN ONE YEAR AFTER FINAL ACCEPTANCE OF THE ENTIRE PROJECT OR A PREDETERMINED PERIOD OF TIME (AS NEGOTIATED WITH PROPERTY OWNER AND WIRELESS CARRIER), WHICHEVER IS GREATER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING CONSTRUCTION AND REPAIR ALL SITE EI ANY ADJACENT STRUCTURES. THE CONTRACTORSHALLNSHNOTIFY THE ENGINEEROF ANY DAMAGE TO THE TOBETTER THAN NEW CONDITION. THE CE PROPERTY ALER SHALL BE SOLE AND FINAL JUDGE AS TO THE OF THE REPAIRED CONSTRUCTION. ANY REPAIRS OR MODIFICATIONS WHICH MUST BE MADE SHALL BE MADE AT EXPENSE OF THE CONTRACTOR. EXISTING CONDITIONS REPRESENTED HEREIN ARE BASED ON VISUAL OBSERVATIONS AND INFORMATION PROVIDED BY LYNX CONSULTING INC. CANNOT GUARANTEE THE CORRECTNESS NOR COMPLETENESS OF THE EXISTING AS SHOWN AND ASSUMES NO RESPONSIBILITY THEREOF. THE CONTRACTOR AND SUB -CONTRACTORS SHALL THE SITE AND VERIFY ALL EXISTING CONDITIONS AS REQUIRED FOR PROPER EXECUTION OF THE PROJECT. THE AND SUB -CONTRACTORS SHALL REPORT ANY CONFUCTS OR DISCREPANCIES TO THE ENGINEER PRIOR TO CONTRACTOR SHALL CALL FOR UTILITY LOCATES, VERIFY LOCATIONS AND MARK ALL BURIED UTILITIES PRIOR TO ANY EXCAVATIONS OR GRADING ACTIVITIES. NOT SCALE THESE DRAWINGS. DIMENSIONS ARE EITHER TO THE FACE OF FINISHED ELEMENTS OR TO THE OF ELEMENTS. UNLESS OTHERWISE NOTED. CRITICAL DIMENSIONS SHALL BE VERIFIED AND THE ENGINEER BE NOTIFIED OF ANY DISCREPANCIES IMMEDIATELY. CONSULTING INC. HAS NOT CONDUCTED, NOR DOES IT INTEND TO CONDUCT ANY INVESTIGATION AS TO THE OF HAZARDOUS MATERIALS. INCLUDING, BUT NO LIMITED TO, ASBESTOS WITHIN THE CONFINES OF THIS LYNX CONSULTING INC. DOES NOT ACCEPT RESPONSIBILITY FOR THE INDEMNIFICATION, REMOVAL. OR ANY FROM THE PRESENCE OF THESE MATERIALS. IF EVIDENCE OF HAZARDOUS MATERIALS IS FOUND. WORK IS TO SUSPENDED AND THE PROPERTY OWNER NOTIFIED. THE CONTRACTOR IS NOT TO PROCEED WITH FURTHER WORK INSTRUCTED BY THE PROPERTY OWNER IN WRITING. GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING DIMENSIONS, AND UTIUTIES ON SITE PRIOR TO THE COMMENCEMENT OF WORK. ALL DISCREPANCIES THESE DOCUMENTS AND THE EXISTING ONSITE CONDITIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION. NO CLAIM FOR ADDITIONAL COMPENSATION FOR WORK WHICH COULD HAVE BEEN FORESEEN BY INSPECTION, WHETHER SHOWN ON THE CONTRACT DOCUMENTS OR NOT, WILL BE ACCEPTED OR PAID. CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF ALL OPENINGS FOR STRUCTURAL. MECHANICAL. PLUMBING, CML, OR ARCHITECTURAL WORK. CONTRACTOR SHALL VERIFY THAT NO CONFUCTS EXIST BETWEEN THE LOCATIONS OF ANY AND ALL MECHANICAL, PLUMBING. OR STRUCTURAL ELEMENTS AND THAT ALL REQUIRED CLEARANCES FOR THE INSTALLATION AND ARE MET. IN THE CASE OF ANY CONFUCTS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. THE HAS THE RIGHT TO MAKE MINOR MODIFICATIONS IN THE DESIGN OF THE FACILITY WITHOUT THE CONTRACTOR ADDITIONAL COMPENSATION. THE CONTRACTOR OR SUB -CONTRACTORS FIND IT NECESSARY TO DEVIATE FROM THE ORIGINAL APPROVED PLANS, ITIS THE CONTRACTOR'S AND THE SUB -CONTRACTOR'S RESPONSIBILITY TO PROVIDE THE ENGINEER WITH COPIES THE PROPOSED CHANGES FOR THEIR APPROVAL BEFORE PROCEEDING WITH THE WORK. IN ADDITION, THE AN0 SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM THE AUTHORITIES FOR THE PROPOSED CHANGES BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR AND -CONTRACTORS SHALL BE RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVALS FROM AUTHORITIES DURING EXECUTION OF THE WORK. 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE IBC 2015. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION 28 DAY STRENGTH W/C RATIO MINIMUM CEMENT (TOCUBIC FYARDR SLAB ON GRADE 3,000 PSI S 0.45 5 1/2 SACKS TOPPING SLABS CONCRETE PIERS ALL STRUCTURAL CONCRETE 4.000 PSI 0.45 6 1/2 SACKS CONCRETE WALLS 4,000 PSI 0.45 6 1/2 SACKS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINMENT AGENT CONFORMING TO ASTM C260, C494, C989, AND C1017, TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE IBC 2015. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1),GRADE 60. f =60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, f40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. 014 ARE SUBMITTED. . 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH ACI 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2'-0". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS ORA MINIMUM OF 2'-0". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-165. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy-60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESSA SPECIFICALLY DO DETAILED OR APPROVED BY THE ENGINEER. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STLtL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED 3" SURFACES. EARTH FACE FORMED SURFACES EXPOSED ((//6 BARS OR LARGER) 2" TO EARTH OR WEATHER (/5 BARS OR SMALLER) 1-1/2" SLABS AND WALLS (INTERIOR FACE) 3/4" 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 13. NON -SHRINKING GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILT! BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED 8Y ENGINEER. Verizon IMPLEMENTATION TEAM/CLIENT: L(LYNX NECESSARY LICENSES, CERTIFICATES, ETC., REQUIRED BY AUTHORITY HAVING JURISDICTION SHALL BE PROCURED AND VISIT PAID FOR BY THE CONTRACTOR. CONTRACTOR CONSTRUCTION. 10. WORK SHALL COMPLY WITH ALL MANUFACTURER'S RECOMMENDED SPECIFICATIONS. THE CONTRACTOR SHALL FOLLOW SPECIFICATIONS SHOWN IN THESE DOCUMENTS, ONLY WHEN THOSE SPECIFICATIONS ARE MORE STRINGENT THAN THE 27. THE MANUFACTURER'S. PERFORMING 11. WHERE ONE DETAIL IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL UKE OR SIMILAR CONDMONS, EVEN 28. DO THOUGH NOT SPECIFICALLY MARKED ON THE DRAWINGS OR REFERRED TO IN THE SPECIFICATIONS, UNLESS OTHERWISE CENTERUNE NOTED. SHALL 12. IN EVERY EVENT. THESE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL BE INTERPRETED AS A MINIMUM 29. LYNX ACCEPTABLE MEANS OF CONSTRUCTION. HOWEVER. THIS SHALL NOT REUEVE THE CONTRACTOR, SUB -CONTRACTOR. PRESENCE AND/OR SUPPUER/MANUFACTURER FROM PROVIDING A COMPLETE AND CORRECT JOB WHEN ADDITIONAL ITEMS ARE PROJECT. REQUIRED TO THE MINIMUM SPECIFICATION. IF ANY ITEMS NEED TO EXCEED THESE MINIMUM SPECIFICATIONS TO PROVIDE EFFECTS A COMPLETE, ADEQUATE AND SAFE WORKING CONDITION, THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED BE IN THE DRAWINGS. FOR EXAMPLE, IF AN ITEM AND/OR PIECE OF EQUIPMENT REQUIRES A LARGER WIRE SIZE (I.E. UNTIL ELECTRICAL WIRE), STRONGER OR LARGER PIPING, INCREASED QUANTITY (I.E. STRUCTURAL ELEMENTS), REDUCED SPACING, AND/OR INCREASED LENGTH (I.E. BOLT/ BAR LENGTHS). THEN IT SHALL BE DEEMED AND UNDERSTOOD TO BE INCLUDED 30. THE IN THE BID/PROPOSAL. THESE DOCUMENTS ARE MEANT TO SERVE AS A GUIDE AND ALL ITEMS REASONABLY INFERRED CONDITIONS, SHALL BE DEEMED TO BE INCLUDED. BETWEEN ENGINEER'S 13. SEE THE STRUCTURAL ANALYSIS BY OTHERS UNDER SEPARATE COVER FOR APPLICABLE CODE REFERENCES AND AN PROPOSED DESIGN LOADS. 31. THE 14. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (STAMPED AND SIGNED) PROVIDED ELECTRICAL, BY OTHERS UNDER SEPARATE COVER. 32. THE 15. THE CONTRACTOR, PRIOR TO INSTALLATION OF ANTENNAS, EQUIPMENT, AND/OR COAX CABLES. SHALL REVIEW THE ELECTRICAL. APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED. ALL APPUCABLE MEMBERS AS INDICATED IN THE CERTIFIED MAINTENANCE STRUCTURAL ANALYSIS. ENGINEER GETTING 16. THESE DESIGN DOCUMENTS AND SPECIFICATIONS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL RELATIONSHIP OF ANY KIND BETWEEN THE ENGINEER AND THE CONTRACTOR. 33. IF THEN 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY CLEANUP OF ALL TRADES AND REMOVE ALL DEBRIS FROM THE_OF CONSTRUCTION SITE. AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE BUILDING, CONTRACTOR SITE AND ANY SURROUNDING AREA TO BETTER THAN EXISTING CONDITION. BUILDING SUB 18. THE CONTRACTOR SHALL ADEQUATELY BRACE AND PROTECT ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BUILDING BREAKAGE, COLLAPSE. ETC., ACCORDING TO APPUCABLE CODES, STANDARDS AND BEST CONSTRUCTION PRACTICES. 19. THE CONTRACTOR SHALL MEET ALL OSHA REQUIREMENTS FOR ALL SITE CONDITIONS AND INSTALLATIONS. 20. WHERE NEW PAVING, CONCRETE SIDEWALKS. OR PATHS MEET EXISTING CONSTRUCTION, THE CONTRACTOR SHALL MATCH THE EXISTING SLOPE AND ELEVATION AS TO MAINTAIN A SMOOTH TRANSITION. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND AW15E CONSULTANTS of ANY ERRDRS OR SMINO VARIATIONS OR MODIFICATIONS TO WORK SHOWN WN SHALL PRIOR WRITTEN ALL BE IMPLEMENTED WBE THIS APPROVALOVIA, PREVIOUS RES OFN IS DRR SAE SUPERSE ED B REMAIN PROVISION. OF LDRx CONSULTWG, INC. NEITHER LYNX CONSULTING, WC. NOR THE ARCHITECT WDLL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. �, , 1 ,(�4 OF l" i. ^ T� �� SND i�� " ryt, YI WASH 1 I+0 '�� O / /� ` it ' ) ��` �FCI SSS 51134 wmi SM.' N• G , ANAL REV DATE DESCRIPTION - - ' -- - - - - - SPECIAL INSPECTIONS STRUCTURAL STEEL NOTES LEGEND _ _ _ RECOMMENDED TESTING AGENCY: PHONE* (_) 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON A.I.S.I "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH IBC 2015 CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ENGINEER. THE ENGINEER SHALL 8E FURNISHED WITH A COPY OF ALL INSPECTION REPORTSaft AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER WIDE FLANGE SHAPE S ASTM A992, fy 50 KSI OTHER SHAPES. PLATES AND RODS ASTM A36, f 36 KSI PIPE COLUMNS ASTM 453, fry 35 KSI STRUCTURAL ANCHOR BOLTS TUBING ASTM 253003, fy 46 KSI CONNECTION BOLTS ASTM A325 4. ALL MATERIAL TO 8E HOT DIPPED GALVANIZED AFTER FABRICATION PER Al 23/A123M-00. 5. ALL WELDING SHALL 8E IN CONFORMANCE WITH A.I.S.I. AND AWS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUAUFlED WELDS (AS DEFINED BY AWS) SHALL HE USED. WELDING OF GRADE 60 REINFORCING ERRS (IF REQLNG ) SHALL BE PERFORMEDHR LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.I. "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS". 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIAMETER) AND SHALL HAVE A MINIMUM OF 740 BOLTS UNLESS NOTED OTHERWISE. 8. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIAMETER ASTM A307 BOLTS UNLESS NOTED OTHERWISE. - 9. Al CTEE WORKWSH ASTM BE PAINTED IN NOTED NCE WITH THE DESIGN AND CONSTRUCTION SPECIFICATION AND LL AWELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRI WNG AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. 1 ... I 1 1 :I. .„ LARGE SHEET NUMBER Zak SHEET NUMBER DETAIL NUMBER " s .-r 4'. I - _ _ (A WABO-CERTIFIED SPECIAL INSPECTION AGENCY IS REQUIRED) THE OWNER, OR THE OWNER'S AGENT, IS REQUIRED TO HIRE AN INDEPENDENT TESTING/INSPECTION AGENCY TO PERFORM REQUIRED SPECIAL INSPECTIONS. THE INDEPENDENT AGENCY HIRED TO PERFORM THE DUTIES OF SPECIAL INSPECTION IS REQUIRED TO BE A REGISTERED AGENCY WITH WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO), UNDER THE SPECIAL INSPECTION REGISTRATION PROGRAM (EIRP) STANDARD NO. 1701 OR MOST CURRENT ADOPTED SPECIAL INSPECTION STANDARD PUBUSHED 8Y WABO. SPECIAL INSPECTOR MUST BE CONTACTED IN ADVANCE OF ANY WORK NOTED BELOW. IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S DESIGNEE TO NOTIFY THE SPECIAL INSPECTION AGENCY AND SCHEDULE A BUILDING INSPECTION IN A TIMELY MANNER. COPIES OF ALL INSPECTION REPORTS MUST BE POSTED ON SITE AND SUMMARY LETTERS SUBMITTED TO THE BUILDING INSPECTION SUPERVISOR. UNRESOLVED NON-CONFORMANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE MUNICIPALITY'S INSPECTOR. REQUIRED SPECIAL INSPECTIONS 2015 INTERNATIONAL BUILDING CODE; SECTIONS 1701, 1704, & 1705 ❑ STRUCTURAL STEEL (1705.2; AISC 360) 0 SPRAYED FIRE -REST MATERIALS (1705.3) o STEEL - OTHER THAN STRUCTURAL STEEL (1705.2.2) 0 INTUMESCENT FIRE -RESIST CTGS (1705.14) 0 STRUCTURAL CONCRETE (1705.3) 0 EIFS (1705.15) ❑ REINF. STEEL/PRESTRESSING TENDONS (1705.3) 0 POST -INSTAL 1 FT) ANCHORS (1705.3; AISC 315: 0.9.2) ❑ SHOTCRETE (1705.3; 1910) 0 SMOKE CONTROL (1705.17) ❑ STRUCTURAL MASONRY (1075.4) 0 STRUCTURAL STEEL (SFRS 1705.11.1; AISC 314) TMS 402/ACL 530/ASCE 5; 0 STRUCTURAL WOOD (SFRS 1705.11.2) TMS 602/ACI 530.1/ASCE 6 0 COLD FORMED STEEL FRAMING (SFRS 1705.11.2) ❑ HIGH LOAD DIAPHRAGMS (WOOD 1705.5.1) 0 ACCESS FLOORS (SFRS 1705.11.5.1) ❑ GRADING, EXCAVATION, AND FILLING (SOILS 1705.6) 0 STORAGE RACKS (SFRS 1705.11.7)x'. ❑ DRIVEN DEEP FOUNDATIONS (1705.7) 0 ARCHITECTURAL COMPONENTS (SFRS 1705.11.5) ❑ CAST -IN-PLACE DEEP FOUNDATIONS (1705.8) 0 MECH. AND ELEC. COMPONENTS (SFRS 1705.11.6) ❑ INSTALLATION OF PRECAST ELEMENTS (1705.3) 0 SEISMIC ISOLATION SYSTEMS (SFRS 1705.11.8)10. ❑ OTHER - - - 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVDi TUKWILA. WA 98188 Eir NW ir... 1 DETAIL NUMBER 1 1 _ _ > SCALE DETAIL SECTION DETAIL I � SHEET TITLE: GENERAL NOTES REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2018 City of Tukwila BUILDING DIVISION _ - CaII Before PROJECT NUMBER: - DATE 5/16/18 DRAFTER: ET EW PROFESSIONAL OF RECORD BEEN / You Dig- SIO, NO, 1 SHEET NO. N - 1 /Cl N. TY MAP ▪ N. 1p T.S. ''153rd ST I ID 156th! ST 58th S LAI L a 759th ST zi II 111 L. 0t7T p SURVEY DATE 06/14/2017 BASIS OF BEARING BEARINGS SHOWN HEREON ARE BASED UPON U.S. STATE PLANE NAD83 COORDINATE SYSTEM WASHINGTON STATE PLANE COORDINATE ZONE NORTH, DETERMINED BY GPS OBSERVATIONS. GRID -TO -GROUND SCALE FACTOR NOTE ALL BEARINGS AND DISTANCES ARE BASED ON THE WASHINGTON NORTH STATE PLANE COORDINATE ZONE GRID. TO DERIVE GROUND DISTANCES DIVIDE BY 0.99999651 BENCHMARK PROJECT ELEVATIONS ESTABLISHED FROM GPS DERIVED ORTHOMETRIC HEIGHTS BY APPLICATION OF NGS 'GEOID 12B' MODELED SEPARATIONS TO ELLIPSOID HEIGHTS DETERMINED BY REAL TIME KINETIC (RTK) GPS DATA PROCESSED ON THE WASHINGTON STATE REFERENCE NETWORK (WSRN). ALL ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NAVD88 DATUM. FLOOD ZONE THIS PROJECT APPEARS TO BE LOCATED WITHIN FLOOD ZONE "X". ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP, MAP ID #5303300959F. DATED 05/16/1995. POSITION OF GEODETIC COORDINATES - BLDG. CENTER LATITUDE 47' 27' 52.8" (47.464667) NORTH (NAD83) LONGITUDE 122' 16' 03.3" (122.267583)WEST(NAD83) GROUND ELEVATION 0 52.4' (NAVD88) POSITION OF GEODETIC COORDINATES - ANTENNA #1 LATITUDE 47' 27' 53.2" (47.464778) NORTH (NAD83) LONGITUDE 122' 16' 03.0" (122.267500)WEST (NAD83) GROUND ELEVATION 0 52.4' (NAVD88) POSITION OF GEODETIC COORDINATES - ANTENNA #2 LATITUDE 47' 27' 53.0" (47.464722) NORTH (NAD83) LONGITUDE 122' 16' 02.8" (122.267444)WEST(NAD83) GROUND ELEVATION 0 52.4' (NAVD88) UTILITY NOTES SURVEYOR DOES NOT GUARANTEE THAT ALL UTILITIES ARE SHOWN OR THEIR LOCATIONS ARE DEFINITE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND DEVELOPER TO CONTACT BLUE STAKE AND ANY OTHER INVOLVED AGENCIES TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION. REMOVAL. RELOCATION AND/ OR REPLACEMENT IS THE RESPONSIBILITY OF THE CONTRACTOR. SURVEYOR'S NOTES SURVEYOR HAS NOT PERFORMED A SEARCH OF PUBLIC RECORDS TO DETERMINE ANY DEFECT IN TITLE ISSUED. THE BOUNDARY SHOWN HEREON IS PLOTTED FROM RECORD INFORMATION AND DOES NOT CONSTITUTE A BOUNDARY SURVEY OF THE PROPERTY. ALL DISTANCES SHOWN HEREON ARE GRID DISTANCES. LESSOR'S LEGAL DESCRIPTION THE LAND IN THE COUNTY OF KING, STATE OF WASHINGTON, DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 14, BROOK VALE GARDEN TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 47, IN KING COUNTY, WASHINGTON, LYING EAST OF 53RD AVENUE SOUTH AND SOUTHERLY OF THE SOUTHERLY MARGIN OF RENTON-THREE TREE POINT ROAD, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 5494866, AND NORTHWESTERLY OF THE NORTHWESTERLY MARGIN OF PRIMARY STATE HIGHWAY NO. 1, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 5494866. ACCESS NOTE RESERVING NONEXCLUSIVE RIGHT OF USE ACROSS LESSOR'S PROPERTY FOR NECESSARY APPURTENANCES TO CONSTRUCT, OPERATE. AND MAINTAIN A COMMUNICATION FACILITY FOR ITEMS SUCH AS, BUT NOT LIMITED TO INGRESS, EGRESS, PARKING, VEHICULAR MANEUVERING, EQUIPMENT, AND UTILITIES. SCHEDULE "B" NOTE REFERENCE IS MADE TO THE TITLE REPORT ORDER #1492082, ISSUED BY FIRST AMERICAN TITLE INSURANCE COMPANY, DATED APRIL 18, 2017. ALL EASEMENTS CONTAINED WITHIN SAID TITLE REPORT AFFECTING THE IMMEDIATE AREA SURROUNDING THE LEASE HAVE BEEN PLOTTED. ITEMIZED NOTES: 1. GENERAL TAXES FOR 2017 - NOT A SURVEY MATTER, NOTHING TO SHOW 2. MEMORANDUM OF LEASE RECORDED FEBRUARY 8, 2002 AS INSTRUMENT NO. 20020208000737 - GRAPHICALLY DEPICTED ONLY, EQUIPMENT SHOWN AS LOCATED BY SURVEY. 3. DEED OF TRUST RECORDED SEPTEMBER 1, 2015 AS INSTRUMENT NO. 20150901000921 - REFERS TO THE PARENT PARCEL BOUNDARY WHICH IS UNABLE TO BE DELINEATED BY THE INFORMATION PROVIDED WITH THIS SURVEY 4. ASSIGNMENT OF LEASES & RENTS RECORDED SEPTEMBER 1, 2015 AS INSTRUMENT NO. 20150901000922 - NOT A SURVEY MATTER, NOTHING TO SHOW 5. UNRECORDED LEASEHOLDS, IF ANY - NONE KNOWN. NOTING TO SHOW 6. ANY CLAIM OF LIEN UNDER THE PERISHABLE AGRICULTURAL COMMODITIES ACT, 1930 OR THE PACKERS AND STOCKYARDS ACT - NONE KNOWN, NOTHING TO SHOW 7. MATTERS DISCLOSED BY SHORT PLAT OR PLAT OF BROOK VALE GARDENS RECORDED IN VOLUME 10 OF PLATS. PAGE 47 - REFERS TO THE PARENT PARCEL BOUNDARY WHICH 15 UNABLE TO BE DELINEATED BY THE INFORMATION PROVIDED WITH THIS SURVEY 8. RELINQUISHMENT OF RIGHTS TO AND FROM THE STATE HIGHWAY BY INSTRUMENT 5494866 RECORDED OCTOBER 18, 1962 - NO ACCESS SHOWN, COMPLIANT BY DEFAULT. SCHEDULE "B" SUMMARY THE SURVEYORS OPINION IS THAT NO SCHEDULE "B" ITEMS PROVIDED BY SAID REPORT AFFECT THE PROPOSED WIRELESS FACILITY PREMISES SHOWN HEREON. tFS UTILITY PULLBOX QDRAIN - \A AP CATH I i BUILDING OVERHANG / CANOPY 73.6,/ CANOPY I ANTENNA #1 - UTILITY PULLBOX FS % SURVEY DETAIL SCALE: 1" = 5' 7-A'12-, BASIN r - `AP /LOWER ROOF SECTION UTILITY PULLBOX ANTENNA #2 �0 UTILITY PULLBOX Z5_E BLDG F89 4 GROUND LIGHTS WALL SE [NG v 46 6' dH AIN -LINK FENCE �-✓ I / a G •CLF !BUILDING OVERHANG TE LEGEND AP ASPHALT BLDG TOP OF BUILDING CLF CHAIN LINK FENCE CMU CONCRETE MASONRY UNIT CONC EDGE OF CONCRETE D/W ACCESS DRIVEWAY FC FACE OF CURB LP LIGHT POLE NG NATURAL GRADE R/W RIGHT OF WAY SW SIDEWALK TP TOP OF PARAPET WALL TOP OF WALL OO AS NOTED AIR CONDITIONING UNIT UTILITY MANHOLES UTILITY METER FIRE HYDRANT �5 POWER POLE LIGHT POLE m ELECTRICAL TRANSFORMER afftl UTILITY PEDESTAL UTILITY VAULT POSITION OF GEODETIC COORDINATES SPOT ELEVATION BUSH / SHRUB TREES PINE TREES CMU WALLS CHAIN LINK FENCE o WOOD FENCE CURBLINES CONCRETE LIMITS EXISTING BUILDINGS --- PARKING STRIPES W W WATER LINES STREET CENTERLINES SUBJECT PROPERTY LINE ADJACENT PROPERTY LINE - EASEMENT LINES - - TIE LINES LEASE AREA LIMITS - - MAJOR CONTOUR INTERVAL --- MINOR CONTOUR INTERVAL PINE TREE 7• TREE TREE _51 1 ,' SOU1HCENTER BOULEVARD 53rd AVENUE S. UTI V TREE 1 BCFL LDP UNDERPASS TREE I to SEE SURVEY DETAIL DUMPSTER (THISSHEET)\ ENCLOSURE 7 . I 39 (ANOPY1 ..s0, n n ,.� S2 1' _ ,I 1 UTILITTY J PULLBOX I �\ 2 ANTENNAS Q - W/EQUIP. ON SLED I 1 .� CRAY 1 0 I.• H-FRAABLEMETL 1 z UTIL. EQUIP E.6,,P BUILDING CENTER F5 0 ANT. SLED 1 -01a BUILDJ �T MOUNTEINGD NTENNASTP \ o -jB ▪ DOORm�FP5 BLDG �E4,D. 81 704.3 ti METERk II .� ZPEA • 7 FUSE BOX I BLDG I j DRAIN r• I LEC.__LI BUILDING MOUNTED ANTENNAS lROOFTOP ACCESS LADDER CONDUIT BANK 5 - 4" 2-3" Ft 'PARENT PARCEL INE F6C T APN: 1157200140 ELECTRIC MANHOLE CONC. PAD AND 6' WOOD FENCE CLF POSS BLE PROPERTY LINE BASED ON THE EAST DOUBLE NOTED WEST QUARTER CORNER POSSIBLE PROPERTY LINE BASED ON THE WEST DOUBLE NOTED WEST QUARTER CORNER POSSIBLE PROPERTY LINE BASED ON THE EAST DOUBLE NOTED WEST QUARTER CORNER POSSIBLE PROPERTY LINE BASED ON THE WEST DOUBLE NOTED WEST QUARTER CORNER -1' MINED OR E COMP ANCE APPRO ED NOV 2018 N ofT ING DI GRAPHIC SCALE ( IN FEET ) 1 inch = 20 f4 verizon✓ 3245 158th AVE S.E. BELLEVUE, WA 98008 PH: (425) 562-2542 =PLANS PREPARED BY: 1LYNX CONSULTING CONNECT TO THE FUTURE 17311 135th Avenue NE, Suite A-100 Woodinville, WA 98072 TEL: 425.877.1871 FAX: 425.354.3277 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST RENSION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. =CONSULTANT: 245 SAINT HELENS AVE. SUITE 3A TACOMA, WASHINGTON 98402 PH. (253) 572-9181 www.ambltcansultIng.us ambit consulting =REV.:—DATE: DESCRIPTION: 0 06/29/17 PRELIMINARY RC 07/03/17 TITLE REVIEW RC =PROJECT INFORMATION: SEA - HUBBELL 5301 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 KING COUNTY =SHEET TITLE SITE SURVEY PROJECT NUMBER: XXXXX DATE: 06/29/17 DRAFTER: PROFESSIONAL OF RECORD RC S.R. REVISION NO.:SHEET NO.: 0 SV -1 EXISTING ADJACENT PROPERTY LINE TYP 22'x34' SCALE: 1'- 20'-0' �� 11'x17 SCALE 1'- 40'-0- 20 1-'-"Ti--------20. EXISTING TREE TYP;7\\,.... 4 EXISTING CURB TYP 0 0 EXISTING SIDEWALK TYP 53RD AVE S SOUTHCENTER BLVD EXISTING SIGN EXISTING STORM DRAIN TYP `- EXISTING EDGE OF VEGETATION TEP �_ �E IISTINC PROPERTY EXISTING HVAC UNIT TYP EXISTING CHAIN LINK FENCE EXISTING WOOD FENCE (ABANDONED WIRELESS COMPOUND) EXISTING EDGE OF ASPHALT TYP REVIEWED EOR CODE COMPLIANCE APPROVED NOV 2 7 2018 City of Tukwila BUILDING DIVISION PROPOSED SITE PLAN) 1 Com: verizonv' IMPLEMENTATION TEAM/CIJENT: (LYNX DO NOT SCALE DRAWNGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF MY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WWT(EN APPROVAL ALL PREVIOUS ISSUES OF TIAS DRAWINGS ARE SUPERSEDED BY THE LATEST REASON. NJ. DRAWINGS AND SPECIFICATIONS REMNN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. NC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: • PROPOSED SITE PLAN PROJECT NUMBER: DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET N0: C-1 EXISTING CURB TYP /EXISTING ASPHALT PARKING LOT EXISTING SIDEWALK TYP EXISTING LOWER ROOF OVERHANG EXISTING WOOD 6'-O• FENCE r O L //''EXISTING ROOF /- EXISTING TYP EXISTING CONDUIT - STUB -UP TYP rT EXISTING SPRINT PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) �-EXISTING ROOF ACCESS DOOR EXISTING STAIRWELL PENTHOUSE EXISTING HVAC PLUMBING LINE EXISTING STEPS EXISTING HVAC UNIT 'EXISTING SPRINT H -FRAME MOUNTED EQUIPMENT CABINET (TYP OF 2) EXISTING SPRINT CABLE TRAY EXISTING VENT TYP EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) EXISTING SPRINT PLATFORM MOUNTED EQUIPMENT CABINET (TYP OF 2) EXISTING PARAPET MOUNTED JUNCTION BOX TYP EXISTING SPRINT 10'-10'x20'-0• STEEL EQUIPMENT PLATFORM EXISTING SPRINT PLATFORM STAIRS O EXISTING SPRINT BALLAST SLED ANTENNA MOUNT 5 EXISTING RETAINING WALL 22•44' SCALE 1/4•. 1'-0'—�Noi 11•X1/ SCALE: 1/8•_ 1•-0• 4 2 0 4' • EXISTING ABANDONED AC PANEL -EXISTING ABANDONED POWER METER EXISTING WALL MOUNTED LADDER `EXISTING BUILDING EXISTING CHAIN LINK FENCE EXISTING RETAINING WALL Z 1 ` EXISTINGLOWER ROOF OVERHANG REVI WED FOR CODE, OMPLIANCE ,APPROVED NOV 2 7 2018 EXISTING LOWER ROOF OVERHANG City of Tukwila BUILDING DIVISION Com: verizon" WWLELENTA11ON TEAM/CLIENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERWY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS CR OMISSIONS. NO VMDATICAS OR MODIFICATIONS TO WOFIX SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION ALL DRAWINGS AND SPECFLCAT ONS REMAIN THE PROPERTY OF LYNX CONSOLING. INC. NERHER LYNX CONSULTING, NC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TIRE EXISTING ROOF PLAN PROJECT NUMBER: DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW EXISTING ROOF PLAN 1 REVISION NO: 1 SHEET NO: A-1 SCREENED ANTENNA MOUNT NOTE PRO EXTERIOR/ SHALL I4 A BMW TEXTURE AIA SIMLL BE PANTED TO DAMN DIE EXISTING BIAONO FACADE EXISTING CURB TYP /EXISTING ASPHALT PARKING LOT EXISTING SIDEWALK TYP EXISTING LOWER - ROOF OVERHANG -I EXISTING WOOD 6'-0. FENCE r 0 L PWEL worm BOUM= 70 DEMO PENTHOUSE MYl (TRP OF 2) %SP J /- EXISTING ROOF DRAIN TYP EXISTING PARAPET MOUNTED JUNCTION BOX TYP VERMIN WIMMESS T01 11E�EAIED come EXISTING CONDUIT STUB -UP TIP • \R • • • EXISTING SPRINT H -FRAME MOUNTED EQUIPMENT CABINET (TYP OF 2) EXISTING SPRINT CABLE TRAY Mb EXISTING VENT TYP EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TRP OF 2) EXISTING SPRINT PLATFORM MOUNTED EQUIPMENT CABINET (TRP OF 2) EXISTING SPRINT 10'-10x20'-0 STEEL EQUIPMENT PLATFORM PROPOSED MOWN VIIREU:SS RIM! MOUNTED TO 100S7140 PARAPET (TRP OF 3) PROPOSED VEMZON WIRELESS 6 -PORT MYCAP SUPPRESSOR MOUISVIEDTWURGE EXMINS PARAPET EXISTING SPRINT PANEL ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TRP OF 4) ��EXISTING ROOF ACCESS DOOR EXISTING STAIRWELL PENTHOUSE • • `EXISTING SPRINT PLATFORM STAIRS PROPOSED VERMIN WIRELESS PVC SLEEPER MOUNTED COAX CABLE 7MY TRTIH (1) IN12 HYM CABLE • • PROPOSED VER@ON MALL MOUNTED 2E IPMEIT CANBY (TYP OF PROPOSED WIRELESS STEEL N�MAMMY STAIRS PROPOSED= 11YSCREENED ANTENNA MOINF/D3UPYpir PLATFORM EXISTING HVAC PLUMBING LINE IMPOSED VENZON i - GEN PLUG MOUNTED TOWIRELESSDOSTNG WALL AT GROUND LEVE. EXISTING HVAC UNIT EXISTING STEPS---� I I � n 3 3 3 EXISTING SPRINT BALLAST SLED ANTENNA MOUNT 0 PROPOSED VER/ZON WIRELESS RRU MOUNTED 70 PROPOSED SSCCRPEE ANTENNAMOUNT PROPOSED vEMZON WIRELESS GPS ANTON% MOUNTED TO PROPOSED SCREENED MINNA maw 1'4.111: I;i;a11dNI R {II :11"111 .Imnl� PHIOPO�D MOUNTED E UTPIENLT II IR CABINET (TRP OF 2) �a TITTI HMI 111111 11�11f 1111191UINI11111 1111111iin.,11' 111511®Ing11n11tl IH UIIDI gtltllln MIDDINMINHMI 11111 Muumuu 1! HT uIII �n npl Nilo, RH IImmIM1I1I111Ininnnn '`t •' i� �t;i111 i11 I1RIIIE1111r /NI ' II11®I11811111111IIMO 1I11B o111R1 Intl Air:JIM!! 111111p1 MIi S,d11. ';`,N11InI11111111.i n B n !i IO�Bi PROPOSED VER20N ., 41 it�11We NHUI11n nn`I 'ID�n PYVEL ANTDIM MouIreD m will= 1'a�� 1 I 1111 I 1 EI11' IIilIUl111i PROPOSED SCREENED ANTENNA ill I111111'1A1P'' 1,! 11111 i 1i 1181114 I MOUNT (TRP OP 4) 1 11111�r 1 1 1 Inn ii n111n1 IDI t1pp 11'D1111 tl11.ai.'1111 I I II III PROPOSED vDMDON I`� B 1111111 I h un' RAYU]AP SPUTIER/SUIIROE SUPPR ssio R Hall R11n11111111111A /� MINIM MOUNTED TO PRROOPPpOSSEZI SCREENED 11ulEU�i nll ID&Nltm I '7„ U ly IN tl' ANTDO MOUNT (TRP OF 2) wnIDD MEI nxmlxn Mk. •O®IMISHEI i x HMI EXISTING RETAINING WALL 22•x34' SCALE 1/4'- 1•-0� — •x• 1rxI7' SCALE 1/11-.. 1.-0• - — 2 EXISTING ABANDONED \,AC PANEL EXISTING ABANDONED POWER METER EXISTING WALL MOUNTED LADDER F \-EXISTING of BUILDING PROPOSED VERMIN WRE En 20•-r SCREENED ANTDiIA MOUNT r -w 1' -`- EXISTING RETAINING WALL Z --7M11.7' _J EXISTING LOWER ROOF OVERHANG REVIEWED FOR COD4 COMPLIANCE PiPPROVED /-' NOV 2 7 2018 / City of Tukwila ,EltlitiZIIING DIVISION CLEND verizonv RPIDAENTA1pN TEM/CUM: ULYNX DO NOT SCALE DENIMS. CONTRACTOR MST VERIFY ALL DRAWINGS NO ADVISE CONSULTANTS OF ANY ERRORS OR OINSOIW. NO WANTONS OR MOOFX•A11NS 1O IPDRIC SHORN SHAL SE RPLEYFNIID WOHOUT PRIOR WIBTTEI APPROVAL ALL PREFERS RILES OF MS DRAWINGS ARE SUPEf19EDfD NT TM LATEST REVISION. ALL CRAMS MD SPECFICATIONS REHAB/ THE PROPERTY OF LINx CONSULTING, NC. EERIER LYNX COMMIES. NC. NOR INE MORTECT NU. SE PROVIDING C01601W CRON REVIEW OF THS PROJECT. REV DATE DESORPTION 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA. WA 98188 SHEET TITLE: PROPOSED ROOF PLAN PROJECT WISER DATE: 5/18/18 O 4. PROPOSED ROOF PLAN 1 DREW TER BEY REVSION N0: PROFESSIOML OF RECORD BEW 1 SHEEF NO: A- 2 TOP OF PROPOSED VERSO= MAMMA MOUNT TOP OF PROPOSED VERIZON NOTES: 1. NO WORK SHALL COMMENCE WITHOUT THE APPROVED STRUCTURAL ANALYSIS REPORT (SIGNED AND SEALED), PROVIDED BY OTHERS UNDER SEPARATE COVER. PRIOR TO THE INSTALLATION OF ALL EQUIPMENT AND CABLES, THE CONTRACTOR SHALL REVIEW THE APPROVED STRUCTURAL ANALYSIS AND MODIFY, IF REQUIRED, ALL APPLICABLE MEMBERS AS REQUIRED BY THE CERTIFIED STRUCTURAL REPORT. 2. THE CONTRACTOR SHALL INSPECT THE BUILDING MAKE THE ENGINEER OF RECORD AWARE OF ANY DEFECTS OR DISCREPANCIES FROM THE APPROVED PLANS. 3. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT PER THE MANUFACTURER'S SPECIFICATIONS. 4. ALL PROPOSED VERIZON WIRELESS EXPOSED ANTENNAS. RADIOS, ANCILLARY EQUIPMENT, CABLES AND MOUNTING HARDWARE SHALL BE PAINTED TO MATCH THE EXISTING BUILDING FACADE. EXISTING CHAIN LINK FENCE SCREENED ANTDNA MOUNT NOTE PROPOSED SCREEN TWILL EXMOOR SHALL HAVE A BRICK TEXTURE AND SW L BE PANTED TO MATCH THE COSTING BLEEDING FACADE meow mom lee-nzt-SCREENED AMNIA MOU/T/EOLNPIENT PLATFORM EXISTING WALL-�� MOUNTED LADDER EXISTING STAIRWELL PENTHOUSE EXISTING SPRINT PANEL ANTENNA MOUNTED TO EXISTING BALLAST SLED (TYP OF 2) EXISTING SPRINT 10' -10'x20' -O" STEEL EQUIPMENT PLATFORM 22.:04" SCALE 3/1 8'- 1'—O 11x1 ' 11'7' SCALE; 3/332' EXISTING BUILDING TOP OF PROPOSED VENOM TOP OF EXISTING BLI;LDI/fi PARAPET 32 -5 AGL TOP OF EXISTING 29 -0 AGL FINISH GRADE s, 0'-0" AGL AMSL) CREAT: verizon' OPLEIMENTATION TEAM/CLIENT: L(LYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERFY AU. DRAWINGS AND ADVISE CONSULTANTS OF MIY ERRORS OR OYISSOI6. NO VARIATIONS OR Ip FICATI 16 TO WSW SIOWN SHALL BE SPUD/BRED WIRIOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWNOS ARE SUPERSEDED FY TME LATEST REVISION ALL DR/MNGS ANIO SPECP1CATIONS REMIT THE PROPERTY OF LDS ODNSULINR NC. NEMER LYNX CONSULTNG, NC. MOR THE ARCHITECT WILL BE PROVdU' C0141RUCIION REVIEW OF THIS PROJECT. EXISTING CHAIN\ LINK FENCE EXISTING WALL— MOUNTED LADDER EXISTING STAIRWELL PENTHOUSE EXISTING SPRINT PANEL— ANTENNA FLUSH MOUNTED TO EXISTING PENTHOUSE (TMP OF 4) PROPOSED ELEVATION 1 REV DATE DESORPTION TOP OF EXISTING PENTHOUSE 44'-4' AGL /-' EXISTING SPRINT PANEL / ANTENNA MOUNTED TO EXISTING / BALLAST SLED (TYP OF 2) 22'x34' SCALE 11'x17' SCALE 1 3/32'— 1'-0' 4 T 4' �---- "�- ,ter-y,�_�,r='z==.s`z��' -si�ii -- _ •—; r"= =�- ._�_+- �.. 'k``-1 .�-_.-•=?.�------ _may --_'sY' rr� _ - .E-�T11-1 �� r— "'a_-_� � � -.. r �F '+�i'-=� � .sem EXISTING SPRINT 10'-10'x20'-0' STEEL EQUIPMENT PLATFORM EXISTING BUILDING TOP OF EXISTING BUDDING PARAPET 32 -5' AGL TOP OF EXISTING RASF A K • 29 -0 AGL REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2018 City of Tukwila BUILDING DIVISION FINISH GRADE • 0'-0' AGL (60'-0" ANSI) EXISTING ELEVATION Fl 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TILE: EXISTING AND PROPOSED ELEVATIONS PROJECT NUMBER: DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD SEW REVISCN NO: 1 SHEET NO: A-3 NOTE FITS PIPE DIAMETERS FROM 1-1/2" TO 3-1/2". 4110 1.90"0x2'-0" GPS MOUNTING PIPE Com: verizon1 TALL ROOFTOP COAX KIT (SITEPRO PART // SP1542D OR APPROVED EQUAL)(HOLDS 12 RUNS OF 8"f /- MPIEI ENTA1XN TEAM/CLENT: L(LYNX COAX CABLE OR 8 RUNS OF 1-5/8"0 COAX CABLE) �� V /\ -/j"1 / ��,. Gi DO NOT SCALE DRAWINGS. CONTRACTOR MST VERIFY ALL AND VARIAT RS OR mOO CA ANY TO RO OR MISSIONS. 6. ID VAAX CO U NTS OF AN5 TO WORK SWAN SWAN S. L BE IIPtIDI 8U WRHDOF PRIOR WRm4N SSIIEV OF R5 DDRAWINGGS ARE ALL PR10 11 GAUGE GALVANIZED UNIVERSAL GPS MOUNT I�/"' //"1 SUPERSEDED LAI SUPERSEDED BY THE LATEST REMSKIN. ALL DRAWINGS AND . STEEL COVERl 4.4 PVC SLEEPER (SITEPRO PART GPSP OR APPROVED EQUAL) `� F �1 V� //''^^,. I`1�11• • L.SPECIFICATIONS ROAN THE PROPERTY OF LYNX CONSULTING. INC. NEITHER LYNX CONSULTING. RIC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF TMS PROJECT. 4 ,"J��'ICE-BRIDGE r • %1 LEG'�TT pl`11! j�i�e �'011.1."'IllH �A � - OV WAS�I;/ cv Av CI IR ' _ •-- A Lk 13 51134 ww '.6N +PgQ/ STERE \"7 S' AL ti�G REV DATE DESCR PROM ,,•K17• SCALE NOT 10 SCALE 11'x17• SCAM NOT TO SCALE NOT USED 6 KK r SCALE E: NNOT TTOO SCALE COAX CABLE TRAY 5 ;;=K' -, TO E GPS MOUNT 4 -- _ NOTES:NOTES: 1. CONTRACTOR SHALL REPAIR EXISTING HOLES IN PARAPET USING APPROPRIATE CAULKING AND SEAL WITH MASTIC. 1. ANTENNAS SHALL BE INSTALLED PER THE NOTE MOUNT SHALL BE INSTALLED PER - - - 2. CONTRACTOR SHALL MAINTAIN APPROPRIATE CLEARANCE BETWEEN PROPOSED RRU AND EXISTING ROOF DECK TO PROVIDE ADEQUATE CLEARANCE FOR COAX AND HYBRID MANUFACTURER'S SPECIFICATIONS. MINIMUM 2-3/8"0 SCHEDULE 2. CONTRACTOR SHALL CONFIRM THAT EXISTING 40 GALVANIZED MOUNTING PIPE MOUNTING PIPE SIZES CONFORM TO THE MANUFACTURER'S SPECIFICATIONS. - - - CABLE BEND RADIUS. PROPOSED ANTENNAS MOUNTING REQUIREMENTS. 3. CONTRACTOR $HALL RE -TORQUE ALL EXISTING MOUNTING HARDWARE AND REPLACE ALL DOWNTILT MOUNTING KIT (PER ANTENNA - - - RRU (MAY EXTEND ABOVE PARAPET MINIMUM 2-3/8"0 SCHEDULE 4.0 DEPENDING ON PARAPET HEIGHT GALVANIZED MOUNTING PIPE DAMAGED MOUNTS. _ ■ - ■ MANUFACTURER) ■ ■' NUN - - - AT EACH LOCATION) SHEET METAL - - - PARAPET CAP _ _ _ 1 SLIDER BRACKET WALL MOUNT 1 5/17/18 ISSUED FOR REVIEW O APIPROVEDTEPRO PEQUARTAL)$BWM OR PROJECT: 111 SOLID GROUTED CMU WALL 0.�� SEA o -�� It (...... 1 �"IIP IL HOT DIP GALVANIZED UNISTRUT SH -12022 L HOG OR APPROVED EQUAL) 1/2"0 CONCRETE WEDGE ANCHOR WITH MINIMUM 3-3/4" EMBEDMENT (3” FROM EACH o EEjDULE --� pi�`p„� �/� HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 p EDGE AND MAX 24"ON CENTER) /'�gj • W L.LJ SHEET TITLE: `l��yyy��r HOT DIP GALVANIZED PIPE CLAMP (8 -LINE PART 62073 HDG OR APPROVED �� PANEL ANTENNA CODE COMPLIANCE APPROVED , EQUAL) (TYP OF 2 PER PIPE) CONTRACTOR SHALL APPLY MASTIC O CONSTRUCTION AROUND ALL PARAPET PENETRATIONS AND BOLT HEADS (HENRY FLASHMASTER OR APPROVED EQUAL) �•�:w �� NOV 2 7 2018 . DETAILS HOLLOW WALL MOUNT KIT (SITEPRO PART # SWK58 OR APPROVED EQUAL) (PROVIDE City L3x3x1/4 BACKING AT INSIDE FACE OF CMU WALL FOR EACH BRACKET) of Tukwila BUILDING DIVISION PROJECT NUMBER DATE: 5/16/18 _ : :�' DRAFTER: FEW 9DNAL CF RECORD BEW REVISION NO: 1 SHEET NO: 11"x1r TOANCILLARY EQUIPMENT MOUNT 3 111"x1r SC ► TO SC ANTENNA MOUNTING 1 2 ..21:::1471: ; x' r , TO ANTENNA MOUNT (GAMMA) 1 A— 4 11.30" 13.50" 13.50" CLIENT: verizonU RRUS8843 B2/B66 SPECIFICATIONS RRUS22212 613 SPECIFICATIONS RRUS22212 B5 SPECIFICATIONS \ MANUFACTURER: ERICSSON I MANUFACTURER: ERICSSON I MANUFACTURER: ERICSSON _.__._ .-._.. __._ _..-._ __.___ O O 0 O HEIGHT: 17.00" WIDTH: 13.50" __.. __-_ __-. ._.._ _-______ O O 0 0 HEIGHT: 17.00' WIDTH: 13.50" HEIGHT: 18.00' WIDTH: 13.30" DEPTH: 11.30" -- _ DEPTH: 13.50" WEIGHT: 95.0 LBS -— � DEPTH: 13.50" WEIGHT: 95.0 LBS — — WEIGHT: 75 LBS N — — = RRUS8843 B2/666 0 0 0 0 0 0 0 0 ��RRUS22212RRUS22212 813 IMPLEMENTATION TEAM/CLIENT: Li LYNX g 85 \ \ PLAN VIEW 13.20" PLAN VIEW PLAN VIEW DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS CO" RR ANY ERRORS OR ORISSIOFS. NO VARIATIONS OR MOOMATIOS 10 WOR 910WN SHALL SE IMPLEMENTED WHOM PRIOR WRITTEN SUP R ED BY M TE AEy gN L D S N0 11.30• RRUS8843 82/B66 13.40" " 13.40" 13.50' / 13.50 RRUS22212 or RRUS22212 1--Loi"-B13 YNX ARNSUUEDT INC.LYNX CONSULLL DE PRONEANG TINGOSPECFICATIONS REMAIN THE PROPERTY OF Li. NC.REVN OFR THE THIS PROJECT. .. BS $ L $ -*.-I ® 0 O O ® (7:) ® g�� RRUS8843 g 62/1366^ $ = ® ® O O ® O D ® I ip,N D �4' °F WA Sy r'' � 'S� �Cj, '� O IP!- / A Q' ��A �F 51134,59 CI S�ONAL jply FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW FRONT VIEW SIDE VIEW atv DATE oEscwvnoN 2_ 1,•RNTr E NOT SCALE 11 x1r SCALE NOT 10O SCALE RRUS8843 B2/B66 6 1rxx;r NNOT TO � RRUS22212 B 13 5 ux S NOT TO SCALE RRUS22212 B5 4 - - - RCMDC-2260-RM-48 SPECIFICATIONS RCMDC-3315-PF-48 SPECIFICATIONS \ MANUFACTURER: RAYCAP HEIGHT: 5.23" WIDTH: MANUFACTURER: RAYCAP HEIGHT: 19.18" WIDTH: 15.73" 10.25" WEIGHT: 26.9 LBS _ _ - _ c o r •, o o c v _ ' 0 0 ° ' _DEPTH: 19.00" DEPTH: 13.64" MEM riELELISSILMIS� WEIGHT: 15.25 LBS - - - ° REVIEWED FOR CODE COMPLIANCE APPROVED 5/17,18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 530TUKWILA. WA 8R 8LVD NOV 2 7 2018 TOP VIEW PLAN VIEW 19.00" 13.64" City of Tu ala rn 1 m BILI UING DIV ION SHEET TIRE CONSTRUCTION DETAILS 1 1 1 1 11 11 11 s 00 17.32" \ i— �i § o ° o \0 —i Pilli." O O O O O 0y o 15.73" 10.25" PROJECT !UMBER: — DATE 5/18/18 Rayoep 0 O' -"' O 0 Bi MOW 11111 \ a �o i� FRONT VIEW SIDE VIEW \ FRONT VIEW SIDE VIEW DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET NO: A-5 2." •SCBE "°T'° s NOT USED 11•RTr SCALE NOT TO SCALE 3 ;;-RR r NOT TO SCALE 6 -PORT RACK SURGE SUPPRESSOR 12 ;;;' r s" " 6 -PORT SURGE SUPPRESSOR 1 PROPOSED ANTENNA SCHEDULE ALPHA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 10' 42'-6" 1 COMMSCOPE JAHH-45C-3R8 95.7" 13.8" 8.2" 0' 6 1 HYBRID 3 0' -0"f RRUS22212 85 700 6 RRUS22212 813 PCS 3' RRUS8843 82/866 650 10' 42'-6" 1 COMMSCOPE JAHH-45C-3RB 95.7" 13.8" 8.2" 0' 6' NONE 700 6' NONE AWS 3' NONE BETA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC TILT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 140' 42'-6" 1 COMMSCOPE JAHH-45C-3R8 95.7" 13.8" 8.2" O' 17 1 HYBRID 30'-0"± RRUS22212 B5 700 10' RRUS22212 813 PCS 5' RRUS8843 82/866 850 140' 42'-6" 1 COMMSCOPE JAHH-45C-3R8 95.7" 13.8" 8.2" 0' 10' NONE 700 10- NONE AWS 5 NONE GAMMA SECTOR AZIMUTH TIP HEIGHT QTY VENDOR MODEL LENGTH WIDTH DEPTH MECH TILT ELEC T1LT CABLE QTY FEEDER TYPE FEEDER LENGTH ADDITIONAL EQUIPMENT 850 270' 39'-8" 1 COMMSCOPE JAHH-45C-3R13 95.7" 13.8" 8.2" 0' 0' 1 HYBRID 90'-0"± RRUS22212 B5 700 0' RRUS22212 813 PCS 0' RRUS8843 82/866 850 270' 39'-8" 1 COMMSCOPE JAHH-45C-3RB 95.7" 13.8" 8.2" 0' NONE 700 O' NONE AWS 0' NONE 22'x34' SCALE 1/2'. 1"-0' it nor SCALE: 1/4-. 1"-0" 2 EXISTING BUILDING PARAPET PROPOSED VERIZON 850/'!00/NNS PNEL AMNIA PENTHOUSE 10 0051146 GAMMA 70. PROPOSED VERIZON PANEL ANTENNA MODRED PENTHOUSE TO EXISTING PROPOSED VENZON WIFBIESS ANOLLARY EQUIPMENT MOUNT EXISTING STAIRWELL PENTHOUSE PROPOSED VERIZON MR LESS RRU MOUNTED TO BACK OF EXISTING PARAPET (TYP OF 3) J-r k PROPOSED VERIZON WIFELESS 6 -PORT RAYGPTTER/SIE SUPPRESSOR MOUME) m BACK OF DOTING PARAPET EXISTING SPRINT PANEL ANTENNA PROPOSED VERIZON WIRELESS FLUSH MA MOUNT (TYP Of 2) O SCREENED ANTENNA MOUNT NOTE PROPOSED SCREEN MALL EXTERIOR SWILL HAVE A BRICK 1EXAJRE AND SHNl BE PAINTED TO MATCH THE DOSING BUILDING FACADE PANT NOTE: ALL PROPOSED VERIZON WIRELESS EXPOSED NNTDNAS. RADIOS. ANCILLARY EOUPAENT. CABLES AND MOUNING HARDWARE SHALL BE PANTED TO MATCH THE DOSING BUILDING FACADE PROPOSED VERIZON 18"-21x20'-2' SCREDIED PANTENNA IA MOUNT/EOM/DT PROPOSED NEIIZON CPS AMEIA MOUNIED TO PROPOSED AMNION MOUNT PROPOSID VENDOR WIRELESS 660/70ANTENNAPCS PANEL ANT L10UN1 010 PROPOSED SCREENED ANIMA MOUNT PROPOSE) MIMI WNRELP'A 660/700/AWMENIAS PANEL A i= TO PROPOSED SCREENED ANTENNA MOUNT 11 „PROPOSED VERIZON WIRELESS ----AMMO/PCS PANEL AMENIA - JI TARED ANTENNA MOUNT -=1- -Mv6z0N . 6 -PORT SUPPRESSOR �,'a_' AO oTO PROPOSED INTENS wow (EYP of 2) PDX7P06m VERIZON WIRELESS `61=/NMS PNC€ AME6M -10 PROPOSEDMOUNTSCREENED ANIENNA verizonv IIFLENFMATION TEAM/CLIENT: L(LYNX DO NOT SCALE DRAWRIGS. CONTRACTOR MUST VERIFY ALL LRAM= AND W.I5E CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR 11001FICA11 10 WORK SHORN SHALL BE IMPLEMENTED 1ROIOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE u1EST REVISION. ALL DRAWINGS AND SPECInCATILAIS ROMP THE PROPERLY OF LYNX CONSULTIJG. INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE OESCRPIION 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TOLE: PROPOSED ANTENNA CONFIGURATION PROJECT NUMBER: DATE: 5/16/18 DRAFTER SEW PROFESSIONAL OF RECORD BEW 2" PROPOSED ANTENNA CONFIGURATION 1 6865 N NO: 1 SHEET NO: RF -1 hubbell SECTOR 1 ele 1 213j4�516� La. SECTOR 2 n n n n n n n Af eLc n r L7. L2- 13. L4 - H5. H6M. n n n n E F G H 0 11213141516 OWRB prq mos11213141576 SECTOR 3 L2• L.4 - 44. F6 n n n " n n n 1 L2. 13. L# H5. Fi6-hi'F. n n n 213141516 OMB OWE T[21 3T41 ST6 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2018 City of Tukwila BUILDING DIVISION verizonv' IMPLEMENTATION TEAM/CLIENT: (LYNX DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DRAWINGS AND 466136 C0N9JLTANTS OF ANY ERRMS CO OWSKR4S. NO VARIAT10N5 OR 14O01FICAT1OS TO WORK SHORN MALL OE IIPIELIENTED WIITOUT POOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF TMS DRAIMGS ARE SUPERSEDED BY THE LATEST REVISOR. ALL DRAWINGS AND SPECCIFICICATORS 61090 N THE PROPERTY OF LYNX CONSUCTING. INC. TEENER LYNX COSULR NG. INC. NOR THE ARCHITECT WILL RE PRONDRIC CONSTRUCTION REVIEW OF nits PROJECT. REV DATE DEBCRIPRON 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED IT DIAGRAM PROJECT NUMBER: DATE 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW 22x34' SCALE NOT TO SCALE v1 -or SCALE NOT TO SCALE PROPOSED IT DIAGRAM 1 RENSION NO: 1 SHEET NO: RF -2 1. ALL MATERIALS. WORKMMSHIP. DESIGN. AND CONSTRLGTION SNAIL CONFORM TO THE DRAWINGS, SPEGFIGATIONS, THE 2015 EDITION OF THE INTERNATIONAL. EUILIDIN6 CODE (IBC). 2. PE516N LOADING CRITERIA ROOF SNOW LOAD 25 P5F 3. 4. 5. b. IND. ANALYSIS PROCEDURE. ASCE 1-10 CHAPTER 29 'NW LOAD ON OTTER 5TRUG1URE5" RISK CATEGORY 11 . 110 MPH EXPOSURE V' TOP06RAPHIG FACTOR K73 • IA EARTHQUAKE. ANALYSIS PROCEDURE: EG 'EQUIVALENT LATERAL FORCE PROCEDURE' SEISMIC DESIGN CATEGORY (SDG) • D RISK CATEGORY • 11 SEISMIC SITE GLASS • D IMPORTANCE FACTOR b • 1.0 MAPPED MICE Ss • 1.41; 51 • 055 DESIGN ACCELERATION Sds • 0.98; 5dI s 056 SBSMIC RE515TTh6 SYSTB4 NON-STRUCTURAL. COMPONENTS, AQ ■ IA, Rp s 2.5 STRUCTURAL DR/WIRES SHALL EE USED IN CON.0 CT1ON WITH ARCHITECTURAL DRAINS$ FOR BIDDING AND CONSTRICTION. CONTRACTOR SHALL VERIFY DISE SION5 AND GOFDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPNCES PRIOR TO GOSTRX.TION. CONTRACTOR SHALL VERIFY ALL EXI511N5 DIMENSIONS, 1459BER 512Eri, AD CONDITI0N5 PRIOR TO GOMMEIGINS ANY WORK ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOYW ON TE PRAM/6S ARE INTENDED AS GUIDELINES ONLY AND M15T EEE VERIFIED. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING, FOR THE STRUCTURE AND STRUCTURAL COM?GEITS UNTIL ALL FINAL COlEGTICN5 HAVE WEN COMPLETED IN ACCORDANCE ITh THE FLANS. LIQ$ SMALL BE RE5P0145IBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS TEGMIWIES, SEG.EICES OR FR00D11F5 REWIRED TO PEIFOIR 4 THBR WORK THE STRUCTURAL DINEER HAS 10 OVERALL SUPERVISORY AVTHORIIY OR ACTUAL AD/OR DIRECT RESPONSIBILITY FOR TIf SPECIFIC WORYJN6 CONDITIONS AT TIE SITE MD/OR FOR MY HAZARDS RESLLT1NS FR04 THE ACTIONS OF ANY TRADE CONTRACTOR THE STIR .CTU RAL ENSItEER HAS NO DUTY TO INSPECT, SUPERVISES NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE MIER, CONTRACTORS, OR 011132 ENTITIES OR PERSONS AT THE PROJECT SITE. CONTRALTO& -N 11ATZI CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL E3ISHNEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION CHANGES SWORN ON SHOP DR MS165 ONLY PILL NOT SATISFY THIS RE .SURE? ENT. PRMIN65 INDICATE 613E1AL AND TYPICAL DETAILS of GON51RUG1101. *ERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS MOM, SIMILAR DETAILS OF CONSTRUCTION SHALL EJ: USED, SALMI TO REVD.( AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL BI6INTER MERE INFORMATION ON THE PRAIA SS 5 IN CONFLICT METH THE SPECIFICATIONS, THE MORE STRINSENT SHALL APPLY, 3U3JECT TO REVIEW AND APPROVAL BY THE ARCHITECT ND TIE STRUCTURAL ENGINEER. DO NOT SCALE TIE DRAIN65. 9 ALL STRUCTURAL 5Y5TEd5 M1 ICI ARE COMPOSED GF FED ERECTED COMPONENTS SHALL BE SUPERVISED BY THE SUPPLIER DURING MNI/FAGTURN6, DELIVERY, HANDLING, STORAGE AND E%REGTCN IN ACCORDANCE PITH INSTRUCTIONS PREPARED BY THE SUPPLER 10. SHOP PRA1IN65: FGR STRUCTURAL SIM AD PEER REINFORCED POLYMER 5GR®I WALLS SHALL BE SUBMITTED TO TE ARCHITECT AND STRUCTURAL E leAEER FOR REVIBM PRIOR TO FABRICATION OF THESE ITEMS. ALL SHOP PRNWIN65 SHALL ALSO EE SUBMITTED TO THE BIALDIN6 DEPART/ENT. 11. 2112E23.6t1INMM D84345106 AND WIANTITIS ARE NOT REVIEWED BY THE E 5811332 OF RECORD, AND THEREFORE MST BE VERIFIED BY THE CONTRACTOR CONTRACTOR SHALL REVIEW AND STM? DRA IN65 PRIOR TO REVIEM BY EN6111334 OF RECORD. CONTRACTOR SHALL WEN DRANIN55 FOR CONFORMANCE NTH THE MEANS, METHODS, TECH/1:S, SEGUE/ICES AND OPERATIONS OF CONSTRUCTION, AND ALL SAFETY PRECAUTIONS ND PRO6RAM5 INCIDENTAL THERETO. SUBMITTALS SHALL INCLUDE A REPRO:I/CELE AND ONE COPY; REPRODUCIBLE ILL BE MARKED AND RETURNED. A MNI1414 OF TWO /*EES SHALL BE ALLOYED FOR REVIEW. 12. SHOP DRAWING SUBMITTALS PROCESSED Ear THE EN6IEER ARE NOT CHANGE ORDERS. THE PURPOSE OF SHOP DRAWING SUBMITTALS BY 11-E CONTRACTOR 5 TO DEMONSTRATE TO THE EN511OR THAT THE CONTRACTOR UDERSTAND5 TE 17E516N CONCEPT, BY INDICATING IICCH MATERIAL 5 INTENDED TO EE FURNISHED AND INSTALLED AND BY DETAILING TIE INTENDED FABRICATION AND INSTALLATION METHODS. IF DEVIATIONS, DISCRt3°ANCIE S, OR CONFLICTS EETYEEN 540P DRAWING SUBMITTALS AND TE CONTRACT DOCUMENTS ARE DISCOVERED EITHER PRIOR TO OR AFTER SHOP DRAWING BJEMITTALS ARE PROCESSED BY THE E16REE; THE DESI61I DRAN1465 AD SPECIFICATIONS SHALL CONTROL AND SHALL BE FOLLOWED. S. SPECIAL INSPECTION: STRUCTURAL STEEL FABRICATION AND ERECTION (INCLUDING FEED YEL.DINS AND HSN -STRENGTH FED BOLTING), AND EPDXY 6ROUTED INSTALLATIONS SHALL BE SUPERVISED IN AGLORDANGE NTH IBC SECTION 1104 AND TIE PROLECT SPECIFICATIONS BY A &VALVED TE5TIN& A6E Y PE516NATED BY Tf OMEt THE TE5T1146 MERCY SHALL SEND COPIES OF ALL STRUCTURAL TESTING AND INSPECTOR REPORTS DIRECTLY TO TIE ONE, ARCHITECT, STRUCTURAL BEM; CONTRACTOR AND .JADING OFRGIAL. ANY MATERJA5 MIIGI FAL TO ME=T PROJECT SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF TIE ARC lITEGT. 6ENERH4L STRUCTURAL NOTES (The tailoring cfpy unless shown othenrbs on Civ Mao) COMM 14. CATFIP SHALL EE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE PITH AGI 301. CONSTRICTION TOIFRMIGES SHALL NOT EXCEED THOSE LISTED IN AGI IIT. CONCRETE SHALL ATTAIN A 28 DAY STRBI6Ti OF ►'c s 2300 PSI AND MIX SHILL CONTAIN NOT LESS THAN 5-1/2 SACS OF CESWIT P8t CUBIC YARD AND 5HW.L BE PROPORTIONED TO PRODUCE A SLUMP OF 5' OR LESS (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEDElT RATIO SHALL NOT EXCEED 055 FOR FOOTNS5 AND 0.46 FOR N.L. !LABS NV EXPOSED CONCRETE UNLESS OTNEiRMSE NOTED. EXCEPT FOR FOOTTN65 AND SLAB ON BRAVE, A66R &ATE SIZE SHALL NOT EXCEED 3/4'. THE MINIMUM AMOUNT OF GEMENT AND THE MAXIMUM SLUMP MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX 15 SWATTED TO THE STRUCTURAL B CATEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLAGINS ANY CONCRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, CBMEITITIOUS MATERIAL, FINE AND COARSE 066R66ATE, WATER AND ADMIXTURES AS WELL AS THE WATER GWENT RATIO, SLUMP, CONCRETE YEP NV SIESTANTIATIN6 STRENSTN DATA IN ACCORDANCE NTH AG 301. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO ASTM G494 AND C618 RESPECTIVELY. FLY ASN PERCENTAGE OF TOTAL GBME DTIOU5 MATERIA. SNAIL NOT EXCEED 20%. THE USE OF A PERFOR MANGE MIX REQUIRES BATON PLANT INSPECTION, TIE COST OF INCH SHALL BE BROUGHT TO TIC ATTENTION OF THE OVER REVIEW OF MIX SUBMITTALS BY THE BI6INEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RESPONSIBILITY FOR SPEGFIID PERFORMANCE. 15. RENFOR INS 5TH SMALL CONFORM TO ASTM M15 OOLLDIN6 SUPPLEMENT 51), GRADE 60, Ny • 60,200 P54. GRADE 60 RERFORGIN6 STEEL INDICATED ON DRAMIN65 TO BE YELLED SMALL CONFORM TO ASTM A106. FM/FORCING. 51 COMPLYING, PI114 A51M A615(51) MAY BE MELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING, CONFORMANCE PITH YELPING, PROCEDURE SPECIFIED IN A1'45. P1.4 ARE SUBMITTED. 16. REINFORGN6 STEM. SMALL BE DETAILED (INCLUDING NOOKS AND BENDS) N ACCORDANCE ITN AGI 515 AND 316. LAP ALL CONTINUOUS RERFORGE ENT AS AND SMALLER 60 BAR DIAMETERS, 2-0' MNIMA4. PROVIDE CORNER BARS AT ALL WALL AND F0011N6 INTERSECTIONS. LAP CORNER BARS s5 NV SMALLER 60 BM DIAMETERS OR 2'-0' MINIELM LAPS OF LARGER MRS SHALL BE MADE N ACCORDANCE PITH AGI 318, GLASS B. LAP ADJACENT MATS OF WELDED IRE FABRIC A MIP U4 OF 8' AT SIDES AD DDS. PROVIDE (2) 15 MIK URO. TRIM BARS AMOUR ALL OPENING* IN CONCRETE YIAU-5 OR SLABS EXTEDINS 2-6' PAST COR 4115, TYPICAL. NO BARS PARTIALLY DEEMED IN HARDENED CONCRETE SHALL ER FIELD BB RT ULE56 EPEGIFIGALLY 50 DETAILED OR APPROVED BY THE STRUCTURAL 1345I1 . NO RENFORGN6 BARS SHALL DE 'NET -SET INTO THE CONCRETE. PROVIDE A 20' LON6 R33AR CROWD APER 6RO1ND) PER ELECTRICIAN 11. CONCRETE PROTECTION (DOVER) FOR REINFORCING STEEL SHALL BE AS FOLLONS: FOOTINGS AND OTHER UNFORMED SURFACES CAST ASAINST AND PERMANENTLY EXPOSED TO EARTH . 3' FORMED SURFACES EXPOSED TO EARTH Oa. POLLS BEAM 6ROU412) OR MEATIER Mb MRS 0R LAR6ER) (115 BARS OR SMALLER). 1-1/7 COLUMN TIES OR SPIRALS AND LRAM STIRRUPS 1-4/7 SLABS AND 1•44.L5 (INTERIOR FADE) GREATER OF (BAR DIAMETER PLUS I/8') OR 5/4' 18. NON -SHRINK SRAM SHALL BE NCR -METALLIC GONFORMNb TO ASTM 01101 ,WD EE FURNISHED Dr AN APPROVED. MNU'A .URE R AND SHALL BE WED AID PLACED IN STRICT ACCORDANCE PITH THE MANIFACTLRER5 PUN -15452 RECOMMENDATIONS. GROUT STREWN SHALL EC AT LEAST EQUAL TO THE MATERIAL ON NIGH IT 5 PLACED ((55000 P54 M10M14). titaMde 19. rOXY-GROUTED ITEMS (TH RF_ADED RODS OR REINFORCING BAR) INTO CONCRETE SHALL BE INSTALLED ONE, 'AT -XP' ADHESIVE AS MANIFAGTURED BY SIMPSON 5TR0N6-11E ANCHOR SYSTEMS. INSTALL IN STRICT ACCORDANCE NTH IAPMO LES REPORT NO. ER -263, INCLUDING STANDARD EMBEDMENT REGUIREMENTS UO1. PROPOSED SUBSTITUTIONS SHALL EE s EMITTED FOR RFAEW NTH I.C.G. OR IAPM0 LES REPORTS INDICATING EQUIVALENT OR 6REATER LOAD CAPACITIES. SPECIAL INSPECTION OF INSTALLATION 15 REWIRED. RODS SHALL BE A511,1 A36 UNLESS OTHER/1SE NOTED. 21121. 20. STRUCTURAL STEEL DE516N FABRICATION AND ERECTION DE BASED ON THE LATEST EDITIONS OF THE AJS.G. SPECIFICATIONS AND CODES, A AI5G - STEM GONSTRIGTION MANUAL., 14TH EDITION B. GORE OF STANDARD PRACTICE FOR STEEL BUILDN65 AND ER 176ES. G. SPECIFICATION FOR STRUCTURAL JOINTS MINS ASTM A325 OR A490 EOLT5. 21. STRUCTURAL 5TH, IDE FLANGE M AND WT) SHAPES SHALL COFORM TO ASTM A912, Fy - 50 4(51; ALL OTHER ROLLED SHAPES SHALL. CONFORM TO A5114 A36, FY • 36 K51. STEEL PLATE SHIAU- CONFORM TO ASTM A36, IN ■ 36 K51. STS PIPE SHALL CONFORM TOA 14 A53, TYPE E OR 5, &RADE B, Fy • 35 K51. STRUCTURAL 1124146 SHALL CONFORM TO ASTM A500, GRADE B, Fy ■ 46 K51. CONNECTION BOLTS SHALL CONFORM TO ASTM A-525. ANCHOR BOLTS SHALL G0NF0I24 TOTM F1554 GRADE 36, Fy • 36 451. 22. ALL A-325 COMECTION BOLTS SHALL EE INSTALLED TO THE 5N1S-T16HT CONDITION PER AEC SPEGIFIGAT1ON FOR STRI.IGTURAL JOINTS ISMS ASTM A325 OR A440 BOLTS IN STRICT AGCCORDAN CE NTH THE MANJFAGTUR5R5 PUBLISHED RECOMMENDATIONS. ALL NUTS SHALL CONFORM TO A5T4 A563. ALL VWrolen 5H&IJ. CONFORM TO ASTM 1486 OR ASTM F959 TYPE 525. ALL BOLT HOLES SHALL BE STANDARD 512E UNLESS OTHERW E NOTED. 23. ALL VIELD116 SHALL BE IN CONFORMANCE WTH A.I.S.C. MID A145. STANDARDS AND SHALL BE PERFORMED BY NASD. CERTIFIED YIELDERS 1151NS E10 XX EEGTRDDE5. ONLY PREQUALIFIED WELDS (A5 DEFIED BY AVIS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS OF REWIRED) WAIL BE PERFORMED OW LOW HYDR06B1 E ECTRODES. PEDIN6 of GRADE 40 R INFORCIHS BARS (IF REQUIRED) SHALL BE PERFORM? WINS E10XX ELECTRODES. NEMS /14464 4' OF 001.17 BHC5 N REINFORCING STELE. IS NOT PERMITTED. SEE REINFORGINS NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. ALL MELDING OF STAINLESS STEEL SHALL USE E309 ELEGTRODE5 NTH A SHAM PROCESS. ALL WEDINS SHALL REWIBE PERFOBY YfERS MAW. AWS / MA. CERTIFICATION WITH THE MATERIAL AND METHOD RED. * 24. 25. 26. SHOP DRAWINGS SHALL 5NON ALL. WELDING PITH MIS A2.4 SYMBOLS. MELDS 510/14 ON DRAWINGS ARE MINIMUM 512Q5. INCREASE WEDS SIZE TO AVE MNIMA4 SIZES BASED ON PLATE THICKNESS. 4IHM1M WELDING SHALL BE 3/46 -INCH. THE WEDS 5440* ARE FOR THE FINAL 0011EGTI045. FELD WED APRONS ARE SHOWN WHERE A FIELD WED 15 REWIRED BY TIC STRUCTURAL DE5164 THE CONTRACTOR 15 RESPONSIBLE FOR DETERMINING IF A VELD SHOULD BE SHOP CR FIELD YELPED N ORDER TO FACILITATE THE STRUCTUIRA. 5T®. DELIVER./ AID EMOTION. FIBER REIIFORGED POLYMER SHAPES: ALL FIBER RERFORCED POLYMER SHAPES SHALL BE SERIES 1525 FILM STANDARD STRUCTURAL FIBER6LA S PROFILES BY CREATIVE PULTRU5ION5, INC. OR EN5REBR APPROVED EQUAL. FEB& REINFORCED POLYMER GONECTI05: ALL -THREAD RODS AND 1IJT5 SHALL EE SIPERSTUDI FIBER REINFORCED POLYMER FASTENER SYSTEM BY CREATIVE PULIR1510145, M. UNLESS NOTED OTHERI5E ON PLANS AND DETAILS 5/8' DIAMETER RODS PITH CP SQUARE NUTS SHALL BE L15EP AT ALL CO/MOTIONS. $GREW WALL FRAMN6: UNLESS NOTED OTHER/822 ON PLAt5 AND DETAILS SCREEN NOLL INFILL STUDS SHALL BE FIBER REINFORCED CHANE. 6 x 1 518 x 1 1/4' SPACED AT 2'-0' 04 CENTER ATTACH TOP AND BOTTOM OF INFILL STUDS TO SCREEN WALL FRAMING PITH FIBER REINFORCED ANGLE 6 x 6 x 5/8 I114 TWD 518' DIAMETER FIBER REINFORCED POLYMER FASTENERS AT EACH LES. REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2018 City of Tukwila BUILDING DIVISION CLIENT: verizon" ArunarfmnoN TFAM/oxte: (LYNX DO NOT SOLE DRAMAS. CONTRACTOR MUST VERIFY ALL DRAM/MS AND ADVISE CONSLTANIS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR N00IFlCATIONS TO WORK SHOWN SHALL RE IMPLEMENTED WITHOUT PRIOR INVITER APPROVAL ALL PREVIOUS ISSUES OF THS DRAWINGS ARE SUPERSEDED BY TIE IAIEST REVISION. ALL ORAWIHS AND SPECWI Al IS ROAM IME PROPERTY OF LYNX CONSOLING. INC. NEITHER LYNX CONSOLING, INC. NOR TME ARCHITECT WILL BE PROVIDING CONSTRUC11011 RENEW OF THIS PROJECT. MTNRONB ME IMAILIN TIL swNMa1EP Ret _ ISIMMON -- QUANTUM REV DATE DESORPTION 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET WILE: GENERAL STRUCTURAL NOTES PROJECT NUMBER: 18067.02 DATE: 05/17/2018 DRAFTER TH, PKMC PROFESSIONAL OF RECORD JHR REVISION NO: SHEET NO: Si .0 GENERAL STRUCTURAL NOTES (The follonhg assail unless shovel othemlee on the plans) REVIEVVEDOI- R cippe COMPLIANCE APPROVED +t� N0V27 2318 City of Tukwila BUILDING DIVISION AMIVIATIOIN • d AB. ADD. ADD. ALT. AFPROX ARCH. At Pani Nan) Planter Anther Bok Addendum Alternate Architect 511. BAIt-up 5/ Eottan of BF Braced Frans DLC. Block 5JC6. [locking BLLLS. BM. Basan BRE. Nang 61VM. Behwn Coterth. G Calver G TOG Center to Center GIP Cwt In Pace C.J. Construction .blit or Control Joint CLS. Coding CLR. Gear CMl Gamete Mason Lit OCR. cater COL Cot= GONG. Concrete CONI. Correction GMT. Construction G. Contains CONTR. Contractor COORD. Coordinate G r CowpNte Jo14 Penetration GEN. Carteret* DBA DCL DE6. DET. DF DIA DIA S. DIAFH DM. DK DO DWS. 11`) E. EA. EF. B. BBV. MED. DeR. ECiJIP. I:YI EXP. EXT. FAB. F8. EDN. FIN FUt. FRP F.S. FT. FTS. 6A. 6ALV. ISL 6RD. 6RlV. 6148. HF HSR f Z. H55 HT. ID. 11. DI INFO. MT. Jr. KSF KSI Deformed ear Anchor Double DetaN Doug F -Larch Darter Pornal 7001.091 DI snbn Dom Ditto Drat g Goei Each Each Face Elevation Elevator Entednwt Length Engineer Wand Eachh al lxbr� Farkas Fat Bar Foundation Finish Floor Fb.r Reinforced Potpner Fa- ids Foot or Feet Footing eage educated 6V. Larinct d Brads 6roud sypsun Wall Bard Hem Fr Hager Horirantd Hollow 5truchEnl Section Weide Dancer Inside Fawn inch Information Interior .1214 Kee per Saran Foot per Squor. Inch L LAN LL LDH LLV LONSIT. LT. WT. MAIL MAX M5. WCt1. WIZ MFR MIK HSG. MC IL N5. HEIS. NIG NO. NOM. NTS OL. OD. OF. ox OFN6. DPP. PAF PART. PG PERK PIMP. PL or it PLYWD PJP PREFAB. PRDJ. P5F PSI P.T. Ptr RAD. RD. REF. RECD. REV. RO. 5. SCAN. or WED. SECT. SMT. SIM. 506 SPEC. sac. 50. FT. 50.tt STD. STFF. STI.. 5TR. SIB. SYN. Unger Live Load Lag Leg Hanroad Lag Leg Vertical Material Madman MacNr Bok Nechako! Herw4s Maned Frans Mcrufachrer Knee MIscslka ous Mork Horth Near Skis Negative Not h Contract Naber Nominal Not to 5cals 0.7 Canter Outside Diaster Outside Face Opposite rand orpos** Powder Actuated Fastener Partition Precast Permanent PwPerdnA P. ats Petal Joint Pent ret on Prefdxicatsd ject Pound per Foot Pandper ersSqeire Inch Prams -Treated Rade Round Reference Reinforce or Reinforcement Renired Revise 17 TSB T$6 THIN TOL. T.5. IDA meas. Ts TVP. U011 or LNO VERT. VF W. FW a hij WD Fr rms. WVo Wr WITS. rPr X SECT. X-STR Raging South ScheNl. Section Sheet Sonar Slob On erode SparcStation square Inch t Standard Sufferer 51..I Struchral Ntedlide `.Almstrkol Top of Top ad Bohan Torry. S 6roow Top of Car= Top of Steel Tap of Wolf TrawWrw Steel 1lpkal lam Otherwise Noted Vertkal Verlhl In Field Wert With Wood Welded Headed Without Wait Pont Welded Dreaded Stud Welded Who Pabric Gross Section Extra Strong Com: verizonv IMPLEMENTATION NEEM/WENT: ULYNX 00 NOT SCALE DRAWINGS. CONIRAC1OR MUST VERIFY ALL DRAWINGS AND ADAM CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO MORN SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS WOWS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECFICATO S REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTNC, NC. NCR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF THIS PROJECT. 111 QUANTUM REV DATE DESCRIPTION 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: GENERAL STRUCTURAL NOTES PROJECT NUMBER: 18067.02 DATE 05/17/2016 DRAFTER: TH. PKtAC PROFESSIONAL OF RECORD JHR RENSION N0: SHEET N0: Si .1 0 1 T -F_T"Mr- co 00 0 0 I / i / ;'%� PROPOSED vERIZON MIE E55 ANTENNAS MattTED TO (E) CIV POLL NN/ SITE PRO I 60114 WALL MOINES. INSTALL L8X CALKINS AT INSIDE FACE CF CM WALL FOR EACH BRACKET i i --Z5 AIR Y$L FN-NO.5E PROPOSES* VERIZON FIRELESS SCREENED EN0.05URE — (E) 5713'5 nn . (E) ROOF Too, __J O C 3 C 7 / PROPOSED ROOF PLAN 5LALE, V4' ■ I O 0 I/52I 2'-0' ARCIITECTLRAL MAIMS FAR ADDITIONAL IfoRMAflON NOT CAL= OUT. l REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2018 City of Tukwila BUILDING DIVISION 0 CLIENT: verizon" IMPLEMENTATION 1E N/CUENT: ULYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRIM GS NC ADVISE CONSIILTNITS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR UOOU9 w1NMTS TO WORK SHORN SNMLL NE NPLEMENTD WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THE ERNAIN/GS ARE SUPERSEDED BY THE LATEST REMSION. ALL DRAWINGS AND SPECIFrA1KNS REMAIN TE PROPERTY OF LYNX CONSOLING, NC. NEITHER LYNX CONSOLING. INC. NOR NNE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 01 QUANTUM Nn1TIWADAWNAR YIED7 1E uv RNI NDNNY>NI REV DUE DESCRIPTION 5/17/18 ISSUED FOR PERMIT PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET 1171E: PROPOSED ROOF PLAN PROJECT NUMBER: 15067.02 DATE 05/17/2018 DRAFTER: TH, PKMC PROFESS/ORAL OF RECORD JHR REVISION NO: SLEET NO: S2.0 L (E) GONG. Z HOL.LOY1coRE -7 STAIRS PEi ARGIL VASA. 4�� C -` STARS PER _AN *N 4 ARCH. 0165. = 1-t•it. C 4 4 , Q • *' �, cuENT verizon1 ROOF / OUTLINE SCREENED tv M PLATFORM ABOVE r _... w2x26 (FJ AS GCL AMvr (...i - IL�_- g w2x26 A �- Y121 � 1 ; W2x26 (F) HVAC TO BE STREN6THE3NED� PER IU55D RdIT ___.-___ 44, -----] Q - � �p 4' -4,t et ` - l IMPLEMENTATION TEAM/CLIENT g LY N X ,a, _..-_.._. 3r i CI ... 4/54.0 TYP. $ - ; 3' 18'-2' (3) EQUAL (5) EQUAL SPACES • 12'-0' SPACES • 5-0' 5/56.0. 1/56.0 8/55.0 2/S5D TYP. SiS5D 4 6/55.0 ignk AT SIM. ELEVATION, ISE FRP CHANNEL 6xd%6W SPACED • 24' O.C. MAX FOR SCREEN WALL FRAMiI i RF TRANSPARENT SCREENRI3 BY OTHERS —FRP WF bxbx%" i SPACES :3-9' SPACE •5L5. 1/560. l - Z 111 61550 l l FRP WF 61E6x9e 8155.0 PER PLAN - CAI PALL 4 l ll 4 t MAN r (E) COL PER PLAN IPO HOLLOWGORE PRECAST GONG. FLANK, TYP. CLIENT: verizon' IPLEYENTAT1ON lEAAVOb+r: L(LYNX DO NOT SCALE DRAMAS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND AMSE CONSULTANTS OF ANY ETITORS OR OMISSIONS. NO VARM100NS CR NOOFICATIO.G TO WORK SHOWN SHALL BE I1 W1041ED NIRIOUT PRIOR NRITIEN APPROVAL ALL PREVMUS ISSUES OF THIS ORMOMS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRANMDS Alb SPECFICATIONS REMAIN THE PROPEIOY OF LYNX COIISULTING, INC. NEITHER LYNX CONSULTING, INC. NOR THE ARCHITECT NIL BE PROVIDING CONSIRJCIgN REVIEW OF THIS PROJECT. QUANTUM ISIVATION 56.15 V4.r-O" r I Q2VATION x+1.6 V4.1 -O' 2 RFV DATE DESCRIPTION 5/WD. RF TRANSPARENT 20-2' 5' SGRE NINb BY 1 OTHERS 8/58.0 V L Jl 2/55D TTP. (5) EQUAL SPACES • 12'6' (2) EO. (2) 52. k.- SPACES :3-9' SPACE •5L5. 1/560. 4 61550 FRP WF 61E6x9e i I 3 z p � TTtL �it , 5' 5155.0 8/550 r BEAM PER PLAN, (F) Gr41 WALL (E) ROOFING AND INSULATION (EJ HOLLO/ton PRE &,5T GONG. PLANK TYP. RF TRANSPARENT SCREEIIN3 BY OTHERS REVIEWED FOR CODE COMPLIANCE APPROVED 8/55D v� • I 1t Ill LJ J FRP WF bx6x+K N0V27 2018 City of Tukwila UILDING DIVISION 4 / E / WI2 11/54.0 fat 0000000000000000000000000 FRP GHAMEL 6x1%6'Id4' FRP WF 6x6x3'I' BEAM PER PLAN, TYP. (E) ROOMN6 AND INSULATION ()) HOLLOWARE PRECAST CONC. PLANK TYP. 5/17/18 ISSUED FOR PERNR PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 MEET TIRE ELEVATIONS PROJECT NIRNBER: 18067.02 DATE. 05/17/2018 DRAFTER: TH. PK11C PROFESSIONAL OF RECORD JHR Z1ATIOI ELME u4+r-a $ aevATi011 %ALS V4.1'd REVISION ITR SHEET N0: S3.0 2x BaG� �� Com: verizonv' 561e/ALE W COINER! REQUIRED ZE PER 51SCHEME_ 50e121LE T/' �:. BEAM 612E 0 BOLTS PLATE Q THIGv[56 WELD 511E 'W' fg, sroes 1,.• ; .: W C PLATE Q Q ® PALATE PER : FOR O•< Pt" BE�AgHN bous THIGIQF55 0'44410' 10.‹J(30. SCF E AWP. I v' - A„� ,�V : WTO, GIO 0 (2) 76'0 I4' 9p' ^ �— FOR 30•X w!• , P12, 14, G2 (3) 76.0 16'' Wb, NO (2) 76'0 96' CO2, 214 (3) 76.0 96'— -, FOR 45•< W IR lb, 96' 14• I WIb, WIb (4) 16'0 96' Mir' Nk' V' ,'� BEAM WEB ��//.. 45• (_1Irrty N X 218 (4) V. STIFF. It 3/6' OPP. —� OF SHEAR PLATE BM �, D.0•-60• ?rte CO 01 BOLT TYPE • 4325N VAX I 10 ■ A323N UDN -- - Q R MATERIAL ■036, UAN 02 BOLTS SHALL BE AT 4' OL. SPATTING �^ ' R MATERIAL = A36, UAL. p 3• CO NOT SCALE 0RNM NGS. CONTRACTOR MKT VETUFY ALL DRAWINGS AND AOVISE CONSULTANTS OF ANY ERRORS CR FOR MO BEAM5/0I0 CHAN1€2' SHEAR PLATE MID BOLTS PER SGF$ULE 'A• 0 BOLT SPAGMG PER DETAIL 2i54D. 2x BOLT DA. OMISSIONS. NO VATOATDNS OR UODrmwTIONG 10 WORK SHOWN STaH1 BE T PRIOR MRRTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWS ARE 03 t =PLATE Tom.SUPERSEDED SFECFICATIONS B+R Y IAN THE PROPERTALL DRALYNX AND CONSOLING, NC. NEITHER LYNX CONSULTING, INC. NCR THE ARCHITECT NEL E PROVIDING CC SIRUCRON REVIEW OF ITIS PROJECT. Nal110DAMBXR arms s0L1 eEr+4 cotI T10 N PETAL __ Nor ro scoLe 2 IL ZUW.1161 MICA. __ _ BMW COMEGT104 sou, NOT ro SGAi.e 4 N° COL P� PLAN 3' 3' i COL PER PLAN EEA/45 ON ALL (4) QUANTUM Ars (6) 96'0 FRP FA57ENER5 wow, MODEL, VN MOLT SCX4-K CROSSOVER PLATE BELOW y y3' 3' 1i. SIDES OF COL AT C KIT, TYP. : + IBIM f1 51M. SECTION w CCRJENTATION ONL TO PIPEAND 8215 f f ♦ �T i f f * ♦ • f ~ �� PER ARCH DW65. 11%/4, �� ♦ SEE 2550 FOR FRP WF CONN TO TOP PLATE f f (4) + f EA 16'0 0325 N BOLTS FLANGE TYP. L - f f 4 i (4) 76'0 0325 N BOLTS i•3111.3 � �' I , } R fit' TOP t BOT. OF BEAMS f EA. FLANGE, TYP. R 9i' TOP !BOT. of �L SIM. COHERE' PIPE IS PERPENDICULAR ;14.d TYP2.0 TO SCREEN WALL A P� � BEAM PER PLAN TYP. (� STD. STEEL PIPE Q BEAHNS ;tea R� DATE OEPRON BOLTED BEAM G0N1 A PER 2/540, TYP. BOLTED BEAM UM. A PER 2/540, TYP. - - - v FRP WIDE FLAME COLLMI PER PLAN p q 96' KNEE R TYP. WI SKEWED STEM PER PLAN SPACED • 4'-0' OL. 1 II :r �l CP R v BEAM PER PLAN, TYP. GG R - - TO COL. TO COL. v BEAM PER PIAN, TYP. - - - PIPE SE9- 4T BTYN A' PIPE SEGMENT BTWN. - SIM' R 9i' TO MATCH „ IIMI R #i' TO MATCH - - - - • G P R • ili - - R �f' TOP 4 SOT. OF ` 9t' TOP 4 eor. - - - � VERTiGALLY, TYP. RF IARI 5 OTHEiS ---_.4 I 1 r0 COL. CJP R - R of BEAM r✓ (4) 76'0 A32S N BOLTS EA FLANGE � TO COL. A325 -N BOLTS EA. RANGE - - - COL PER PLAN COL. PER PLAN - - - PETAL 'fie' ter ro SOME 5 SAL sues NOT To scALe 6 PETAL scATLs NOT TO SCALE 1 PETAL ICA.. NOT TO BY-. l2 8 - 5/17/18 ISSUED FOR PERMIT ErIJIFretr CABINET Hank DIA6ONAL BEAM NOT 5' SHOWN FOR CLARITY GRATING PER PLAN PROJECT: SEA � L.3X544 HUBBELL 5301 SOUTHCENTER BLVD OTHERS SY OT UNLgSMORE STRINGENT. Dem APE BY CABINET "N ACH or 0 t GMU WALL 3 b3, 44 STIFF. RYi • 3'-0" O.G, MAX %, REVIEWED FOR TUKWILA, WA 98188 cAe1H TSJ.56E5TED �N+I ) W.A501BOLTEACH ��/ �M,PEZPLAN n i i 4 - 9I4 ► ) i MR RAN CODE COMPLIANCE APPROVED NOV 2 7 2018 SHEET TITLE: DETAILS A j-' PGORIER,A(4)TOTAL Q * f ' ' j� Q •:.:•:.❖:❖:❖.❖.❖ ...w.:•:.•:';•;•3• 41,144,4•44:4444,44:41;44,444,4,144.X44#402,. • City of Tukwila MIN. GRA TING PER PLAN - ; + f BE"' PER TYP. COMO. SPACING No BOLTED BEAM CONNECTION PER 2/sa0 '°tee mem DATE BUILDINGPROJECT DIVISION 18067.02 05/17/2018 CARPET FT ►� PRIOR TO FABRICATION DIAGONAL BRACING NOT ILMI FOR CLARITY. // __ BACKING R 15'x14k1'-T' 11/ Nl (b) WO ALL THREAD RODS 44/ ADIESIVE PER 6BERAL NOTES (PJ ROOFING AND mural DRAFTER: TH, MC PROFESSIONAL of RECORD JHR GO. ROOF PLANK ((t)NG SLEET NM S4.0 DETAIL. sou., Lar T0I q PETAL e, Lar ro xxe wa. 10 7 PETAL scARa x Nor iv xe 111 PETAL wle, Nor ro xxt 12 FRP WIDE FLANK* FRP IDE FLAN6E COL. MD RF TRANSPARENT PM ELEVATION PER ELEVATION. 5CRE811N6 NOT FRP L4x4x36 x WIDTH FLANGE OF FRP ALIGN EDGE OF FRP COWANHO� COL. CUTER EDGE n/ ACUTER EDGE OF CLIENT: iNll FOR CLARITY OF STEEL BEAM, TYP. S� FOR CLARITY of STEEL BEAN STEM BENT R 1I• x 3 L_ RF TRANSPARENT verizomi RF TRANSPARENT x0'-4• (LLV) 246' SCREE** BY FRP CHANNEL PER 011-MS 1 FRP CANNEL BEYOND SCREENING BY MIMS ELEVATION RF TRANSPARENT (2) 36'0 FRP FASTENNERS EACH LEG, (4) TOTAL I • (2) 36.0 FRP FASTENERS EACH LEG, (4) TOTAL FRP L4x4x36x0'-615' M/ SCREENING AND (2) 36'0 FRP FASTENERS ATTACHMENT TO I 5TM- R I'x9 xr-O" 1 `aD1O/TA1'0N : PER ANGLE TYP. PER BENT R -1. EA. LEG. TRIM HORIZ. LE6 BY BTW. FRP GHANFIS AS REOD. AT STEEL R. EO. +, g LYNX 12' TTP. . 5012 2 DO NOT SCALE DRAYINRS. CONTRACTOR MUST VERIFY ALL STEEL BEAM PER PLAN STEEL BEAM PER PLAN, TfP ' STEEL BEAM PER STEEL BEAM PER PLN SAN oi�sTa o. NO VACATIONS OR TY1OpFICATOONS TO WORK SHOWN SHALL PRIOR WRITTEN APPROVAL. ALL�PREvaus DAREILIDEED OPTS WANDS 0£ SUPERSEDED BY THE LATEST REEBOK ALL DRATRIxS AND SPECIFEAT/ONSI REAM/ DE PROPERTY OF LYNX TLC. NETHER LYNX CONSULTING, INC. NW TTI* CONSAT 1'Rr YIDS PLAN ranktleakaNCHleilanag ANQUIECNO. ARCA OVI BE PROVIDING CONSIM1Clg11 RENEW of 0 PROD CT. THE PROJECT. G IL AT PNNP p6MIQ M tI�A16RR DtTAL ZI SGNM Nor To SutE 2 PETAL SCA.e. Nor to SLALE 4 ` ...UMS . I. I - } QUANTUM FIS L4x4x36 x a-415'' VI. s TOP MID BOTTOM W (2)36'0. FASTENER5 FRP LSx.9x36 / IVO FRP FASTENERS RF TRANSPARENTSPAGFN6 FRP_ SIZE AND PER RF TRANSPARENT �// i E EACH LEG, (4) TOTAL EACH L4x4 BLOCK FLANGES OF FRP n 0 12' OL. T01940 BEAM SCREBU SFNOWIN FOO NOT R CLARITY SGREENIN6 HER. / , BEAM TO WIDTHRF OF FRP L4x4 •FRP IDE FLA/46E Phi FRP IDE FLANGE PER TRANS FRP FASTENER. By OTHERS SCREEN* FRP FASTER = ELEVATON SIZE 4 5PACIN6 PER RF TRANSPARENT SIZE 4 SPACING PER RF TRANSPARENT - FRP L4x4x% x 0' 6' r,/ (2) 36'0 FRP FASTENERS SGREENINK MFR = _ _ RNV DATE DESORPTION A SCREW* MFR. EACH LE6 - - - Ik FRP IDE FLANGE BEAM FRP L2x2>d4 TIP. PER ELEVATION II FRP WIDE FLANGE BEAM RF TRANSPARENT I - - PER ELEVATION WREENM6 BY FRP CHANE PER FRP L4x4x36 x Obi' III OTi ERS ELEVATION =" W(2) 36'0 FRP FASTENERS- FRP IDE FLANGE COL. FRP L4x4x% x 0' b' = \ 1• EACH LEG, (4) TOTAL PER FRP L4x4, TYP. II PER ELEVATION _ _ _ TOP AND BOTTOMINSIDE 36.0 ---, -- TYP. INSTALL FRP L2x2 AND U* OF FASTENERS - - - W (2) FRP FASTENERS EAGH FRP FiP WIDE FLA/46E COL. 50 NO BLIND FASTENERS LEG, (4) TOTAL EACH FRP L4x4 ECI. Ea PER ELEVATION REGD. E IE: - - - FRP IDE FLANGE COI.. PER ELEVATION—�~ RF TRANSPARENT SCREENING NOT SHOW FOR CLARITY - - DETNL sows, Nor To SOME 5 DE1M. SCALE NOT 1O SCALE 6 MAL ` Ni, YCT TO SONE I DETAL SCALE NOT TO SCALE 6 - 5/17/18 ISSUED FOR PERMIT in PROJECT: 1. ALL ROOFRJEi YTORK TO ESE PBNFQ�� BY IE) NTuu DINSs RDOFlN6 coNTRACTOR 50 Al wANiRMTlEG RN3MM N N31°ECT. 2. CONTRACTOR 6NiV1 IJSE NON-DESTTaJGTNE (*)Rog 6 SEA RF TRANSPARENT FRP L51L4 PER b/58A S PER / TO LOCATE VOIDS N (FJ HOLLOWIC01E PLANK PRIOR HUB BELL SCREENS* BY I PLAN TO NSTALLN6 GONCNEE7E PIL L ANJ ANGN71t RODS 5o THAT THE WE$ °P PLANK B NOT DRILLED. 5301 SOUTHCENTER BLVD OTHERS--" FRP VIDE / 211' F COL N� PLA, TUKWILA, WA 98188 PER ELEVATION A TYP. M3FtlN6 AN; V 4 i!//. WATERPROOF* * I (4) WO FRP FASTENERS IMAGE TO E j e Y4 • R 4k�k1'-b' �/ PER ARCH _ DwAIN65 REVIEWED FuR SHEET TRI.* I • FRP EEAM • sines RODS AND EPDXY , �/, CGL. PM F'LN4 (4);0 ALL-TtREAD RODS AID RREMOVE CE) �,N CODE COMPLIANCE APPROVED ETA LS E D NOTES . 8' OC. I A:... I•...... _ Y .:.....• .v AN) REPLACE xi ;. . . Et � N =..."7:1 LIN2 KRD LPON li as —'`;"'';'"�:�. R 3/45425,14. ow I.�� .. L �i + G014•LN rloN NOV 2 % 2018 I. ( CH) WALL NON SfRINC GROUT rr/'0 VdD DAM, TYP. — S��- Com' roPPTN61tNeQE • TYP. %111•4 NI ° ALL-THREAD RODS AND EPDXY PER 68FRAL RLL VOID AT EA maws ill•RI PROJECT NUMBER: DATEFRP IDE FLANGE BRAGSNNor� PER6eNeTAL rOR ROD �iDTT I I FLAW GONG City of Tukwila ,8067.02 05/,7/20,8 PER PLAN_ TOP FLAN* (E) HOLLOW BUILDING NOT 5H01'•4 FCR CLARITY A GORE PLANK TYP. r41, __ R tato CONT. (E) arm. Vr. r. (SRAM. 50) BOTH 50E5 DIVISION DRAFTER TH, PKUC PROFESSIONAL OF RECORD JHR tIZI:b SEE II/55.0 FOR ADDL (E) GROUTED CELL, TYP.LEW INFO. NOT GALLED OUT PRIOR6RADE 50 SS PLATES OT DEMI NV CONSTRUCTION. PLA T REVISION No SHEET NO: S5.0 5.O MAL sots Nor To sou GI MAL SCAM Nor To SCALE 1 10 DUAL ec .E. Nor To sort 1 11 DETAL sou, Itir-0' 112 NOTES: 1. POWER AND TELCO UTILITY COORDINATION WAS NOT PERFORMED BY THE ENGINEER. THE ENGINEER HAS RELIED UPON INFORMATION PROVIDED BY OTHERS. CONTRACTOR SHALL VERIFY ALL REQUIREMENTS WITH THE UTILITY PROVIDERS AND VERIZON WIRELESS CM. 2. ALL BELOW GROUND CONDUITS SHALL BE SCHEDULE 40 PVC CONDUIT 3. ALL ABOVE GROUND CONDUIT SHALL BE RIGID METAL CONDUIT. I II EadEELIZMILEEt SEATTLE CITY LIGHT DOUG HABERMAN PHONE: (206) 733-9138 FIBER (LEC1 (PROVIDER: TBD 22•x34• SCALE 1/8'a 1'-0- 11•x17 SCALE 1/18 - 1 -0 8 .... ■ . 4 0 B' 53RD AVE EXISTING SIDEWALK TYP O 0 PROPOSED 25 -TA FIBER VAULT AT THE EDGE OF SOUIHCENTER BLVD (SUPPLIED BY VERIZON WIRELESS) SOUTHCENTER BLVD PROPOSED VERIZON WIRELESS (1 4'0 SCHEDULE 40 PNC CONDUIT WITH (3) 11-1 4.0 CORRUGATE) DEMARC T VERIZON EQUIPMENT) TO PROPOSED FIBER VAULT AT EDGE OF SOUTHCENTER BLVD (INSTALLED BY (t VERIZON WIRELESS) EXISTING PROPERTY_- 0 /'EXISTING LOWER ROOF / OVERHANG TYP II 1 PROPOSED VERIZON WIRELESS St) 4'0 SCHEDULE 40 PNC CONDUIT WITH (3) 1-1/4 0 CORRUGATE) INNEROUfT FROM PROPOSED FIBER DEMARC (AT VERIZON .MIMA TO EXISTBIG PROPERTY UNE AT EDGE OF BLVD (STUB UP CONDUIT AND CAP FOR FUTURE VERIZON WIRELESS USE) INSTALLED BY VERIZON WIFELESS) §1 PROPOSED VERIZON I SENT EXISTING SPRINT BALLAST SLED ANTENNA MOUNT EXISTING SPRINT 10'-10"x20'-0" STEEL EQUIPMENT PLATFORM I EXISTING CURB TYP x I EXISTING WALL MOUNTED LADDER/ PROPOSED VERIZON WIRELESS GEN PLUG MOUNTED TO EXISTING WALL AT GROUND LEVEL EXISTING ABANDONED POWER METER EXISTING' ABANDONED AC PANEL / z z 0 oo PROPOSED UTILITY PLAN 1 CUENT: verizon1 IMPLEMENTATION TEAM/CLIENT: ULYNX DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRAWINGS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN 1110 PROPERTY OF LYNX CONSULTING, INC. NETHER LYNX CONSULTING, INC. NOR THE ARCHITECT WILL BE PROWDING CONSTRUCTION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE: PROPOSED UTILITY PLAN PROJECT NUMBER: DATE: 5/16/18 DRAFTER: BEW PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET NO: E-1 I. INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER SHALL BE COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRIC CODE, NFPA 70 AND THE STATE LAWS, RULES AND REGULATIONS FOR INSTALLING ELECTRIC WIRES AND EQUIPMENT, ALL LATEST ISSUE AND WITH SPECIFICATIONS PER ASTM B 231, B 400, ICEA 5651-401. ICEA P81-570 AND LOCAL PUD. 2. UNDERGROUND CONDUIT SHALL BE RIGID POLYVINYL CHLORIDE CONDUIT. SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE 651. 3. WESTERN PLASTICS OR CARLON MANUFACTURER COUPLINGS SHALL BE SLIP-ON. SOLVENT SEALED T PIPE. SOLVENT WESTERN TYPE COMPATIBLE WITH PVC DUCT. 4. ALL CONDUIT BENDS SHALL BE WIDE SWEEP TYPE WITH A 24" MINIMUM RADIUS. 5. ALL CONDUIT UNDER ROADS SHALL BE RGS OR PVC ENCASED IN 8"X18 -RED CONCRETE DUCTBANK. 6. CONDUIT USED INDOORS SHALL BE EMT. COUPLINGS SHALL BE RIGID STEEL AND COMPRESSION TYPE. SET SCREW FITTINGS ARE NOT PERMITTED. 7. CONDUIT USED ABOVE GROUND OUTDOORS SHALL BE RIGID GALVANIZED STEEL. 8. ALL STUB -UPS SHALL USE RIGID GALVANIZED STEEL CONDUIT. 9. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REOUIRED BY NEC. THERE WILL BE NO SPLICES ALLOWED. PROVIDE HDPE PULLING HAND HOLES AS NEEDED. 10. CONTRACTOR SHALL ENSURE ILC IS PROVIDED WITH (2) INTERNAL TVSS. 11. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCATE EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT ALL UTILITIES TO LOCATED UNDERGROUND PIPING IN PUBLIC ROW. 12. VERIFY THAT AIC OF THE UTILITY DOES NOT EXCEED THE AIC RATING OF THE PROVIDED EQUIPMENT. IF OVER 10K AIC, PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF AIC TO ACCEPTABLE LEVELS. 13. CONTRACTOR SHALL COORDINATE WITH UTIUTY COMPANY FOR FINAL AND EXACT WORK/MATERIALS, REQUIREMENTS AND CONSTRUCT TO UTILITY COMPANY ENGINEERING PLANS AND SPECIFICATIONS ONLY. CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT. PULL ROPES, CABLES, PULL BOXES, CONCRETE ENCASEMENT OF CONDUIT (IF REQUIRED). TRANSFORMER PAD. BARRIERS, POLE RISERS. TRENCHING. BACKFILL, PAY ALL UTILITY COMPANY FEES AND INCLUDE ALL REQUIREMENTS IN SCOPE OF WORK. NOTE EQUIPMENT SHALL BE INSTALLED, PLUMBED AND WIRED PER MANUFACTURER'S SPECIFICATIONS. PROPOSED POWER y�DISTRIBUTION CABINET (ON ROOF) PROPOSED 200A CIRCUIT BREAKER /- EXISTING AC PANEL/TRANSFER SWITCH 0 PROPOSED O RIGID CONDUCTORS CONDUIT VE14FROM�4DOSINANDG1AC) `PANEL TO PROPOSED VERIZON VARELESS POVIER DISIRBIlTON CARPET EXISTING 240V-30 NEMA 3R SOCKET PER UTILITY friPROVIDER REQUIREMENTS M �PROP06� 2"0 RMC WITH W/0 MD 1() hO FROM PRCPOBED O�tPC TO EXISTING TRANSFER SWITCH PMEDI PU10 PROPOSED 5=0".."'",.... LONG DRIVEN GROUND ROD - -EXISTING POWER FEED CLIENT: verizonv IMPLEMENTATION TEAM/CLENT: L(LYNX DO NOT SCALE DRAWINGS CONTRACTOR MUST VERIFY ALL DRM1,405 AND ADVISE CONSULTANTS WANT' ERRORS CO OMSSI NS. NO VNOATIONS OR MEMBICAUONS TO 8CRI( SWAIM SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PRENOIS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE WEST REVISION. ALL DRNWNGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING. NC. NEITHER LYNX CONSIR.TTNG, INC NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF RTS PROJECT. ELECTRICAL NOTES 5 22x34" SCALE NOT TO SCALE 11"x1? SCALE NOT TO SCALE ONE -LINE DIAGRAM 4 REV DATE OE9f4889 ON 22"x34" SCALE NOT 1D SCALE 11"x1? SCALE NOT TO SCALE HOT DIP GALVANIZED PIPE CLAMP (B -LINE PART / B2016 HDG OR APPROVED EQUAL) HOT DIP GALVANIZED PIPE CLAMP (B -LINE PART / B2031 HDG OR APPROVED EQUAL) HOT DIP GALVANIZED UNISTRUT (24" LONG) (B -LINE PART / 822 SH -120 HDG OR APPROVED EQUAL) 3/8"0 MASONRY SCREW WITH MINIMUM 3" EMBEDMENT (HILTI PART SCREW ANC KH 3/8"x3-1/2") 3' FROM EACH EDGE) ELAti 8 ELEVATION NOTE SURFACE CONDITIONS SHALL BE RESTORED TO PREVIOUS CONDITION OR BETTER FINISHED GRADE TILITY -.CAUTIONARY 'TAPE COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOIL 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TIRE UTILITY NOTES AND DETAILS COMPAC~ ar REQUIRED NOT USED 3 22-x34" SCALE NOT TO SCALE 11"x1? SCALE: NOT TO SCALE CONDUIT WALL MOUNTING 12 22"x34" SCALE NOT TO SCALE 11x1f SCALE NOT TO SCALE CONDUIT TRENCH 1 BEW NUMBER 5/16/16 PROFESSIONAL OF RECORD BEW REVISION NO: 1 SHEET NO: E-2 EXISTING SIDEWALK TYP PROPOSED Imam weans PANE. ANTENNA MOUNTED 10 EXISTING PENTHOUSE LBW_ (TYP QF 2) KEYED NOTES 0 0 0 0 0 O 0 0 0 0 0 0 13 14 15 PROVIDE (1) GROUND INSPECTION WELL WELL SHALL BE CONCRETE WITH A CAST IRON UD, LABELED 'GROUND'. PROVIDE 5/8'x10'-0' LONG COPPER CLAD, STEEL GROUND ROD DRIVEN TO 2'-6' BELOW GRADE. MAXIMUM SPACING 15'-0', MINIMUM SPACING 8'-0' ON CENTER. PROVIDE (2) j2 SOUD BARE TINNED COPPER CONDUCTOR FROM GEN PLUG TO GROUND ROD. PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR FROM POWER METER TO GROUND ROD. PROVIDE (1) 412 SOUD BARE TINNED COPPER CONDUCTOR FROM EACH CABLE TRAY SEGMENT TO THE ADJACENT SEGMENT. PROVIDE (1) AWN GROUND BAR MOUNTED TO PARAPET AT TOP OF BUILDING. PROVIDE (1) MAIN GROUND BAR MOUNTED TO WALL AT BASE OF BUILDING. PROVIDE (1) j2 SOUD BARE TINNED COPPER CONDUCTOR BAR TO EQUIPMENT CABINET. (TYP OF 2 PER CABINET) PROVIDE GROUND BAR AT EACH END OF CABLE TRAY AND BARE TINNED COPPER CONDUCTOR FROM GROUND BAR TO PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR TO H -FRAME GROUND BAR. PROVIDE (2) #2 SOUD BARE TINNED COPPER CONDUCTOR EXTERNAL H -FRAME GROUND BAR. PROVIDE (1) MAIN GROUND BAR ON H -FRAME PROVIDE (1) MAIN GROUND BAR AT EQUIPMENT. PROVIDE (1) MAN GROUND BAR AT EACH SECTOR. FROM AWN GROUND PROVIDE (2) #2 SOUD EQUIPMENT BUS BAR. FROM TELCO CABINET FROM SAFETY BOX TO PROVIDE (2) j2 SOUD BARE TINNED COPPER CONDUCTOR FROM GROUND BAR TO GROUND BAR. EXISTING RETAINING WALL 'EXISTING PARAPET MOUNTED JUNCTION BOX TYP 22x34' SCALE 3/8'. 1'-0' 11'x17' SCALE 3/18'. 1'-0' 2 1 0 VERRQN WRELESS 10 UTILIZE DOSING POWR METER AND Ac PANEL EXISTING ABANDONED POWER METER EXISTING ABANDONED AC PANEL Cb(poo 10'-0' PROPOSED VERUZON RRELESS 1111U MOUNTED 10 DOSTING PARAPLT O'YP OF 3) PROPOSED VERIZON WIRELESS RAYQAP =fircEXIST1NG PARAPET SUPPRESSOR EXISTING SPRINT PANEL IF EXISTING FLUSH MOUNTED TO EXISTING PENTHOUSE (TYP OF 4) �-EXISTING ROOF ACCESS DOOR EXISTING STAIRWELL PENTHOUSE ifEXISTING STEPS OEN/PROPLUG NOUN= TO EXISTING P OSED 1/811ZON WIRELESS MW L AT GROUND LEVEL J 11 PROPOSED1-2'x20 2 SCREENED ANTENNA PLATFORMMOUN ECAREENT PROPI3SED LEMON WIRELESS SLEEPER MOUNTED COAX CABLE TRAY WITH (1) 8x12 HYBRID CABLE PROPOSED VERIZON MMI. MOUNTED MIPIIM GUSSET (TYP OF 2) PROPOSED VENDOR WIRELESS STEEL PIAIFORM STARS EXISTING HVAC PLUMBING LINE EXISTING_ HVAC UNIT PRCPOSED PANE. ANTENNA MOUNTED TO PROPOSED SCREENED WE1NN% MOUNT (TYP OF 4) ANTENNARIOPOSED SPUTTER/SURGE SUPPRESSOR MPROPOSED SCREENED OUNT 10 EXISTING ROOF DRAIN TYP PROPOSED VERIZON WIRELESS RRU MOUNTED TO PROPOSED SCREENED ANTENNA MODE (TYP OF 6) 4411NP ImA q Aim N,aIfs`MUM ,MHH VIII 11 'I III' MIILNIP MN II 11116. (OH II I N link.11.1I! `EXISTING BUILDING SEPA pIPPRO1 40471D O xl CU: verizonv IMPLEMENTATION TENT/CLEAT: L(LYNX 00 NOT SCALE DRAWINGS. CCNTRAC1OR MUST VERIFY AL DRAWINGS NAD ADASE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO 0000 SWIRL SMALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL ORAMIR108 AND SPECI1G1TINS MOWN 11E PROPERLY OF LYNX CC/FRUITING. INC. NEITHER LYNX CONSULTING. NC. NOR TE ARCHITECT WILL BE PROVIO0IG CONS1RUC ION REVIEW OF THIS PROJECT. REV DATE DESCRIPTION 5/17/18 ISSUED FOR RENEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TIRE PROPOSED GROUNDING PLAN PROJECT M MLER: DATE 5/16/18 PROPOSED GROUNDING PLAN PROFESSIONAL OF RECORD BEW 1 REVISION N0: 1 SHEET NO: E-3 2'-6" MIN OR 6" INSPECTION WELL GRADE LEVEL BELOW FROST LINE GROUND TESTING LOOP EXOTHERMIC WELD, FROM GROUND RING TO GROUND ROD EXOTHERMIC WELD FROM GROUND RING TO GROUND ROD FILL INSPECTION WELL WITH 3/4" CRUSHED STONE OR APPROVED EQUAL TO WITHIN 8" OF TOP EXTERIOR GROUND RING, N2 AWG SOLID BARE TINNED COPPER CONDUCTOR CONCRETE GROUND INSPECTION WELL WITH CAST IRON LID. 'GROUND" CAST ONTO LID. (CHRISTY CONCRETE PART #603 OR APPROVED EQUAL) 5/8'x10'-0' LONG COPPER CLAD GROUND ROD 22r GENNorT TTo SCALE GROUND ROD INSPECTION WELL 5 GROUND LINE TO BE A MIN OF 2'-6" BELOW GRADE OR 6" BELOW FROST LINE, WHICHEVER IS DEEPER 22x.34• SCALE NOT TO SCALE 11-x17 SCALE: NOT TO SCALE GROUND LEVEL EXOTHERMIC WELD GROUND RING. #2 AWG SOLID BARE TINNED COPPER CONDUCTOR GROUND ROD 5/8"0x10'-0" LONG COPPER CLAD STEEL ROD GROUND ROD 4 NOTES: 1. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER SPECIFICATIONS FOR THE PREPARATION OF WELDING SURFACES AND THE INSTALLATION CADWELDS. 2. ALL GROUNDING CONNECTIONS OF COPPER TO COPPER AND COPPER TO STEEL CONDUCTORS OF #8 AND LARGER SIZED CONDUCTORS SHALL BE CADWELD EXOTHERMIC WELDED CONNECTIONS. CONDUCTOR SPUCED WITH A CADWELD EXOTHERMIC WELDED CONNECTION SHALL BE CONSIDERED AS A CONTINUOUS CONDUCTOR. 3. ALL GROUNDING CONNECTIONS TO EQUIPMENT SHALL USE 2 -HOLE BOLTED LUGS. WHEN THE CONDUCTOR IS #'8 OR LARGER, THE LUG SHALL BE JOINED TO THE CONDUCTOR BY THE CADWELD PROCESS, OTHERWISE USE COMPRESSION LUGS. CABLE TO CABLE CONNECTIONS: TYPE TA TYPE XA CABLE TO GROUND ROO CONNECTIONS: TYPE GR TYPE GR (ONE SHOT) TYPE PT TYPE GT CABLE TO STEEL OR CAST IRON CONNECTIONS: TYPE VS TYPE VS (STEEL SURFACE) (STEEL PIPE) 22-x34" SCALE NOT TO SCALE 11"x1r SCALE NOT TO SCALE TYPE VB TYPE GT (ONE SHOT) TYPE GY TYPE VN TYPE NC TYPE GL CADWELD (EXOTHERMIC WELD) r2 EXTERIOR GROUND RING, #2 AWG SOLID BARE TINNED COPPER CONDUCTOR 22-04• SCALE: NOT TO SCALE 11x17 SCALE: NOT TO SCALE EXOTHERMIC WELD PARALLEL, NO 7 (90) WELDS ALLOWED NO SLAG OR DEFORMITIES ALLOWED MINIMUM BENDING RADIUS 24" TYPICAL JUMPER, #2 AWG SOLID BARE TINNED COPPER CONDUCTOR TYP GROUNDING CONNECTION 1. ALL GROUNDING SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT NEPA STANDARDS, NEC STANDARDS, LOCAL UTILITY REQUIREMENTS, AND WIRELESS CARRIER'S STANDARDS. 2. THE CONTRACTOR IS RESPONSIBLE FOR SEQUENCING GROUNDING AND UNDERGROUND INSTALLATION AS TO PREVENT ANY LOSS OF CONTINUITY IN THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. 3. ALL METALLIC OBJECTS SHALL BE GROUNDED. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 4. ALL OUTDOOR CONNECTIONS TO BE EXOTHERMIC CADWELD, INTERIOR CONNECTIONS CAN BE A PROPERLY APPLIED CRIMP TYPE UNLESS OTHERWISE SPECIFIED. 5. DO NOT INSTALL ANY GROUNDING ELEMENTS OUTSIDE OF THE CARRIER'S LEASE AREA. 6. ALL GROUNDING CONNECTIONS TO BE CLEAN AND FREE OF PAINT AT THEIR MATING SURFACES AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 7. MAXIMUM RESISTANCE OF THE COMPLETED GROUND SYSTEM SHALL NOT EXCEED 5 OHMS TO EARTH. 8. ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT AGENT SUCH AS NO -OX, NOALOX, PENTROX OR KOPR-SHIELD. 9. ALL EXTERIOR GROUND CONDUCTORS SHALL BE N2 AWG SOLID BARE TINNED COPPER UNLESS OTHERWISE INDICATED. 10. ALL GROUND CONNECTIONS SHALL BE AS SHORT, STRAIGHT AND DIRECT AS POSSIBLE. MINIMUM BENDING RADIUS FOR GROUNDING CONDUCTORS SHALL BE 8" WHEN BENDING IS NECESSARY. USE OF 90' BENDS IN THE PROTECTION OF GROUNDING CONDUCTORS SHALL BE AVOIDED WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. BENDS SHALL NOT EXCEED 90' IN ANY CIRCUMSTANCE. 11. NO SPLICES PERMITTED IN GROUND CONDUCTORS. 12. GROUND WIRES SHALL NOT BE INSTALLED THROUGH HOLES IN ANY METAL OBJECTS OR SUPPORTS TO PRECLUDE ESTABLISHING A 'CHOKE POINT'. 13. ALL GROUND CONNECTIONS BELOW GRADE SHALL BE EXOTHERMIC WELDED (CADWELD). 14. GROUND RING SHALL BE LOCATED A MINIMUM OF 2.-6" BELOW GRADE OR 6' BELOW THE FROST LINE, WHICHEVER IS GREATER. 15. INSTALL GROUND CONDUCTORS AND GROUND ROD A MINIMUM OF 1'-6" FROM EQUIPMENT PAD, SHELTER FOUNDATION, SPREAD FOOTING, OR FENCE. 16. ALL CONNECTIONS TO THE EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, UNLESS CONNECTING DIRECTLY TO A GROUND ROD. 17. GROUND RODS SHALL BE STAINLESS STEEL OR COPPER CLAD STEEL, 5/8'0 AND 10'-0"LONG AND SHALL BE DRIVEN VERTICALLY WITH THEIR TOPS 2'-6' BELOW FINAL GRADE OR 6* BELOW THE FROST LINE, WHICHEVER IS GREATER. SPACING SHALL BE A MAXIMUM OF 15'-0" AND A MINIMUM OF 8'-0" ON CENTER. 18. ALL EXOTHERMIC CONNECTIONS TO THE GROUND RODS SHALL START AT THE TOP AND HAVE A VERTICAL SEPARATION OF 6' FOR EVERY ADDITIONAL CONNECTION. 19. GROUND BUS BARS SHALL NOT BE FIELD MODIFIED. A 20. ALL GROUND BAR CONNECTIONS SHALL BE 2 -HOLE LUG COMPRESSION TYPE. 80, 21. ENSURE ALL MECHANICAL CONDUCTORS ARE TORQUED TO THE MANUFACTURER'S SPECIFIED VALUES. VP6.134 22. PROVIDE LOCK WASHERS ON ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. HARDWARE SHALL BE STAINLESS STEEL THROU�gEIHP/ 23. CONNECTIONS TO THE GROUND BUS BAR SHALL NOT BE DOUBLED UP OR STACKED. BACK TO BACK CONNECTIONS ON OPPOSITE SID E$ VF'TMV, /Tort BAR ARE PERMITTED. R Tic 24. TOWER SHALL BE GROUNDED PER MANUFACTURER'S RECOMMENDATIONS. AT A MINIMUM, THE TOWER SHALL BE GROUNDED IN TWO LOCA$Q , RR f_ L�� 25. ALL EXTERIOR METALLIC CONDUITS, PIPES, AND CYLINDRICAL OBJECTS SHALL BE BONDED TO THE GROUND CONDUCTOR WITH A PENN -UNION GT SERIiO,MP. BLACKBURN GUY SERIES CLAMP, OR A BURNDY GAR 3900BU SERIES CLAMP ONLY. SUBSTITUTIONS WILL NOT BE ACCEPTED. ��VV// 26. ALL GALVANIZED SURFACES DAMAGED BY THE EXOTHERMIC WELDING PROCESS SHALL BE REPAIRED USING A ZINC RICH PAINT. 3 CLIENT: verizonv IMPLEMENTATION TEAM/CLIENT: (LYNX DO NCR SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DRNWN/GS AND ADAM CONSULTANTS OF ANY ERRORS OR OIIISSONNS. NO VARIATIONS OR 1.100WICAT10NS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVgUS ISSUES OF T)IS DRAWINGS ARE SUPERSEDED Cr INE LATEST REVISION. ALL CRAVINGS AND SPECIFICATIONS REMAIN THE PROPERTY O: LYTO CONSULTING, INC. NEITHER LYNX CONSULTIM. NC. NOR THE ABOUTECT MIL BE PROVIDING COOIAUCTTON REVIEW OF TMS PROJECT. REV DATE DESCRIPTION 1 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE GROUNDING NOTES AND DETAILS MMBER: DAZE: 5/16/18 PROFESSIONAL OF RECORD BEW 22•x34" SCALE: NOT TO SCALE 11"x17 SCALE. NOT TO SCALE GROUNDING NOTES 1 1 1 SHEET NO: E-4 NOT USED I 6 NOTES: 1. GROUND CONDUCTORS SHALL BE 12 SOLID BARE TINNED COPPER WIRE UNLESS AN ALTERNATIVE SPECIFICATION IS PROVIDED BY THE EQUIPMENT MANUFACTURER. 2. EQUIPMENT SHALL BE GROUNDED PER MANUFACTURER'S SPECIFICATIONS. PROPOSED RRU 1 (TYP OF 9) 1 cia_ PROPOSED RAYCAP SURGE SUPPRESSOR/SPLITTER (TYP OF 3) PROPOSED PANEL ANTENNA (TYP OF 6) 22x34• SCALE: NOT TO SCALE 11 -or SCALE NOT TO SCALE PROPOSED GROUND BUS BAR NEAR PROPOSED ANTENNAS PROPOSED 12 SOLID BARE TINNED COPPER CONDUCTOR FROM PROPOSED EQUIPMENT TO PROPOSED GROUND BUS BAR NEAR ANTENNAS EQUIPMENT GROUNDING r5 NOTES: 1. GROUND KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 2. DO NOT INSTALL CABLE GROUND KIT AT A BEND. 3. GROUND WIRE SHALL ALWAYS BE DIRECTED DOWNWARDS TO A NEARBY GROUND BUS BAR AND TERMINATE WITH A TWO -HOLE LUG. 4. WEATHER PROOFING SHALL BE INSTALLED PER GROUND KIT MANUFACTURER SPECIFICATIONS. DO NOT USE COLD SHRINK. 5. AT A MINIMUM, GROUND KITS SHALL BE INSTALLED NEAR THE EQUIPMENT/SHELTER, AT THE BASE OF THE TOWER, AT THE MIDDLE OF THE TOWER AND NEAR THE ANTENNA ON EACH CABLE. CABLE GROUNDING KIT WEATHERPROOFING CABLE CLIENT: verizon'1 IMPLEMENTATION 'TEAM/CLIENT: ULYNX DO NOT SCALE DRMY 1S. CONTRACTOR MUST VERIFY ALL DRAWINGS AND WISE CONSULTANTS OF NW ERRORS OR OMISSIONS NO VARIATIONS OR MODW1CATICNS TO WORK SHORN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF LYNX CONSULTING, INC. NEITHER LYNX CONSULTING, NC. NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION RENEW OF 1135 PROJECT. 16 AWG STRANDED COPPER WIRE WITH GREEN, 600V, THWN INSULATION TWO -HOLE LUG REV DATE DESCRIPTION 22x34• SCALE NOT TO SCALE 11"x1r SCALE NOT TO SCALE CABLE GROUNDING 4 NOTES: 1. ALL HARDWARE SHALL BE 8-88 STAINLESS STEEL 2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KORP-SHIELD PENETROX TYPE "E" 3. ALL HOLES COUNTERSUNK 1/16" 4. ALL LUGS SHALL BE DOUBLE HOLED 5. HEAT SHRINK ALL OUTDOOR LUG CONNECTIONS GROUNDING CABLES FROM EQUIPMENT TO GROUND BAR (SEE DETAILS FOR PRESCRIBED CONDUCTOR SIZE) HEAT SHRINK ALL OUTDOOR LUG CONNECTIONS C o0 o O O o ALL EQUIPMENT GROUNDS TO TERMINATE IN 2 -HOLE LUGS NEW 4"x24"x1/4" COPPER GROUND BAR. CONSTRUCTION MANAGER TO VERIFY EXACT LOCATION AND INSTALLATION IN FIELD 0 0 c/o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0^ 0 /2 AWG SOLID BARE TINNED COPPER CONDUCTOR TO BURIED GROUND RING EXOTHERMIC WELDED TO GROUND BAR 2'-0" (FIELD VERIFY) ISOLATOR r_ ISOLATOR OF 2) —TYPE HS CADWELD NOT USED 3 22-x34" SCALE: NOT TO SCALE 11 1r SCALE: NOT TO SCALE NOT USED 2 22'x34" SCALE: NOT TO SCALE 11'07' SCALE NOT TO SCALE E PARATE AP (! q�yD ROVAL 5/17/18 ISSUED FOR REVIEW PROJECT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 SHEET TITLE GROUNDING DETAILS PROJECT NUMBER: DATE: 5/16/18 DRAFTER BEW PROFESSIONAL OF RECORD BEW REQu,RED REVISION NO: SHEET NO 1 E-5 GROUND BUS BAR 1 QUANTUM CONSULTING ENGINEERS May 17, 2018 STRUCTURAL CALCULATIONS (Permit Submittal) VERIZON SEA — HUBBELL 5301 SOUTHCENTER BLVD. TUKWILA, WA 98188 Quantum Job Number: 18067.02 Adapt Engineering Job Number: WA17-21087-STR Prepared for: ADAPT ENGINEERING, INC. 615 8Th Avenue South Seattle, WA 98104 Prepared by: QUANTUM CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 REVIEWED FOR CODE COMPLIANCE APPROVED NOV 2 7 2018 City of Tukwila BUILDING DIVISION RECEIVn CITY vii 'TUKWILA MAY 21 2018 PERMIT CENTER pts- 0158 QUANTUM I CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 VERIZON SEA — HUBBELL 5301 SOUTHCENTER BLVD, TUKWILA, WA 98188 QUANTUM JOB NUMBER: 18067.02 ADAPT ENGINEERING JOB NUMBER: WA17-21087-STR TABLE OF CONTENTS DESIGN CRITERIA A-1 ANTENNA FRAMES AND PLATFORM REVISIONS B-1 APPENDICES C-1 INFORMATION FROM ADAPT ENGINEERING D- 1 QUANTUM 1 CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 VERIZON SEA — HUBBELL 5301 SOUTHCENTER BLVD, TUKWILA, WA 98188 QUANTUM JOB NUMBER: 18067.02 ADAPT ENGINEERING JOB NUMBER: WA17-21087-STR DESIGN CRITERIA QUANTUM CONSULTING ENGINEERS STRUCTURAL DESIGN CRITERIA VERIZON SEA — HUBBELL 5301 SOUTHCENTER BLVD, TUKWILA, WA 98188 QUANTUM JOB NUMBER: 18067.02 ADAPT ENGINEERING JOB NUMBER: WA17-21087-STR CODE CRITERIA: BUILDING CODE 2015 INTERNATIONAL BUILDING CODE BUILDING DEPARTMENT CITY OF TUKWILA WIND CRITERIA 110 MPH; EXPOSURE "B" RISK CATEGORY = II Kr= 1.00 SEISMIC ZONE SDC = D SITE CLASS = D a,= 1.0, R, = 2.5 (NON-STRUCTURAL COMPONENTS) IE = 1.0 SS = 1.468, S, = 0.548 SDS = 0.979, SDI = 0.548 SNOW 25 PSF MATERIALS CRITERIA: CONCRETE (28 DAY STRENGTH): EXISTING CONCRETE f'c=3,000 PSI REINFORCING STEEL: GRADE 60 IN EXISTING CONCRETE Fy=60,000 PSI MASONRY:(HOLLOW CMU -GRADE N) DESIGN STRENGTH F'm=2,000 PSI STRUCTURAL STEEL: MISCELLANEOUS SECTIONS: A-36 Fy=36,000 PSI TUBE SECTIONS: A-500 Fy=46,000 PSI PIPE SECTIONS: A-53 Fy=35,000 PSI WELDING Fy=70,000 PSI WIDE FLANGE: A992 Fy=50,000 PSI A-1 VERIZON SEA — HUBBELL 5301 SOUTHCENTER BLVD, TUKWILA, WA 98188 QUANTUM JOB NUMBER: 18067.02 ADAPT ENGINEERING JOB NUMBER: WA17-21087-STR ASSEMBLY WEIGHTa: PENTHOUSE & LOWER ROOF LOADS COMMENTS STANDARD ROOFING 3.0 PSF 1/2" PLYWOOD SHEATHING 1.5 PSF ROOF TRUSSES @ 24" 0.C. 4.0 PSF INSULATION 1.5 PSF LIGHTS, DUCTS 0.7 PSF 5/8" GWB 2.8 PSF MISCELLANEOUS 1.5 PSF GRAVITY ROOF DL 15.0 PSF SL = 25 PSF BUILDING ROOF LOADS COMMENTS WATERPROOFING AND ROOF MEMBRANE 2.5 PSF 10"X 8' DYNASPAN HOLLOW CORE PLANK 69.0 PSF INSULATION 1.5 PSF LIGHTS, DUCTS 0.5 PSF 5/8" GWB 2.8 PSF MISCELLANEOUS 0.7 PSF GRAVITY ROOF DL 77.0 PSF SL = 25 PSF FLOOR LOADS COMMENTS FLOORING 2.5 PSF 10"X 8' DYNASPAN HOLLOW CORE PLANK 69.0 PSF INSULATION 1.5 PSF LIGHTS, DUCTS 0.5 PSF 5/8" GWB 2.8 PSF MISCELLANEOUS 0.7 PSF GRAVITY ROOF DL 77.0 PSF LL = 75 PSF (RETAIL UPPER) LL = 100 PSF (RETAIL LOWER) A-2 VERIZON SEA - HUBBELL 5301 SOUTHCENTER BLVD, TUKWILA, WA 98188 QUANTUM JOB NUMBER: 18067.02 ADAPT ENGINEERING JOB NUMBER: WA17-21087-STR EXT. CMU WALL LOADS COMMENTS 8" CMU MID -WEIGHT/ PARTIAL GROUT 48.0 PSF 3 5/8" BRICK VENEER 39.0 PSF INSULATION 1.5 PSF MISCELLANEOUS & ELECTRICAL 0.7 PSF 5/8" GWB 2.8 PSF GRAVITY ROOF DL 92.0 PSF EXT. WOOD WALL LOADS COMMENTS 3 5/8" BRICK VENEER 39.0 PSF 15/32" PLYWOOD SHEATHING 1.7 PSF FRAMING 2X6@ 16" 0.C. 1.7 PSF INSULATION 2.0 PSF MISCELLANEOUS & ELECTRICAL 0.8 PSF 5/8" GWB 2.8 PSF GRAVITY ROOF DL 48.0 PSF EXTERIOR GLAZING 8.0 PSF A-3 2/15/2018 Design Maps Summary Report Design Maps Summary Report User-Specifled Input Report Title Verizon SEA -Hubbell, 5301 Southcenter Blvd., Tukwila, WA, 98188 Fri February 16, 2018 00:50:17 UTC Building Code Reference Document 2012/2015 International Building Code (which :itilizes U5G5 hazard data available in 2008) Site Coordinates 47.4647°N, 122.2676°W Site Soil Classification Site Class D - "Stiff Soil" Risk Category I/II/III Vast) oft Burin t)es MOlne% USGS-Provided Output Ss = 1.468 g Sl = 0.548 g SMs = 1.468 g SMI = 0.823 g 'Renton `Kent I ssa ah Maple Valley • S0s = 0.979 g Sol = 0.548 g Fi For information on how the 5S and S1 values above have been calculated from probabilistic (risk -targeted) and deterministic ground motions in the direction of maximum horizontal response, please retum to the application and select the "2009 NEHRP" building code reference document. e Response Spectrum Period T (sec) CA O Oeaipn Response Spectrum M) LA) 7.23 1.417 7.60 LI) 200 Period, T (sec) Although this information is a product of the U.S. Geological Survey, we provide no warranty, expressed or implied, as to the accuracy of the data contained therein. This tool is not a substitute for technical subject -matter knowledge. A-4 Mips://earthquake.usgs.gov/cn1 /designmaps/us/summary.php?template=minimal&latitude=47.4647&longitude=-122.2676&siteclass&riskcategory=0... 1/1 i 2/1542018 Search Results for Map ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date: Thu Feb 15 2018 Latitude: 47.4647 Longitude: -122.2676 ASCE 7-10 Windspeeds (3 -sec peak gust in mph*): Risk Caattegory 1. 100 R sk ateggory 101 Risk Category III -N: 115 /MRI** 10 -Year: 72 MRI'" 25 -Year: 79 MRI** 50 Year: 85 MRI** 100 -Year: 91 Value used in Design ASCE 7-05 Wlndspeed: 85 (3 -sec peak gust in mph) ASCE 7-93 Windspeed: 70 (fastest mile in mph) 'Miles per hour 'Wean Recurrence Interval Users should consult with local building officials to determine if there are communay-specific wind speed requirements that govem. IS Print your results ceOnotTOWN White Center awten Normandy Park C ®Seattle- t asoma International Airport SeaTac Ort3tia Renton Newcastle r•f Gouge Mounts Region Wildland I r Coalfield East Renton Highlands Ma ph Heights -t Cass de-Fairwood Deain Kent `jam East Hill -Meridian Map t Report?a',rimap error WINDSPEED WEBSITE DISCLAIMER While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not Intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the windspeed load report. Sponsored by the ATC Endowment Fund • Applied Technoloav Council • 201 Redwood Shores Parkway, Suite 240 • Redwood City, California 94065 • (650) 595-1542 A-5 http://windspeed.atcouncil.org/index.php?option=corn_content&v'iew=article&id=10&dec=1 &latitude=47.4647178&iongitude=122.2675877&risk categ... 1/1 QUANTUM ! CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 VERIZON SEA — HUBBELL 5301 SOUTHCENTER BLVD, TUKWILA, WA 98188 QUANTUM JOB NUMBER: 18067.01 ADAPT ENGINEERING JOB NUMBER: WA17-21087-STR ANTENNA FRAMES & PLATFORM REVISIONS 114? -4-1-0 f-raulSit> = Co2,o rS * Z,0F rby 3th." (di: 444 -"ell Ac raQn lOrtyii&el) * Top o Cr lLnn4 Suck."' = r �t') — W, rd Lod (Lacs ? 1oLJ-A4451-f= 3'S" L4:5 Inver peels fad-) Ci 'rely (Ott -P. (Cc.) ( l.© ) J �S 1,-01 Pra,4,34cnd1�te 1 6r stir. 5C -cat -en mot S Y3 : o?o ta>> s h ra itto = a.? Ab S . le to" cf P42.,- 0)9_'4-1 o f AsC6 a -to ,=r7 ( CocF 1.8 0 (,) 14.E PMS Sur Wp C1 -12•P roM 44 W, L-0001 Cr 0-114r 54-r, ret.5 o J 4//0,...J,45 GWYli n� t5uAc,_"c„, co.sSfpre_GCS 1^Es"'>� va oU t.LAA Wp , 30,v psF l/ 61)-4r c)4-, j try, fl v ". r ...'/s � r-4,0415 /.-L=1 obi 7144---, 44° "9"3.9 ACE -A) Sass ,,.. c �aJ c r /3,, Aioni P b 4141 - o. y S W cLeFoyi t Ls re. 1,? . —PS "-. QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 _„C 71 i'ac/n t0��n� www.quentumce.com client CONSULTING ENGINEERS VQ.reron SE - 14t.$14642,0 os)ttsLata date designer project checked by 4044 7, od project no. #) sheet QUANTUM I CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 Project VER SEA-Hubbel T. 206.957.3900 F. 206.957.3901 Job # 18067.02 Page Client Adapt Engineering Subject Wind Load on Other Structures By Checked MDA Date 05/17/18 Date WIND LOAD ON OTHER STRUCTURES AND BUILDING APPURTENANCES (ASCE 7-10, CHAPTER 29) STEP 1: DETERMINE RISK CATEGORY RISK CATEGORY: 11 (SEE TABLE 1.5-1) STEP 2: DETERMINE BASIC WIND SPEED, V FOR APPLICABLE RISK CATEGORY BASIC WIND SPEED, V 110 STEP 3: DETERMINE WIND LOAD PARAMETERS WIND DIRECTIONALITY FACTOR, Kd EXPOSURE CATEGORY B, C OR D TOPOGRAPHIC FACTOR, Ke GUST EFFECT FACTOR, G 0.85 B 1.00 0.85 MPH, (3) SECOND GUST FROM BLDG. DEPT. WEBSITE (SEE SECTION 26.6 AND TABLE 26.6-1) (SEE SECTION 26.7) (Per Seattle DPD Wind Map) (SEE SECTION 26.9) STEP 4: DETERMINE VELOCITY WIND PRESSURE COEFFICIENT HEIGHT, z MEAN ROOF HEIGHT, h TERRAIN EXPOSURE CONSTANT, a TERRAIN EXPOSURE CONSTANT, zg VELOCITY PRESSURE COEFFICIENT, Kz VELOCITY PRESSURE COEFFICIENT, Kh 50.3 36.5 7.0 1200.0 0.81 0.74 FT FT (SEE TABLE 26.9-1) FT (SEE TABLE 26.9-1) (SEE TABLE 29.3-1) (SEE TABLE 29.3-1) NOTES: 1. a = 7.0 FOR EXPOSURE 'B', 9.5 FOR EXPOSURE 'C', OR 11.5 FOR EXPOSURE 'D' 1. zg = 1200 FOR EXPOSURE 'B', 900 FOR EXPOSURE 'C', OR 700 FOR EXPOSURE 'D' STEP 5: DETERMINE VELOCITY PRESSURE qz OR qh qz = 0.00256*Kz*Kzt*Kd*V2 21.38 PSF (EQUATION 29.3-1) qh = 0.00256*Kh*Kzt*Kd*V2 19.51 PSF (EQUATION 29.3-1) B-2 QUANTUM 1 CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 Project VER SEA-Hubbel T. 206.957.3900 F. 206.957.3901 Job # 18067.02 Page Client Adapt Engineering By MDA Date 05/17/18 Subject Wind Load on Other Structures Checked Date STEP 6: DETERMINE FORCE COEFFICIENT FORCE COEFFICIENT, Cf 1.8 SEE FIGURE 29.4-1 NOTES: 1. SEE FIGURE 29.4-1 FOR SOLID FREESTANDING SIGNS OR SOLID FREESTANDING WALLS 2. SEE FIGURE 29.5-1 FOR CHIMNEYS, TANKS, ROOFTOP EQUIPMENT 3. SEE FIGURE 29.5-2 FOR OPEN SIGNS, LATTICE FRAMEWORKS 4. SEE FIGURE 29.5-3 FOR TRUSSED TOWERS. STEP 7: DETERMINE WIND FORCE F SOLID FREE STANDING WALLS AND SOLID FREESTANDING SIGNS GROSS AREA OF SIGN OR WALL, As WIND PRESSURE, p = qh*G*Cf WIND FORCE, F = qh*G*Cf*As 212.1 FT2 29.8 PSF (LRFD) 6331.0 LB (EQUATION 29.4-1) ROOFTOP STRUCTURES AND EQUIPMENT FOR BUILDINGS WITH h 5 60 FT VERTICAL PROJECTED AREA, Af HORIZONTAL PROJECTED AREA, Ar (G*Cr) FOR HORIZONTAL PRESSURES (G*Cr) FOR VERTICAL PRESSURES HORIZONTAL PRESSURE, ph = qh*(G*Cr) VERTICAL PRESSURE, pv = qh*(G*Cr) HORIZONTAL FORCE, Fh = qh*(GCr)*Af VERTICAL FORCE, Fv = qh*(GCr)*Ar OTHER STRUCTURES PROJECTED AREA NORMAL TO WIND, Af WIND PRESSURE, p = qz*G*Cf WIND FORCE, F = qz*G*Cf*Af 0.0 0.0 0.0 0 FT2 FT2 (SEE SECTION 29.5.1) (SEE SECTION 29.5.1) PSF PSF LB (EQUATION 29.5-2) LB (EQUATION 29.5-3) FT2 PSF LB (EQUATION 29.5-1) B-3 QUANTUM 1511 Third Avenue, Suite 323 T. 206.957.3900 Seattle, WA 98101 F. 206.957.3901 CONSULTING ENGINEERS Project VERIZON SEA-HUBBEL Job # 18067.02 Page Client ADAPT ENGINEERING By MDA Date 05/17/18 Subject ANTENNA MODIFICATIONS Checked Date PROJECT DESCRIPTION FOR THIS PROJECT A NEW ANTENNA PLATFORM AND SCREEN WALL IS TO BE INSTALLED. IN ADDITION TO THE ANTENNA PLATFORM, APPURTENANCES USING SIMILAR STYLE ANTENNA MOUNTS ARE TO BE INSTALLED. BOTH OF THEM USE THE SAME STYLE OF WALL MOUNT BRACKET AND ANCHORS USED TO ATTACH THE BRACKETS (NEW AND PROPOSED) TO THE EXISTING WALL. FOR THIS PROJECT, THE EXISTING ANTENNA MOUNTS WILL BE ANALYZED FOR THE NEW APPURTENANCES. DESIGN LOADS SEISMIC LOAD (ASCE 7-10, CHAPTER 13: NON-STRUCTURAL COMPONENTS) Fp ap Rp z/h Sds Ip Fp,max 1.57 Fp,min 0.29 Fp,design 0.48 0.48 Wp (LRFD) [EQUATION 13.3-1] 1.00 2.50 1.04 0.98 1.00 TABLE 13.6-1 FOR COMMUNICATIONS EQUIPMENT TABLE 13.6-1 FOR COMMUNICATIONS EQUIPMENT ANTENNAS AT ROOF LEVEL Wp (LRFD) [EQUATION 13.3-2] Wp (LRFD) [EQUATION 13.3-3] Wp (LRFD) B-4 111- W old Loyd C 5 a , sera a, 4I-4`)°5"2.4.,, = 0 F.1) C ao, co ) — 5a/5"j c �fca CJc s . Z f $ to 7 8 /0 11 Pc 5 .4-o4nna 4.s /Qn'7'r-»ryo 135-0/woo '4n -nn Q4uS d /a AS' RRus eaa i t /33 RRu 5 3.1 8/0 RRU$ 3a- g� 5fD Pd CG bones ++ I co6taI to b)5 -n net rc..o 5exaa.e) )4.,, An.k. na SGe/G4.dn GRP 02 y"¢ srn ?• 3 5 3- 41,5 /'/a'X3It0 S 6't 64. sr o. pip/ /SRP Wf bxbx ale" FRP CO fox 1 Vex I " WF IdxaJ' wF /AA i61 Cats) PIOroe 0,-1 U„;. 4 5-t F PSI PQM P -PF piF psF- piF 3,s plF./ LI y) 3, 30 0?1 0/14 of) 18 Lob /6.- cPAI f58 /6 3Go to 065e.142.449. ->r --- 7,1,1,,A) 7,1,1,iei'. ID tS 14. at t.J4ic��ilulu jI� �' 4410 114, b ►3 /a11 kG ybd 8 344- 3 8 44- 38 So. 88 Ohs) e - as 13 34.1 /o Oa. a a 5 - QUANTUM I CONSULTING ENGINEERS 7,St►b LS /$04.9..6d date project no. designer sheet B-5--- 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 vow w.quantumce.com project client rr nu i � l.fLW 0 fI c checked by b,LAng Fr( -b4 , rf;122 IN10 F.12 /41 4N13 1-N14 N23 .N16 N16 142 c) 21 2 1C1-3 N17 1N18 N24 11419 N20 —11s14 N5 N7 N21 N9 t411 Loads: BLC 1, Self weight Envelope Only Solution Adapt Engineering MDA 18067.02 Verizon SEA-Hubbel-Alpha Sector ! SK - 3 May 16, 2018 at 3:18 PM untited.r3d B-6 N6 M 'N22 =N1O TN12 ! i --.2394114 1N23 -.217015 1N2 -.219016 ‘f -.037k N3 N17 N18 N24 1-N119 N20 61%14 N5 N7 N21 N9 N11 'Loads: BLC 2, Appurtenances Envelope Only Solution Adapt Engineering 1MDA 18067.02 Verizon SEA-Hubbel-Alpha Sector SK - 2 May 16, 2018 at 3:17 PM untltled.r3d B-7 itsi6— -- 1N8 N22 Vi -0--- -1412 i . , 1 1 N13 -.115k -.021k -.09k N14 t23 4,1115 N16 3N2 •.115k , -.104k -.105k L.021k ,-.021k -.018k -.09k 14-.021k "rN3 IN171N18 1N24 IN20 }N4 N5 :N19 N7 N21 N9 N11 Loads: BLC 3, Seismic Envelope Only Solution Adapt Engineering MDA 18067.02 Verizon SEA-Hubbel-Alpha Sector SK - 1 May 16, 2018 at 3:17 PM untitled.r3d B-8 ISA A NEMETSCHEK COMPANY Company Designer Job Number Model Name Adapt Engineering : MDA 18067.02 : Verizon SEA-Hubbel-Alpha Sector May 16, 2018 3:19 PM Checked By: Member Primary Data Label I Joint J Joint 1 M1 N1 N2 • 2 M2 N3 . N4 , 3 M3 N5 N6 • 4 • 5 6' 7 M7 N21 N22 K Joint Rotate{d...Section/Shape Type , Design List Pipe Frame, Beam , Pipe , (Pipe Frarnei_Beam4 Pie ., 'Antenna Mo...1 Column Pipe M4 N7 N8 _ Column M5 N9 . N10 M6 N11 N12 (Antenna MoColumn pipe Antenna Mo... Column pj Antenna Mo... Column Pipe Member Point Loads (BLC 2 : Appurtenances) Member Label M3 M4 M5 M6 _ M7 1 - Member Point Loads (BLC 3 : Seismic) Material Design Rul.., A500 Gr.B RND Typical A500 Gr.B RND Typical , A500 Gr.B RND Typical A500 Gr.B RND ' Typical A500 Gr.B RND Typical A500 Gr.B RND Typical A500 Gr.B RND Typical Direction ._ Magnitudelk k -ft] Y -.239 Y -.239 Y , Y Y Locationift, %J 7.5. -.217 7,5 -.219 7.5 -.037 5.5 3 4 5 7 T �9 10` Member Label M7 M7 M3 M4 M5 M6 M3 _M4 M5 M6 Direction Z zz Z z -- 2' Z Z Z Mpg nitudejk,k-ftJ -.018 -.021 -.021 -.021 -.021 -.021 -.115 -.115 -.104 — Joint Loads and Enforced Displacements (BLC 3 : Seismic) Location[ft,%] 5.5 6 6 6 6 _ 6 7.5 7.5 7.5 7.5 __ Joint Label _ N23 N24 Basic Load Cases L L Direction 7 Z Macanitudegk,k-ftl,(n radJ (k's"2/ft... -.09 -.09 BLC Description 1 Self weight - 2 ; Appurtenances 3 Seismic Load Combinations Category .X Gravity Y Gravity Z Gravity Joint DL DL EL -1 Point DistributedArea(Me...Surfacet... 5 10 Description Sol..PD..SR 1 ,IBC 16-8_Yes, Y _ 2 IBC 16-12 .Yes Y 3 IBC 16-12 4 -Yes y . 4 IBC)6-14 ...Yes~ y 5 IBC 16-14 ..Yes Y . 16-14; 6 13C 16-16 Yes' 7 IBC 16-16 .:Yes y ._BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLC Fact...BLCFact...BLC Fact...BLC Fact...BLC Fact...BLC Fact... 4DL4 1 EL .7 DL 1 EL -.7 DL 1 EL .525 LL .75 LLS .75 DL 1 , EL -.525. LL , .75 LLS .75 DL,. .6 EL, 7 DL .6 EL -.7 RISA -3D Version 16.0.3 [C:\Users\malvarado.QUANTUMCE\Documents\RISA\Model Files\untitled.r3dLPage 1 • Company Designer Job Number ANEMETSCHEK COMPANY Model Name : Adapt Engineering : MDA : 18067.02 : Verizon SEA-Hubbel-Alpha Sector May 16, 2018 3:19 PM Checked By: Envelope Joint Reactions Joint N1 N2 X jkj LC nig LC Z jkJ _ LC MX jk-ftl max, -.051 i 6 ; .393 : 1 .198 2 0 min -.086 .235 6 -.198 3 0 ,max, .087 1 .384 _ 1 + .192 , 2 0 min .052 6 .23 _ 5 -.192 3 0 N3 ' max, .086 _ r 1 , .39 , 1 .065 } 6 } L y min . .051 6 .234 6 -.065 7 7 - N4 „max1 -,052 _ 6 . _ .381 1 .064 6 _ 8 min . -.087 „„„1 , .229 5 -.064 7 9 Totals: ,max , 0 , 1 , 1.547 , 1 .519 6 _10_ _ _min 0_ 6 .928 ___6 -.519 7 Envelope AISC 14th(360-10): ASD Steel Code Checks 0 0 0 LC MY_ jk-ftj LC MZ jk-ftL LC ,1.-_0- ,.1, 0 41 1 0 1, 0 1 1 0 1 A 0 1 •- 1 - 0 1 . 0 -1_ 0 1 . 0 :1 1 0 1 0 1 1 0 1 _ 0 , 1 1 0 1 0 1, Member,Shape Code C.., Locjftj LC Shear ... Locjftj Dir LC Pnc/om jkj 1 r M1 PIPE 4.0 .200 ,6.783.2 , .020 0 3 2 , 22.981 :_ 2 _ _ M4 PIPE 4.0 _ .172 6.783 2 .Q1$ 0 2 2 3_ M3 PIPE 2.0 : .308 . .5991 2 .040 7,547, , 2 4.949 , 4_ M4 PIPE 2.0 .125 .599 2 .019 7.547 4. 2 4,949 r_ 5 _ _ _ M5 _ PIPE 2.0 . .126 _ .599 , 2 .019 7.547; , 2 ; 4.949 , 6 M6 PIPE 2.0 .305 .599 2 .039 7.547 2 4.949 7 M7 PIPE 2.0 .052 5.99 2 .003 .599 6 4.949 Pnt/om NM yy/om 74.443 , 8.488 2,981 74.443 8.488 25.653 1.494 25.653 7 1.494 25.653 T1.494 25.653 1.494 25.653 + 1.494 ...Mnzzlom ... Cb Eon 8.488 1...1 H1 -1b 8.488 1•H1 -1b, 1.494 12..„.1 -11 -lb 1.494 2••4H1 -1b- 1.494_2•••• H1 -1b 1.494 2..., H1-1 b 1.494 2.••• H1 -1b RISA -3D Version 16.0.3 [C:\Users\malvarado.QUANTUMCE\Documents\RISA\Model Files\untitled.r3d Pae 2 10 rro •,•, 1r.•,.2 s;s 3 IN we oS'k++•r, 414 l t o ,,i25 s s jtQ t ; 3931'5 F ?9$ !bs , a = 38411 r -7.11? I ds I Itis ; 6: 6 #lbs Qa 3 r)2. 39016s ; C= 49 sibs , 4 SGrQA-/? 1,30.0 It Pia1Ponn tris 13¢.0.d Lcd :C stxae n i - c= 4P) Ws r_ St -rad -et F2f WF (5 pg.) 60,01) + (s. 8 pay) WS = G 5•g load L JGrae wed — F 02P) (45101:5c -,04,,t + FRPWP + Fa 0.4 (5p5F)(lac')U,?.o')+(5.8 00 (605))+(p5 .) f,q)--) Wyle rs a -16s Fait? ws1 (0. 148) tum : (l ssa its )0.44) I'S /Ls . t.ue.cog Kest/-SA° °') 4-(5,s0g)(44+')+Cs, ase00C9 iIs 0 165. WS3 to- '1B) i.,e.FO (i 45) (D, V8) = d'yo 45 44-4F4)// (5P*P) t ra,o )) + (5.8';00) ( 131,b)) ,- (7s>> ( 99.3--)) t$o3 I6s 0S4 (o.qt 1_4A.15 _ 0jg0316s) co,g8) _ g45-165 QUANTUM 1511 THIRD AVENUE SUITE 323 SEATTLE, WA 98101 TEL 206.957.3900 FAX 206.957.3901 www.quantumce.com client CONSULTING ENGINEERS VCr,+r'I Zp n S t A Pu Wadi project nG 4-i ^C 4,14144 MN I of? date project no. designer sheet checked by -B-11 G) 4, Ws itW F (0 1,041.75 541tr'-4C. LGA'; l�r tcrMf CAMP)( g8.o)) t,;JA).( 18.o') t (°.71»F) (3607P) - a S4& Ns 4- 3 L rb s 4- 385a !bs .74 lbs to5►t Co.ti ) Le -00 = /67242 Weay&) =3 ?VD/Ls / a * _ s 34,4 - F +- to moo- i n p (A, p,?A) (e oC /o, 4,5 P) C 36 ° sF) ,?p$ 0 4s , 38 r,„) /Ls WS3gH 2 g3P lbs FE s*,.{ = 6)5 sit Li (o•tts)e.erc (5,3,1/h)(6,518) = ?848 1451 0) ec24saas Ori- ., ?b��t �5 Aoto,roll +0 5uppoc-4 41.4 Gr,�lannG G�jnw,-'Me1Gnf.a.5 Grid i j -ice's GC �tnC b�. ; 4 II /` QUANTUM I CONSULTING ENGINEERS t/Q,rf .2p^ -1u6 A 1511 THIRD AVENUE project SUITE 323 SEATTLE, WA 98101 TEL 206.9573900 FAX 206.957.3901 www.quantumce.com client I6 Lidos %Babb dategnneerr project no., designer sheet �// checked by B -12 -- 4 /N2 _. _ i N7_ / fiii 4 g 445 'N19 ` N24 _ / 0 ,,..224 ., t112 45/ 1g23 . /ivr1 - �� // N25 • 7N4 N5 �`o'. E N8 MI N1 FJ13 / �ry N20 13 N17 i4ti t41 Loads: BLC 1, Self Weight Envelope Only Solution Quantum Consulting Engin.,. TN6 d 'N3 N18 SK -10 MDA Verizon SEA-Hubbel-Antenna Platform May 17, 2018 at 10:49 AM , 18067.02 antenna platform revlslon.r3d B-13 x142 ;g7 /741'4.1 k t' Z 4 `i!HS -1.1 k N19 /TU -. .' - 0412 -- -.8k a.� /' -1.26k __ _ 2.411 --i_ -1.20* - �6i� /`N25---. N4 / <-1"/ 4_ /NE/ <Sg- ./ /51 i\121 tV8 hT1 — // / // N20 �'/ �N17 Mi0 d9 - . /: -.77k / // 041-1 - - -.77k / 1\115 - -t _ / Loads: BLC 2, Appurtenances ;Envelope Only Solution Quantum Consulting Engin.;. MDA 18067.02 7'N6 ,N3 N18 Verizon SEA-Hubbel-Antenna Platform SK -11 May 17, 2018 at 10:49 AM antenna platform revision.r3d B-14 -.07k .06610ft -.067k -.067k Loads: BLC 3, Framing & Screen Envelope Only Solution Quantum Consulting Engin... MDA 18067.02 Verizon SEA-Hubbel-Antenna Platform SK, -12 I May 17, 2018 at 10:49 AM antenna platform revislon.r3d B-15 Loads: BLC 4, Snow Toad Envelope Only Solution Quantum Consulting Engin.,. MDA 18067.02 r 'N3 Mi .N18 SK - 13 Verizon SEA-Hubbel-Antenna Platform ! May 17, 2018 at 10:50 AM antenna platform revision.r3d B-16 ger .071 k/ft,�' .263k,/ `! N19 /'N-1-4 M5 568k # Mn 2 1(74 2 kgk N4 A - - IN2t N -Zs N8 N20 - N6 r N3 2 'I\118 Loads: BLC 5, Seismic X Envelope Only Solution Quantum Consulting Engin.,. I SK -14 MDA Verizon SEA-Hubbel-Antenna Platform May 17, 2018 at 10:50 AM 1 18067.02 antenna platform revision.r3d B-17 .085k/ft - N5 Nt Z +N 17 .263 .745k .09k/ft / NT �'Ni4 }N 19hIZ4 .528k- _ M 8t .R8k � ✓Gl4 -2 ?12 - . 4� `'� .�'NZS .6k� - a '►125 --09k/.14 N4 �3. .6k \..1`,‘,..— f421 s' ZI �N8 r.745k N20 1713 413 Mio—Ng.256�k h.1 08< tt � •N6 �N3 N18 !Loads: BLC 6, Seismic Z Envelope Only Solution Quantum Consulting Engin... SK - 15 MDA Verizon SEA-Hubbel-Antenna Platform May 17, 2018 at 10:50 AM 18067.02 antenna platform revision.r3d B-18 .315k/ft c)47. /M /4724-----""7-:.--...,,.,. Ms 4N19 •r422 -____ , ql"::... , •-../f , .-N25 .3151<ift,_ / 4N1 z N17 Loads: BLC 7, Wind X Envelope Only Solution Quantum Consulting Engin.,. MDA 18067.02 N6 N3 Zi N18 Verizon SEA-Hubbel-Antenna Platform - tlatkift r N4 N8 N20 SK - 16 • May 17, 2018 at 10:50 AM antenna platform revision.r3d B-19 .315k/ft/ .031 k/ft N5- 1 2 N17 ,Loads: BLC 8, Wind Z I Envelope Only Solution Quantum Consulting Engin.,. SK 17 MDA Verizon SEA-Hubbel-Antenna Platform May 17, 2018 at 10:50 AM k13 Mip N3 .''►� r4 _ M5 t'f22_ 4 / N'r2 / ' N23 - • NT5 .518k/f1,� .1}3uuft N6 co N3 N18 f14113 - N25 / N4 ,N21 N8 s N20 18067.02 antenna platform revision.r3d B-20 IhRIs• A NEMETSCHEK COMPANY Company : Quantum Consulting Engineers May 17, 2018 Designer : MDA 10:53 AM Job Number : 18067.02 Checked By: Model Name : Verizon SEA-Hubbel-Antenna Platform Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rul... A [in2j lyy,jin4jIzzJjn41_ J OM) _ 11 - _ I�W F#26 ; W 12x26 a Beam 1 Wide Flange a A992_ _ Typical 7.65 T 17.3 i 204 I .3 C^ 2 WF#19 l W12x19 I Beam 1 Wide Flange 1 A992 Typical 5.57 ' 3.76 1 130 .18 I. 3 5" Post 1 PIPE_5.OX ; Column Pipe 1 A500 Gr.B RND LTypical 5.73 19.5 1 19.5 I 39 I Member Primary Data Label I Joint J Joint KJoint Rotate(d...Section/Shape Type Design List Material Des Rul... 2 N2 _ . I_ 1, -.1 .M1 . - - -4- 1 1 M2 N3 1 N4 _ 4 WF#26 WF#26 Beam wide Flange 1 A992 ' Typical A992 I. Typical 1 _._ A992 --- ! TIP !PAL A992 T Typical 1I Beam , Wide Flange 1 Wide Flange l ' Wide Flange 3-_ 4 M3.--. I- N5 _ N6- +- - r - _ _ WF#26 4.Beam4 WF#26 Beam _ M4 N7 N8 �5 _ 1 M5 � , N2 -- N4 + - 6 1 M6 N9 1 N10 ' _W F#26 -' WF#26 Beam Beam Wide Flange A992 1 T pica) Wide Flange . A992 T ical I- 7 1 8 M7 N11N12 _ l� ,_ - -j ' -1 4. i I WF#26 WF#19 WF#26 i WF#26 1 5" Post 5" Post 5" Post Beam Beam + Beam Beam Column lWide FiangLi A992 i Typical f M8 N13 + N14 M9 N15 N16 I M10 y N1 i N3 Wide Flange Wide Flange I Wide Flange .. Pipe ` A992 � J Typical A992 I Typical A992 1 T ical A500 Gr.B RND ; Typical i _9 10 11 L12 TN _M11 L N17 4 N1 4 M12 N19 1 N7 Column Column elae ., .pipe 1 A500 Gr.B RND 1 Typical , A500 Gr.B RND i Typical, _ i 13 M13 -.1 N18 i N3 14 , M14 1 N20 N21 5' Post Column, Toe ! A5[K? Gr.B KND I Typical 1 Joint Loads and Enforced Diplacements (BLC 3 : Framing & Screen) Joint Label N2 N4 • t N5 N6 _ L,D_M_ _. Direction __- Magnitude[jk k-fti. (in/ad), (k*sA2/ft.., L 1 Y 1 -.07 L Y -.07 Y Ix:07..__ Y -.07 j L Member Point Loads (BLC 2 : Appurtenances) Member Label Direction Maonitudeik.k-f Location lft,go 1 ----- 1 2 _ _ _ _M7 Y -1.1 -1.1 17 M6 Y 17 T 3 4 - - -M7- ._ _ M6 .. .- 1 i -1.1 14 _Y Y - .�___. -1.1 14 5 M7 Y -1.25 13 �0 M6 Y -1,25 13 7 -Mi_ 8� __ - M6 _ 7 - ,Y- __ Y -_ _ _._ =1,.25 - -1.25 10 -- 10 i 9 L-10 1 L._ - M1 -_ _-Y . _ __ Y 1 -.8 14.3 M3 -,-- -.77 _- ---� 17.7 I I11' M3 Y -.77 13.3___ 112 : M5 f Y -,8 1 17.5 I Member Point Loads (BLC 3 : Framing_& Screen) Member Label 1 1 M5 21 - M5 Direction t - Maanitudefk k-fttJ -.067 -.067 Locationjft %oj 2.25 5.75 3 4 M5 M1 5._ .i.__ M3 _ Y Y L6 M3 -.067 -.067 -.067 -.067 17.5_ 14 13.3 - 17.7 �1 RISA -3D Version 16.0.3[M:\...\...1CaIculationsAAntenna Revisionslantenna platform revision.r3d] B PST 1 IhRIS A NEMETSCHEN COMPANY Company : Quantum Consulting Engineers Designer : MDA Job Number : 18067.02 Model Name : Verizon SEA-Hubbel-Antenna Plafform May 17, 2018 10:53 AM Checked By: Member Point Loads (BLC 3 : Framing & Screen) (Continued) 7 Member Label Direction Magnitudepck-ftl M5 4 -.02 8 M5 LocatioNfLT0J 8.5 9 M5 Y 1 -.02 13:875 [10 M5 Y Y -.02 -.02 -.02 1 18.125 4.375 111 L "2 13 ,- ----- . 14 MI A Al Y 6.75 M1 Y -.02 9.125 M1 Y -.02 _ 11.75 - 115 .. _ I 16 M1 Y T -.02 16.125 M1 Y -.02 17.875 1_7- I 18 M2 Y J -.02 17.875 M2 Y -.02 16.125 ' 19 M2 Y -.02 14.25 M2 -1 Y -.02 11.75 2-2 -r----- i -.02 i 9.125 M2 Y -.02 6.75 i_ 23 i M2 1 Y -.02 4.375 1 24 M3 Y -.02 2.75 25 M3 1-- Y -.02 5.75 26 M3 Y -.02 T 8.25 D8 29 M3 M3 Member Point Loads (BLC 5: Seismic X) -.02 10.75 Y --r- -.02 14.875 y _ _ _ :.02_ _ _ _18,25 _ Member Label 11 M6 X 2 M7 1 X 3 1 M6 4 M7 X X X X_ Direction M6 6 I M7 7 4 .i46. 8 ; M7 9 - , M1 _ L__10 M5 X X 11 1 M3 X 12 M3 X Magnitudeac,k-ft] - Location[fM _ .528 _ 17 _ .528 1- - - 17 - -1 .528 14 .528 14 ' 1 .6 13 „6 13 - 1 .6 •263 _ .263 .256 .256 14.3 17.5 17.7 13.3 , '13 M3 X .84 -i- 10.125 L14 ; M5 I X .865 i 10.125 Member Point Loads (BLC 6: Seismic Z) Member Label Direction Magnituderk,k-fti Locatiortft.%1 r 1 - 11 Z . _ 1 L -- M1 Z + - - .? 4- .745 .745 4- 11 3 . 1M5 , Z 263 17 5 _ _ ___ _ _ ___ • .._ ... . ____ f -1-4 M3 M1 .256 Z .263 _ ., 14.3 _ I Z _ _ ___ _ ___t 13,3_ I 6-1 - M3 -r- Z .256J 17.7 -1 7 _M6 _ Z .528 17 -8 r-- M7 Z .528 17 _ . _ i 9 fv16 ! Z_ _ .528 14 -10 M7 Z .528 14 , 11 1 M6 _ 4 Z _ .6 13 L12 IM7 . 1_13 L - M6 1 Z ,6 Z .6 --1 13 1 10 RISA -3D Version 16.0.3 [MA...1...\CalculationslAntenna Revisions‘antenna platform revision.r3d] B-Pff 2 IS Company Quantum Consulting Engineers May 17, 2018 111RDesigner MDA 10:53 AM Job Number : 18067.02 Checked By: ANEMETSCHEK COMPANY Model Name : Verizon SEA-Hubbel-Antenna Platform Member Point Loads (BLC 6 : Seismic Z) (Continued) Member Label Direction MagnitudeeI ,k-ftl LocationLft,%1 14T --- - M7 _ _�._.� Z .6 10 Member Distributed Loads (BLC 3 : Framing & Screen) _ Member Label Direction Start Magnitude] ift ... End Maanitude[k/ft F.... Start Locationlft,%j End Locationrft.%1 11 M5 Y -.066 -.066 0 100 ` 2 1___. M3 _ Y -.066 -,066 0 100 3 - M2 Y _ -.066 _ -.066 �_ 0 1.00 L4- .- M1. Y -.066 I -.066 2 20 Member Distributed Loads (BLC 4 : Snow load) _ _ Member Label Direction ,Start Magnitude[k/ft ... End Maonitude[klft F.... Start Location[ft,%JEnd Locationift,N 1 i M4 T Y_- ;_ X014. 1 -.014 1 - 20.25 _� 22 ^ 7 2 M1 Y 1 -.014 -.0j4 0 2 3 M10 Y 1 -.014 1 -.014 1 0 100 4 M2 Y -,014 i -.014 i 0 2 Member Distributed Loads (BLC 5 : Seismic X) Member Label Direction Start Magnitudefk/ft.... End Maanitude[k/ft,F....Start Location[ft,%j - End Location[ft,%j, 1 ' M3 X .071 .071 [ 0 T 100 M4 X .071 .071 0 20.25 Member Distributed Loads (BLC 6 : Seismic Z) Member Label Direction Start Magnitude[_k/ft,... End Magnitude[k/ft,F,... Start Location t,%.1 End Location[ft, N 1_ M1 _ _ Z- .085 -I .09 _�. ___2__ 20 M2 ' Z .085 .09 2_ 20 Member Distributed Loads (BLC 7 : Wind X) Member Label Direction Start Maanitude[k/ft,... End Magnitude[kfft F.... Start Location[ft,%1 End Location[ft %] 1 - ------_M3 -- 1-- . _X. __315 315_ -� -0- 100. 2 M5 . X .315 .315 0 1 100 1 3 ___I___ M4 1 X 1, .031 . _ _031 i _. _ 20.25 j_ 22 j Member Distributed Loads (BLC 8 : Wind Z) Member Label Direction Start Macanitudelk/ft ... End Magnitudejk/ft F ... Start Location[ft,%.1..End LocationLft%]_- 1+f - M1 315 - . �- _ _,315 2 -�- 20. r-2 M2 1 �Z ,315 .315 2 20 1 I" 3 M1 _ i _ _Z 031 _ _ I .031 i 0 2 t 4 i M2 _j Z .031 .031 1 0 2 Member Distributed Loads BLC 9 : BLC 3 Transient Area Loads `-1 21 Member Label Direction Start Macnitude[k/ft ... End Magnitudejk/ft,F ... Start Location[ft,%1 End Location[ft,%j 2.222. ! 4.444 I M1 M1 Y _] .0001934 1 __018 i - _ 0_ Y ; -.018 -.03 C 2.222 4 _5 6 1- I r8' M1 _____ 1 Y i -.03 i -.024 k _4.444 6.667 M 1 1- Y -.024 -.024 i 6.667 _ 8.889 i Y -.024 _ _ -.03_ 1 8.889 11.111 Y { -.03 -'' -.03 -fi 11.111 13.333 Y _ 4 7.0 -.024 _ 13.333 15.556 1 Y -.024 -.027 1 15.556 17.778 1 M1 Y 1 -.027 . -.034 ' 17.778 20 �� M2 I Y T .000174 -.016 0 2.222 M2 - - - - Y _ 5.016 - _ _ -.027 - I - - - 2.222. - - 4.444_ _I w- M1_ M1 M1 M1 RISA -3D Version 16.0.3[M:1...1...1Calculations'Antenna Revisionslantenna platform revision.r3d] B Page IIIRIS • A NEMETSCHEK COMPANY Company : Quantum Consulting Engineers Designer : MDA Job Number : 18067.02 Model Name : Verizon SEA-Hubbel-Antenna Platform May 17, 2018 10:53 AM Checked By: Member Distributed Loads (BLC 9 : BLC 3 Transient Area Loads) (Continued) Member Label 12 M2 Direction Start Magnitudefk/ft.... End MaanitudeLk/ft,f.... Start Locationfft,%1 End Locationiftyoui Y , -.027 -1- -.021 - 4.444 1 6.667 13 M2 Y I -.021 I -.021 6.667 , 8.889 14 M2 Y -.021 -.027 8.889 ' 11.111 , 15_ j M2 1 Y -.027 -.027 11.111 I_ 13.333 16 1 M2 ---1 Y -.027 -.021 13.333 ' 15.556 -1 174_ M2 -I- Y I -.021 1 -.025 15.556 17.778 18 1 M2 1 Y -.025 -.031 17.778 1 20 ' 20 M6 1- '‘(1* -4 --..2:, -.038 2 4 -- 19 M6 -.038 I 0 __J 2 21 M6 Y 4. __ -.038 J -.038I __ 4 _ 6 22 M6 Y -.038 I -.038 -1--- 6 8 -.038 r -.038 1 8 10 24 M6 Y -.038 -.038 10 12 t 25 M6 Y L -.038 1 -.038 12 14 [26 M6 Y -.038 1 -.044 1 14 16 , 27 M6 Y 1 -.044 ' -.055 1 16 18 I 1 28 M7 Y , -.03 -.03 0 2 ---1 29 M7 Y __I_ -.03 __,_ -.03 2 30 M7 Y -.03 -.03 i 4 6 4 31 M7 Y -.03 1 -.03 6 8 t 32 M7 Y -.03 -.03 8 10 L33 M7 Y I -.03 -.03 10 12 I 34 M7 Y -.03 -.03 12 14 35. 1 M7 Y -.03 .1_ -.035 14 16 341_1_ ± M7: Y -.035 -.044 16 .18 r _ 37 ... M8 M8 r Y I : - -i- -.053 . -.053 -.053 0 r , 2 1 38 Y -.053 2 ----, . 4 39 4. M8 ) Y J -.053 j -.053 4 6 r 40 M8 Y -.053 -.053 6 1 8 [ 41 M8 Y 4, -.053 J ___ 8 I 10 42 M8 Y .. -.053 -.053 10 ----1 12 -1 43 j M8 r- 44 ' M8 Y j -.053 ____ -.053 _ 12 . I 14 Y . -.053 -.061 14 16 [ 45 . M8 Y 1 -.061 1 -.076 j _ 16 , 46 ' M9 Y T -X142 -1 -.042 0 47 M9 Y -.042 ; -.042 2 48 M9 Y -.042 -.042 4 49 M9 ---I Y -.042 1 -.042 6 50 M9 J, Y -.042 -.042 8 51 M9 Y -.042 ; -.042 10 _ 12 52 ; M9 ! y -.042 -.042 12 14 _ _. i p. __I._ _______m _ -.048 14 16 L:54 ! M9 1 Y.- -.048 , -.061 16 18 , 18 4 8 10 Member Distributed Loads (BLC 10 : BLC 4 Transient Area Loads) Member,Label Direction Start Magnitude[ktft,... End Magnitudeik/ft,F,.... Start Locationift,%1 End Location(ft.%) Y .00043951 -.04 0 • 2.222 1 2 mi Y -.04 -.068 2.222 4.444 _ M1 _ _ _ _ _ _ 2.068 _1 _ 4.444. _ _ j 6.667 4 M1 -.054 -.054 6.667 1 8.889 5 _ y -.068 .8 889 11.111 M1 r Y -.068 -.068 11.111 13.333 7 M1 Y 4 -.068 I. -.054 13.333 15.556 8 M1 Y , -.054 -.062 15.556 17.778 •9 I M1 • Y .1. -.062 -.078 I 17.778 ' 10 I M2 Y 1 .0003955 -.036 2.222 I RISA -3D Version 16.0.3 [MA...1...1Calculations\Antenna Revisions\antenna platform revision.r3d] B -124e 4 1'I'SA Company : Quantum Consulting Engineers Designer MDA Job Number : 18067.02 A NBAETSCHEK COMPANY Model Name : Verizon SEA-Hubbel-Antenna Platform May 17, 2018 10:53 AM Checked By: Member Distributed Loads (BLC 10 : BLC 4 Transient Area Loads) 'Continued) Member Label Direction Start Magnitudejk/ft ... End Magnitudetklft.F ... Start Locationfft.%� End Locationjft 11 M2 T - Y I. `( -.036 -.061 j ' 2.222 4.444 M7 112 M2 ! Y (31 -.061 -.049 I Y 1 4.444 r 6.667 32 13 1114 M2 I- Y ; -.049 -.049 1_33 6.667 8.889 -.069 { M2 I Y -.049 -.061 M7 8.889 ± 11.111 -.069 15 M2 1 Y L ; -.061 -.061 I 11.111 r 13.333 13.333 14 Y 116 M2 { -.061 -.049 15.556 ---/ 17_1 118 , M2 I Y 0 -.049 -.056 i 15.556 I 17,778 _� M2 --t- Y 39 -.056 -.07 -.12 _ .l_ -- -.12 �- 17.778 _ _ rt 20 19 'M6 4 Y -.087 .087 _ - . 0 2 6 '214 M6 r 22 M6 23 _ M6___ L24 � � � M6 25 M6 1 26 M6 27 M6 28 � M7 Y -.087 -� -.087 I 4 -.087 -.087 __:.087 1 -.087 8 -.087 -.087 -.087 -.087 -.1 -.069 -.087 6 10 12 -,1 i 14 -.125 _ ! 16 - 4 6 10 14 16 18 29 M7 I Y J -.069 I -.069 -.069 I. `( 2 j 4 [ 30 M7 Y -.069 4 6 ! 6 8 (31 M7 I Y -.069 -.069 32 M7,,; Y -.069 -.069 8 10 1_33 M7 Y -.069 { -.069 I 10 12 14 --T 16 34 M7 Y -.069 -.069 12 35 36 ____ M7 M7 y Y :_069 -.079 -.079 14 . -.099 16 18 ,- 37 _ I M8 _ __M5 _ _ f Y ___I. -.12 { -.12 0 i 2 • 4 _ Y -.12 -.12 2 39 M8 _ Y I -.12 _ .l_ -- -.12 �- -.12 4 6 M8 i Y -.12 .1-- 6 j -----I 8 - 41 1 42 T . _ __.- M8__ M8 - - _ - -- Y -- { -.12 -.12 , 8 { 10 i Y � ._... -.12 -.12 10 12 43 M8 Y i -.12 -.12 I 12 14 14 44 M8 Y -.12 -.138 ! 16 45 M8 i Y M -.138 1 -.173 16 1 18 46 j M9 Y -.096 -.096 1 0 2 4 i 2 4 47 • 48-T M9 M9 Y 1 -.096 1 -.096 t Y -.096 -.096 6 50 .. ..M9 ._ _ M9 .__;_ . Y ..7096 _ _ 1 Y i i Y -.096 !7.096 _1 _ 096 -.096 x.096 -.096 -.11_ -.138 I 1 6_- 8 10 8 -1 10 12 51_M9 52 �T -.096 1 12 14 14 16 53 .' 54 M9 _ __ _- ' Y_. - _ y _ -.096.__ -.11 ___ M9 Y `rt' 16 1 18 Member Area Loads (BLC 3 : Framing & Screen) _ _Joint A Joint B Joint C Joint D Direction Distribution Magnitudejksfij 1 N5 N2 ; N4 L- - N6 I- g=C:.011_ Member Area Loads (BLC 4 : Snow load) Joint A Joint B Joint C r1 -i N5 ` N2 j N4 Joint D Direction Distribution-_Magnitudetkstj _ N6 . 1 Y I B -C _ I -.025 _j RISA -3D Version 16.0.3[M:1...1...1CalculationslAntenna Revisions\antenna platform revision.r3d] Pae 5 B-25 IiIRISA MDA Company : Quantum Consulting Engineers : 18067.02 : Verizon SEA-Hubbel-Antenna Platform A NEMETSCHEKCOMPANY Model Name May 17, 2018 10:53 AM Checked By: Basic Load Cases, BLC Description Category_ _ X Gravity 1 Self Weight 1 DL 1 2 Appurtenances I DL 1 3 J Framing & Screen 1 DL I 4 Snow load I SL 5 Seismic X 1 ELX 6 Seismic Z ELZ Y Gravity Z Gravity Joint Point DistributedAreaaMe...,Surface(... -1 + 12 -I I I4 29_1 4 1 I TTM I 4 1 .i- .14 ...4_ 2 7 _ _ Wind X 4. _ WLX Wind Z I WLZ g BLC 3 Transient Ar... I None 10 BLC 4 Transient Ar...! None i I 1- 3 'I 4 54 54 Load Combinations ' 1 IBC 16`81Yes Y 1 �DL�-1 _.j __ 1 : LL ..._i 1 LLS.: 1- _ T_. _ i.. J i -'-� 1. _- 1 . r, a,,...� �„ a„�.., 2 I IBC 16-9 Yes; Y I DL _I LDL4. 1 ELX .7 + � �_ .1 ;._ 16-10'�Y�-�! ��+DL� 3 TBC 4 IBC 16-11 ..Yes( Y 1 ks��._ 1 LL 1 8LNI 1�1. .75 'LLS�.75 1 1- ' DL ' IDL ;DL I SL .75 SLN .75 ' r 124 IBC 16-12 .._Yes Y { _ ` , 1 I ' 1 1 tDL • 5 TIBC 16-12 ..fres! Y 1 1 DL 1 4W...l 1�iNLZ .6 1 l i 1 .6 1 j DL L6 ;tIBC 16-12 ..LYesl Y ' : DL I t I f' _ �'� I 7 :IBC 16-12 .!Yes, Y I :DL 1 AW.. -.6 I -.6 .454.LL 1 .75 I ' I t 1 I _- _ ?H• 1 IBC �6 is ..LYes 28LL 29 29 30 1 - . r 8 ;IBC 16-12 ...Yesi Y; LDL 1 WLz� 1 kW...1 ILLS, .75 ILLS' .75 _ _ _ ;_ _ , } I _ ,_ 1 _ ;_ ' g IBC 16-13 ..1.Yes1 Y 1 IDL, 1 10 IBC 16-13. Yes Y ' DL 1 .ANLZ _ 1 !N 1 WLZ .45._, LL, .75 ' 11 IBC 16-13 .!Yes Y _ 1 DL r 12 BC 16.13 es; Y i 1 DL -.45 LL .75 LLs 75 {' 1 1 . _ _. J T i , SL j .75,SLN:.75 { , _ . ! - -1--1--- 1 ! i -- ! { - t 1 -.45 LL .75 LLsj .75 LLS' .75 13 IBC 16-13 ..},Yes` Y " ,IDL 1 w...:.45. LL 75 -14 IBC 16-13..Yes, Y i DL 1 An -Z..45 ; LL, .75 !LLS:.75 SL .75 .SLN.75 15 IBC 16-13.!.Yesj Y + - +DL4. 1 , W••.j LT� 1 fw-.45, .454LL.775 ILLS` .75 S .75 ISLNI .75 SL .75 ISLN:.75 1 16 IBC 16-13.,.Yesi Y' DL; LL .75 !LLS, .75 1 [ 4 r17 IBC 16-15 Yes} Y a DLt .6_ W••!, .6- 18 IBC 16-15 .. YesNLZ .6 19 IBC 16-15 !Yes Y' DL - - - ___• DL 6 jW. -.6 1 1 I ._. 1. _ �.__ _:_._- ; .6 ?WLZ -,6 _. _ I E. _ �_ _ _; - i_-. " -'-� 1 1 20 IBC 16-15 ...Yes Y 21 IBC 16-12 .:Yes Y LDL4. 1 ELX .7 + � �_ .1 ;._ 22 IBC 16-12 ...Yes( Y ' DL ' IDL ;DL . . _. 1 ;ELZ .7 _ 1 ELX -.7 ; t 1 ELZ -.7 - �� i - -i 123 IBC 16-12 ..1Yes Y 124 IBC 16-12 .._Yes Y { _ ` , 1 y._ 25 IBC 16-14 ..',Yes, Y : JDL 1 ,ELX .525`�LL 1 .75 ILLS .75 1 jI 126 IBC 16-14 ...Yes Y ;' DL 1 'ELZ .525 LL i .75 LLS; .75 I I f' _ �'� I-`+ `27 IBC 16-14 ..1Yes Y .4 DL 1 'ELX -.5251 LL I .75 ;LLS, .75 T ._ I _ + .75 LLS y .75 . ; 4 mm IBC �6 is ..LYes 28LL 29 29 30 IBC 16-14 ..'.Yes Y DL 1 ELX 525LL .75 LLs, .75 ISL .75 I ! ...1sLN ; DL j 1 ;ELZ -52511-1-.75 ELLS .75 TSL i 75 *SLN _ .75 I . _j---"---1 .75 , r- I I _ 1 1 # t - -'. a. - -1 __ IBC 16-14 ..lYes Yrt 31 IBC 16-14Yes 1_32 CIBC 16-14 ...4Yes Y Y !DLL_ 1 !ELX L DLI 1 1E -LZ _5251 LL; .75 .1-1-s,,,.75 ISL.75_4§1-N.,.75 -.525 ; LL i .75 LLS I .75 'SL .75 iSL -t.. .751 ,33. IBC 16-16 .!Yes y ' 1 34 IBC 16-16 Yest.7 Y ; DL� .6 ELZ .7 + j+ f - . ' 35- 1IBC 16-16 .?.Yes I Y IDLI .6 lax...7 - r 36 IBC 16-16 xesFy DL .6 !ELZ�,7 ( I 1 I RISA -3D Version 16.0.3[M:l...\...\CalculationslAntenna Revisions\antenna platform revision.r3d1 Page6 B-2 '11isA Company : Quantum Consulting Engineers signer MDA RJoDeb Number : 18067.02 A NEMETSCHEX COMPANY Model Name : Verizon SEA-Hubbel-Antenna Platform May 17, 2018 10:53 AM Checked By: Envelope Joint Reactions Joint XIkJ LC Y jkj_ LC Z jkj _ LC_ MX (k-ftj LC MY1101 LC MZIk-ft] LC nnP T C i C Rn7 ! 4 I 4 R A t A i I A A A• 2 !min , -.022 ' ; 151 1.968 !17 -.90816 ' 0 1 1 0 j ' 1 1 V 0 1 1 3 4 _ N19 I maxi 3.871 a 7 # 10.251 ; 3 .132 114 -.12 ,1_ 16 ; J__ 3 0 0 0 0 1 1 1 6.098 -6.432 4.04 -4.517 1 8 6 T 21_1_ ' 23 F 0 0 0 0 ! 1 Ti T 1 i min , -3.758 ' 5 i 4.398 19 r 5 6 N20 I max! i min 4.411 X35 , -4.873 2.1r 30.665 1 3 -2.1 J19 ,_ 13.313 35 -4.841 r 1 7 1 7 J 8 N18 4maxj-__.013 min I ' 21 6.397 ` 3 { 1.246 14 0 11 0 1 1 0 I 1 W12x26 1.437 4115.375114 W12x19 .761 -.023 131 1 2.376 133 -1.121 16 1 0 1 1 0 0 0 i Y- _ 1-1 J, 1 1 1 ; _ ' 0 .01 1 133 9 N8 !max 1 min 3.309 -2.776 116 -6.704 '19 11.977 1 8 1 0 10 f 6 -15.492: 3 1 -5.219 7.133 341 36 , 0 11 -.018 __ _4 ; 31 11 Totals:_ r 12 1 1 max ! min _ 7.687 1 19 ' 37.424_+ 3 16.768 19 -7.687 17 1 -7.133 341 l Envelope AISC 94th(360-10): ASD Steel Code Checks Member^ Shape Code C... Loc ft LC Shear ... Loc ft Dir LC Pnc/omjkj Pnt/om jkj Mn 1 : M1 _ I _M2_. 2 -_ l W12xn_' .690 6 17.5 . W 12x26 T60-47717.57 6 , . 235 0 ! . 0 ;20.25,4.y. y:14-45.144- y '14 45.144 3 185.05_1229.042 y 3 1179.881 229.042] 20.3841 46.285 .1.-1H14)-41.4 1-- H1 -1b 1.••< H1 -1b 229.042 20.384 20.384 ; 56.759 1 92.814 1 3 1 M3 4_1. W12x26591 W12x26 i .642 _120.164,21. '9.914J14j.108 1 4 ! M4 .9.9141311 15.375'14 .284 120.396 229.042 20.384 92.814 1.. ( H1 -1b1 1-•-; H1 -1b _5M5 1 W12x26 .636 .052 -i 0 .069 15.375 _y v 154_44.037 3 1 1,229.042 75.162 75.162 134.025,166.766,41 75.162 _229.042.1. 44.037 20.384 1 6 I M6 W12x26 , .487 229.042 229.042, 229.042 4_43.616 20.38467.302 20.384 `, 69.004 ' 1-1 H 1-1 b~ •- 1• H1 -lb 7 8 � M7 M8 W12x26 1.437 4115.375114 W12x19 .761 18 23 .068 '115.371y .091 15.563 13 Z 23' 7.435 .20.384 20.384 61.627 1_.jH1-1b H1 -1b 9 i 0- _M9 M10 -� 4,_ W12x26.489_15.3751141.4.059 , W12x26 .0S0 3 L15.563_1_z I21: .008 0 Ty .14 4.84.637 _1-.1 41.21 119.91 1-1 H1-16 1--,H1-11)* 11 I 12 ' M11 M12 ' PIPE 5.0X „ .039 _' t PIPE 5.0X' .454 , 0 -,;_31x.003 1 1.5 .14 t _0 +_ .431 0 , L14, 143.268 144.108 ' 19.91 6 .'143.268 '. 144.108 19.91 19.91 1••• H3-6 13 -4- M13 ! PIPE .5,0X .045 0 341. .0034 0 1 114 143.2681144.108.4 19.91 , 19.91 1_14 i M14 PIPE 5.0X .782 1.5 121 .387 , 0 4 23' 143.268 144.108 19.91 _19.91 1-•-H1-1b*I 1..4 H3-6 I RISA -3D Version 16.0.3[M:\...\...1Calculations\Antenna Revisions\antenna platform revision.r3d9 QUANTUM I CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 VERIZON SEA — HUBBELL 5301 SOUTHCENTER BLVD, TUKWTT.A, WA 98188 QUANTUM JOB NUMBER: 18067.02 ADAPT ENGINEERING JOB NUMBER: WA17-21087-STR APPENDICES Product Specifications COMMSCOPE JAHH-3 3C-R3B 8 -port sector antenna, 2x 698-798, 2x 824-894 and 4x 1695-2360 MHz, 33° HPBW, low bands each have a RET and high bands share a RET. Internal SBT for low band and internal SBT for high band. • Internal SBT on low and high band allow remote RET control from the radio over the RF jumper cable • One RET for 700MHz, one RET for 850MHz, and one RET for both high bands to ensure same tilt level for 4x Rx or 4x MIMO • Internal filter on low band and interleaved dipole technology providing for attractive, low wind load mechanical package • Separate RS -485 RET input/output for low and high band • Narrow beamwidth capacity antenna for higher level of densification and enhanced data throughput Electrical Specifications T Frequency Band, MHz 698-798 824-894 1695-1880 1850-1990 1920-2200 2300-2360 Gain, dBi 18.3 19.0 19.8 20.2 20.6 21.4 Beamwidth, Horizontal, 36 32 34 34 33 29 degrees Beamwidth, Vertical, degrees 9.5 8.6 5.8 5.4 5.0 4.6 Beam Tilt, degrees 0-10 0-10 2-12 2-12 2-12 2-12 Horizontal Sidelobe, dB 21 20 20 18 18 19 USLS (First Lobe), dB 18 21 17 18 18 20 Front -to -Back Ratio at 180°, dB 32 39 35 37 38 36 Isolation, dB 25 25 25 25 25 25 Isolation, Intersystem, dB 30 30 30 30 30 30 VSWR j Return Loss, dB 1.5 1 14.0 1,5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 1.5 1 14.0 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 -153 -153 -153 Input Power per Port at 50°C, 150 150 250 250 250 200 maximum, watts Polarization ±450 145° ±450 ±450 f45° f45° Impedance 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm 50 ohm Electrical Specifications, BASTA* Frequency Band, MHz Gain by all Beam Tilts, average, dBi Gain by all Beam Tilts Tolerance, dB 698-798 824-894 1695-1880 1850-1990 1920-2200 2300-2360 18.0 18.8 19.4 20.0 20.3 21.1 ±0.4 ±0.3 ±0.6 ±0.3 ±0,5 ±0.5 0 0 1 17.9 0°118.7 2°119.12°119.7 2°120.0 2°120.8 Gain by Beam Tilt, average, dBi 5 ° 1 18.1 5 ° 1 18.9 7 ° 1 19.5 7 ° 1 20.1 7 ° 1 20.4 7 ° 1 21.3 10 ° 1 17.9 10 ° 1 18.8 12 ° 1 19.4 12 0 1 20.0 12 ° 1 20.3 12 ° 1 21.8 Beamwidth, Horizontal ±3 ±0.9 11.8 ±1.3 ±1,3 ±1.1 Tolerance, degrees Beamwidth, Vertical Tolerance, 10.5 ±0.4 ±0.3 ±0.2 10.3 ±0.2 degrees USLS, beampeak to 20° above 18 17 15 16 16 16 beampeak, dB Front -to -Back Total Power at 29 28 29 30 30 31 180° ± 30°, dB CPR at Boresight, dB 18 18 19 23 22 22 CPR at Sector, dB 9 15 12 14 12 12 02018 CommScope, Inc. All rights reserved. Ail trademarks identified by ® or TM ore registered trademarks, respectively, of CommScope. All specifications are subject to change without notice. See www.commscope,com for the most current information. Revised: February 9, 2018 page 1 of 4 Mail 6,018 Product Specifications COMMSCOPE JAHH-33C-R3B * CommScope® supports NGMN recommendations on Base Station Antenna Standards (BASTA). To learn more about the benefits of BASTA, download the whitepaper Time to Raise the Bar on BSAs. Array Layout Y1 tt Y2 Left Right Bottom Array Freq (MHz) Conns ; RET AISG RET UID (SREr) 698-798 1-2 1 ANxxxxxxxxxxxxxxxxl 824-894 3-4 1 2 ANxxxxxxxxxxxxxxxx2 111 ' 1695-2360 5-6 -j 3 Y2 1695-2360 7-8 (sizes of colored boxef are not true depictions or array sizes) Port Configuration ANxxxxxxxxxxxxxxxx3 General Specifications Operating Frequency Band 1695 - 2360 MHz 1 698 - 798 MHz 1 824 - 894 MHz Antenna Type Sector Band Multiband Performance Note Outdoor usage Total Input Power, maximum 800 W @ 50 °C @2018 CommScope, Inc. All rights reserved. AD trademarks identified by ® or TM ore registered trademarks, respectively, of CommScope. All specifications are subject to change without notice. See www.commscope.com for the most current informotion. Revised: February 9, 2018 page 2 of 4 Mad 6,i018 Product Specifications COMMSCiC9PE• JAHH-33C-R3B Mechanical Specifications RF Connector Quantity, total 8 RF Connector Quantity, low band 4 RF Connector Quantity, high band 4 RF Connector Interface 4.3-10 Female Grounding Type RF connector body grounded to reflector and mounting bracket Radiator Material Aluminum 1 Low Toss circuit board Radome Material Fiberglass, UV resistant Reflector Material Aluminum RF Connector Location Bottom Wind Loading, frontal 954.0 N @ 150 km/h 214.5 lbf @ 150 km/h Wind Loading, lateral 355.0 N @ 150 km/h 79.8 Ibf @ 150 km/h Wind Loading, maximum 1434.0 N @ 150 km/h 322.4 lbf @ 150 km/h Wind Speed, maximum 241 km/h 1 150 mph Dimensions Length 2438.0 mm 1 96.0 in Width 640.0 mm 1 25.2 in Depth 235.0 ,. t in jNet Weight, without mounting kit 66.0 kg 1 145.5 Ib Remote Electrical Tilt (RET) Information Input Voltage Internal Bias Tee Internal RET 4-. _ 4 10-30 Vdc Port 1 1 Port 5 High band (1) 1 Low band (2) Power Consumption, idle state, maximum 1 W Power Consumption, normal conditions, maximum 8 W Protocol 3GPP/AISG 2.0 (Single RET) RET Interface 8 -pin DIN Female 1 8 -pin DIN Male RET Interface, quantity 2 female 1 2 male Packed Dimensions Length 2590.0 mm 1 102.0 in Width 788.0 mm 1 31.0 in Depth 399.0 mm 1 15.7 in Shipping Weight 96.0 kg 1 211.6 Ib Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant by Exemption China RoHS SJ/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system @2018 CommScope, Inc. AI rights reserved. All trodemarks Identified by ® or TM ore registered hademorks, respectively, of CommScope. All specifications are subject to change without notice. See www.commscope.com for the most current Information. Revised: February 9, 2018 page 3 of 4 May,,j6,i018 Product Specifications COMMSCC9PE JAHH-33C-R38 Included Products BSAMNT-4 — Wide Profile Antenna Downtilt Mounting Kit for 2.4 - 4.5 in (60 - 115 mm) OD round members. Kit contains one scissor top bracket set and one bottom bracket set. * Footnotes Performance Note Severe environmental conditions may degrade optimum performance ©2018 CommScope, Inc. All rights reserved. All trademarks identified by ® or TM are registered trademarks, respectively, of CommScope. Al specifications ore subject to change without notice. See www.commscope.com for the most current information. Revised: February 9, 2018 page 4 of 4 Mad 6018 Product Specifications COMMSCOPE 600899A-2 Downtilt Mounting Kit for 2.4 - 4.5 in (60 - 115 mm) OD round members. Kit contains one scissor top bracket set and one bottom bracket set. General Specifications s Application Outdoor Includes Brackets 1 Hardware Package Quantity 1 Mechanical Specifications Color Silver Material Type Galvanized steel Dimensions Compatible Diameter, maximum 114.3 mm 1 4.5 in Compatible Diameter, minimum 61.0 mm I 2.4 in INet Weight 3.9 kg 1 8.5 Ib hltow� toori 4 Regulatory CoY- mpliance/Certifications Agency t Classification RoHS 2011/65/EU Compliant by Exemption China RoHS SJ/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system 02018 CommScope, Inc. M rights reserved. All trademarks Identified by ® or T"' are registered trademarks, respectively, of CommScope. All specifications ore subject to change without notice. See www.commscope.com for the most current Information. Revised: August 7, 2017 page 1 of 1 May 16, 2018 C-5 v z. 1 Kki LSTZ 1 uric 11 RR @@ 11 1 1155" T T z 0 U - ce F— 0 0 0 i� a Q ,CN hhi c 1111111:7,1. 11 ' W DIPLEXER I _ '°�°�"'°�" ANTENNA MOUNT 2 11114. WALL NOTA IME ®4.....5;i: 1. __._..._ _ .T1 �� 4 4Z - 1 L.N15 illi§gi3 gill 1,1 .k - f �._. .lT .Toi / 1111/111 1 EaQ xx�n1Pj z a K t Z, I : 691 i N x v xM d A^ mt `J f .K"0t IC .� �'T CO N / i .6111 1 tr .ml I1 � HiQ ! CC 3 CLII .KVI .' r i ll D Xa 11 a dgi I6 ii 0 Fc c\I cr) +Isact)D cat)Ct cf) For Turf Vendors 0 • 0 0 0 N C-7 RRUS 32 B2 > PCS — TX = 1930 — 1990 MHz — RX = 1850 —1910 MHz > CPRI 2 ports x 10 Gbps. Install 2 SFPs and connect 2 fiber pairs to the RRUS32 during initial install. > Only use Ericsson supplied and approved SFPs, RDH10247/3 > 6 external alarm inputs > Max wind load @ 50m/sec = 350N > Breaker size = 30A, DC Power Consumption = 910W (for dimensioning) > 200mm horizontal separation required for side by side mounting > 200mm separation required from antenna backplane to radio > 600mm/800mm vertical outdoor/indoor separation required > Min, Max DC cable size from squid to radio = 10, 8 AWG, > Adapter is required for 2 -wire connection — Shielded DC cable is required > Ground cable size = 2AWG > Dimensions (incl. handles, feet and sunshield) — Height: 27.2" (690 mm) — Width: 12.1" (306 mm) — Depth:L.0 x.178 rn) > Weight, excl. mounting hardware = 53 lbs (24 kg) RRUS 32 Datasheet for Turf Vendors 1 Commercle! confidence Rev A 1 2016-01-21 Page 2 E Alm GRATING PACIFIC.CoM 19 Space "``Q �"4 rte-�i ty. p Use this table when evaluating spans and loads for the following types of steel grating: (1-3/1611 Load Table 19-W-4, 19-W-2, 19 -DT -4, 19 -DT -2, 19 -SL -4, & 19 -SL -2 Steel Bar Grating 8ea0n1 Oar Size fhlchesl 1 Approx. Weight pat' Nax. Pel. Span** Sec Prue" Sx in' Ix in' 1'-0 T-6 3'-1 3'-6 i'-1 UnserpM 4'-6 ]tell Span 5'-0 1 S-6 1 1'-0 'j 9'-0 L6'-1 j 64 7.0 3/4 x 1/8 3!4X3116 1 x 1/8 1 X 3/16 1-1/4 x 1/8 1=2/+1 % 3/t13 1-1/2 x 1/8 3.9 6.6 5.0 7.2 I 6.1 8 9 I 72 1 3'-5" 3'-10" 14'-3" d`•9" I 51-1" I $'-7" 5'-10" 0.118 0.044 0.178 0,067 0.211 0.105 0.316 eau 0.329 0.208 ' 0.493 9308 0.474 0.355 0.711 0533 0.645 0.564 0.967 0.846 0.842 0.842 1.263 1.863 1' 1.799 1.974 2.4s7 U D C 0 U o 6 0 U D C 0 O 9 c 0 U 0 C 0 U 0 C 0 0 0 0 D 0 a C 0 0 0 c D U 0 11 0 D C 0 0 9 C 9 U 0 c 0 U j 0 c 0 355 0.099 355 0.079 533 use se 533 OR79 632 0.074 632 0.080 947 LOU 947 0.060 987 0.060 987 0.048 1,480 x060 1,480 0.048 1,421 0.050 1,421 0.040 2,132 /.0.20 2,132 0494 1,934 0.043 1,934 0.034 2,901 0,043 2,801 0.034 2,526 0.037 2,526 0.030 3,790 0.097 3,790 0.030 4,796 0.033 4,796 0.026 5,921 I 4030 ,1 5,921 1 1.024 1 227 0.155 284 0.124 Set 0155 426 0.124 404 0.116 505 0.093 506 am 758 0.093 632 0.093 790 0.074 947 DABS 1,164 5.674 910 0.078 1,137 0.052 1,164 0.078 1,705 0.062 1,238 0.067 1,547 0.053 1,657 0.067 2,021 0.063 1,617 0.053 2,021 0.047 2,425 0.051 3,082 0.047 3,070 0.052 3,837 0.041 3,790 0.047 4,73? 9037 158 0223 237 0.179 287 0.223 355 0179 281 0.168 421 0.134 421 0.104 632 0.134 439 0.134 658 0.107 858 6.234 997 0.107 632 0.112 947 1089 947 a112 1,421 0.889 960 0.096 1,290 0.077 1,290 0.09e 1,834 0.077 1,123 0.084 1,684 0.067 1,684 1064 2,526 0667 2,132 0.074 3,197 0.160 2,552 0.067 3,147 0.054 116 0.304 203 0.243 89 0.397 178 0.318 70 0.509 158 1.402 209 0503 137 1402 85 98x1 218 0,457 101 0.466 253 1.372 An p mloads LTthe The values Elul 11 5n® defbction 84 0.643 230 0.451 125 0.583 245 0461 and deflections egagro re not load capacity for 69861 S 1/4• U = uniform c = concentrated ari8(0 D - wIhbdeflection 115 0,678 345 6.536 110 0.536 329 0.429 186 0.5.36 493 14290.664 168 0.447 474 (.358 0.447 711 0.353 215 0.383 645 0.306 822 0.383 167 0.306 281 0.335 842 0.268 421 6:335 1,263 0.268 533 0.298 1,599 0.238 091 0.201 1,974 0.213 I are thio Mended d will bere to the lett for Urdform bad in , 93 0.629 304 0.504 140 ! 04291780 451 I 135 0.524 437 1420 262 0.524 658 0,42, theoretical the bowing to he absolute b at the hoary be0s of in pounds/sq. load hot powddn/ft lefts 121 428 0.284 116 0.608 404 0497 174 M118 008 69.82 158 0.521 553 0.417. and based bars, wing slice the hu Ilse have 100 pot. ft of 133 0.794 533 1876 121 1.581 484 0.545 181 0581 725 0.545 158 0.506 632 0.477 a the a grating 1 96 0.862 430 0.689 143 0.862 645 0.630 125 0.754 561 1 0.603 107 0.754 842 0.608 237 0.670 1,066 0.536 , 0.304 305 0.243 206 0.228 381 0.182 309 0.328 541 0.182 322 0.182 564 0.146 483 845 0.146 464 0.152 812 0.122 896 a152 1,218 0.102 632 0.120 1,105 0.104 947 0180 1,666 6.194 825 0.114 1,444 0.091 1,237 4114 2,165 0.091 1,566 0.101 2,741 0.061 1,933 0.081 3,384 0.073 233 9.397 288 0.316 158 0.298 316 0.238 287 0.228 474 0.238 247 0.238 493 0.191 170 1,2311 740 5.181 355 0.199 711 059 582 was 1,068 0.159 484 0.170 967 0.136 725 1370 1,451 0.188 632 0.149 1,263 0.119 047 0.141 1,695 0.119 1,199 0.132 2,396 0.106 1,480 0199 2,961 0.095 125 0.377 281 0.302 r} 0.077 421 0302 185 0.302 439 0.241 292 0.302 4158 5.241 201 0.251 632 0.201 421 6.251 947 0.751 382 0.215 660 0.172 573 0.215 1,290 0.172 499 8.189 1,123 0.151 749 0.189 1,684 1151 947 0.168 2,132 0.134 1,178 0.151 2,532 1121 162 9.486 879 ' r 158 0.372 395 0.298 237 0.772 092 1218 227 0.310 568 0.241 341 0.310 353 0.348 310 0.266 774 0.213 464 a769 1,161 1213 404 1.233 1,011 0.186 601 0.233 1,518 0.186 767 0.207 1,918 8.136 947 1108 2,360 9.141 131 0.451 359 6.360 '• 8.451 538 0.360 108 0.376 517 0.300 262 0.376 779 0.300 256 0.322 713 0.257 334 1x22 1,155 um 384 0.252 110 0.225 561 0.282 1,373 1225 634 1260 1,744 0.200 783 0.225 2,164 0.160 ; �� 1.1 /2 x 3/iS 10 7 6'-5" 1-3/4 x 1/8 1-3/4 x 3J16 2 X 1/8 2X3/16 2-1/4 x 3/16 2-1/2 x 3116 8.5 12 9 111 9.6 I 13 9 I 15.6 1 17.2 6' 6" 7'-3" 7'-4" $'-0" 8'-9° ` 9'-5" i I 183 0.450 595 0.360 275 0.450 993 0.160 239 0.313 777 0.315 350 0.3 1 1.166 9813 454 0.350 1,476 0.260 561 ' 0.315 I 1,822 1 1352 ; . 0521 329 0417 206 0.456 722 0.865 300 14 1,009 0.365 392 8.406 1,370 0.324 483 0.308 1,592 0.282 r ass 6 947 6.477 300 0.530 1,199 0.424 7'70 0.477 1,480 6.301 -7 0,803 1,316 1483 • Weight per square toot bused upon 19-16-4 grating. Add .60 pal Sr 2" an center cross bare " Maximum pedeerrlan bud is defined as a 1064 engem load whh deflection s 1/4 Inch. (The 1/4' maximum deflection criteria le ceraldered consistent with pedestrian comfort, but may be exceeded for otherloadbg (mentiau at the disoreeen at the spedty4q authority.) •'• Melon properties per foot et width. Nett When gratings with serrated surface are apeclfled, We depth of tine grating regn)n8 fora pacific bad w0. be 114" grater than that Pawn ill three tablas. Panel Widths Grating wets 0.e callable from stock Magmata! 24", 36' and 48" widths. When considering alternative widths. consult this table to select widths that will maiden %reform "oat to-0Ur'spacing of the bearing bare. Specified widths dow4thrg from this table w12 be fabricated 4 sire with alae bander/ and the bw spacing a we rade of the finished pale 646 wary from 4e spadag throughout tie remainder of the pew Namber N leariag Bars 2 3 4 6 6 7 8 9 10 j 11 PaaalWittb 1-318° 2-9/16" 3.3/4" 4-15/16" 8-1/8" 7-5/16" 8-1/2" 9-11/16" 10-718" !lumbar at Beads, Bars Panel Width 17 18 19 19-3/16° 20-3/8" f 21-6/16" limber N Bearing gars 32 33 PanelWidtb 37' 38-3/16" 34 64-3/8' 20 22-3/4' 35 40-9/16" 21 22 23-18(18' 25-1/8" 36 37 41-314" 42-15/16" 23 24 23-5/16" 27-1/2" 38 39 44-1/8" 45-566" 12 1 13 12-1718" 13.1/4' i 14-7/18" 27 28 31-1/16" 1 32-1/4" 25 26 28-11/16" 29-7/6" 14 15-518' 29 33-7/16" 15 16-13/16" 30 31 34-5/8" 85-13/16', 16 18' 40 44 Pend widths Indicated are for gratings wnh3/16"thick 46-1/2• 041/16. from bars. Por V6• Vick bearing bn1 deduct 166• from the dated wales Imitates stock pawl whi6a. Tracy, CA • 600.491.7999 • Los Alamitos, CA • 600.321.4314 Seattle, WA • 800.243.3939 • Woodburn, OR • 800.942.4041 Phoenix, A2, • 888.931.8201 C-9 QUANTUM 1 CONSULTING ENGINEERS 1511 Third Avenue, Suite 323 Seattle, WA 98101 TEL 206.957.3900 FAX 206.957.3901 VERIZON SEA — HUBBELL 5301 SOUTHCENTER BLVD, TUKWILA, WA 98188 QUANTUM JOB NUMBER: 18067.01 ADAPT ENGINEERING JOB NUMBER: WA17-21087-STR INFORMATION FROM ADAPT ENGINEERING tuoz!JOA uwu YPOONNL 55 Towaom ULYNX iilliloh 110 lixo ilid1,1 . 10111'1 i „„ . . 5/14/17 IMMO FOR ROAM Emwt SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA. WA 98188 NEW DRD COVER SHEET 1 zi allta — i fr 1 I 1; 1 ZO O A {� WONG s� ■ 1.10110.4 te RL'NLSsp a 44 testi ve rizon PROJECT NAME: SEA HUBBELL PROJECT LOCATION: 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 LIST OF DRAWINGS gi /Oh NMI 7_11'Z -437i1111 CODE COMPLIANCE ALL SOW AND 5M555 SHELL BE PERFUMED MC INSTALLED IN ACCORDANCE TAM IRE CURRENT 00IIO155NS OF 1140 FOLLOWED COWS 415 COPIED 0r 1140 LOCAL CO.E10040 NRMWe10. NOTING IN NESE 511145 15 TO OE CONSTRUED TO PERIIT WAX NOT CO40R10N0 10 HESE COWS 1W011101011 9DRE MD LOM OUL0010 COWS NON 11E EOLLDRR 0 REFERENCE 100E 2010 DTIERIL040OL MILD 40 coot 2015 WERWROWL I0*WMCAL 000E 2015 OOR1124004. 0* Cope 2017 NMIOVL name 000E Ow 70) M151/m-222-0 0TLM9RL TT) APPROVALS 'I P 1 1 e 1 1 PROJECT INFORMATION 1 i0;kq$P.- I111 1 111 ? 6 $ § 5 JJNN 11 i $P i SCOPE OF WORK YDOmL1 NEt6i5s PROPOSES 10 INSTALL A 15554.[59 MIMI' PRM THE WILME O SCOPE OF WNW 1 111111 1 11Viiii 81 41 1 it LEGAL DESCRIPTION g 3 ; Ili CONTACTS g Ifo- PI 8 a A Bgi YEq d s v � i a 5t QQ Q1QtiQ Q�, @@�$iiQ�ii��ii$ a cQ ''''''''"''l, q- / a r •O{ -1 ,: . F ,. f, _i.F lso^^ den p q t, :. - ,/ ;_/• • • to-% Lib ID C • I - - - 04 of _ _ 9 a _,. g /b �F k 1. i © 6 DRIVING DIRECTIONS s, E�eil ■■ e 1 LI 6 lhot 0 .N W ` Z �' !� Nall WOO! �8p��e � � . ' 1 , , , , i Wm x3 gE b cn z J cc z 15 t a y� id �-- e R `/ w Z L LeCj U o i o g 1 1 1 121 °// ffiig aE 4 Q g iN 0 LI 5 h ' Vi y'E p k zz sgd • ., a n ,, R l Alp : lii g I�- e E 3 IC t?! R pa,N A`e., ! !!Bi lsgIndgg gig gi wffi e g 5I1�egid NRbp1 gait l'igi 1111 7i°5 gg g t 9 b �g R5 3 41A g1 4lk n g 9 sr °7 ffi k , �g: Rg$i h; ig l d a in R �. 6 15R e @ 88 i 1 ss ek x g s2 Y ffi i Y87 ¢GJ oR EffiI R I2Fel 1 'i aa§ �a $ _ _ �' - 0 wz J 1 ��e�g"`.. } t a ci o m Ti GENERAL NOTES ry hyo _ .kW @ i � St R F 31 Bilgi ,_ZiF 410 1 E �;1 1:�X gg' l I S V o Q°6 iii52( 1,qqqP IXOli �i; T=i# C3 1ll � gg 5 gi Rgg A:i Y Wig p €� @ �ESq k ! F{ hCh 1S S 1 R !141 iii hill W: ��1 �S 8 J1 ,1 i 1111 1 .1! ffijj ..g ^ '� bg $ 9 g gy Oil! 1 i iC ffi� ;15!:li l i ` g . 1 jiPj.�Rg 2�w'��4y5 2 ki L /y t Og g V 318 8 §l8 8 s a g 4 rio1r9 s11^p li 4 tl i1G r g n F g g A !1 g Q S a i ��,7777 $ 1 Lp7 gygy¢ -. Fffi 11 5 7 s 6, 6 0 p 1 11 l' M i h �+ k4 gi 01 wgi E 8R80ffi 11 b 0: q sRli ss 5 _ iE ,1 ,1 1! g 16g35aR4Y k li ri 19112 p P'g 1g g7 g y: pgg {�g`jj pp mF 83 POI Eli Eg gl @ 3 h ffi ffi Y is lh 4 4 n ! `i a $ dig 6: eW jWg�d yGj5i�sjepIjtl[Yid�ygtpp1!110 FE_ $ S F g i i 2 E=2 1 1 1 8iirc ii n i 1 - b g ik C�C 1 ffi yQ� eq iiR ! � 0i e offi 6.,ak 00 g� IN - &$ih R .. s \FP is 8 gra II 1 33 eYh 4 1° 3 1 M8 �j1a@ C'Qg{ p ffi igg ; X l }� illi }e� ii �" F Ggg 11 P Rq€ ii g ta i tgi3 , $rg ¢ Is!g--g il gy gg Illi€ iii `1 id lie gEgE 49G i x x gt A t t R- T i "dda i @ i, E 1 el 1 B �^ JS 1 '�f7 ; 1= � 11 hea G l 01 Q l it 11' 11 A Y8 C 7i - 6 - tl y G 1! PP 1 rir IX6 FFj�F 11 t 1 5 'IP P M ..'5 VAC 1g ,J5 tii 0 e F 8 a �� ii g P o it 11 i a§ , 5. ,5 E6` 1/11.s �Eq 3R3 R h° O p[dSi: "10 Ili g 6 c g F Cig - _ ? g 1 STRUCTURAL STEEL NOTES I p g 1 e �j . E g dpi _ Sp F 1 ppp fj iiS IE 5L ffie61 e A$ I� $il 1�.eg g 8 1 1 a iffi 'e\� Phil Io 1 8 1 g � b l anus g b i o; a ,, 11 tq ; i ig i ,- b: R ,gFS Etdq B� : Etl iL �. wgi E i p . !e i g i 1455g 111 ffii1 hgs 1 i Pr 1 1 I a Ygfig � g6gd y g gR N d Yd Ori ffi d " $� = g Ek Rogg € 8 GG OHO o }5 k€�Y °8 r thiPi 3 0 9b 6 Ni ; 5 « g li :d!gli it di 4i 4 11 N i d d n c d SPECIAL INSPECTIONS I I • { L`S 86 E i r i g 81 t < sg5x , Pi i g ill6 1 €fie iii pl� yklhER X4 � s�� 5,g .10_ P1 R b_ F F i � ��yy�R �� 1 2 " ffi k 76 °.1E # 9 @iiFI go 00000000130000 $ glb FqFuN /iN i - iill ❑❑ ❑ b -. ,, 1 - g h R. - P_.@ m' . F s e, i g E Y g i i i 1/ 0- e,g1 s i iail F - c _.., . $18 'ii �! 1 s gyii Q g$ 0 G ❑ ❑ $ V ❑ ❑ ❑ ❑ ❑ ❑ ZZ A=LL • D o 1 ci Qg ft_ 121 0 e N OV SITE SURVEY U a � a 0 0 SITE SURVEY U Nr. ik 1 0 z 0 0 0 tr ® 0 Ea PROPOSED SITE PLAN 1 1 brit!itop 4 dm j3co ta z z� wp a EXISTING ROOF PLAN 1 1 I Fr a 612 Idra u 7w a , iii min uunn iyt glmiRani n �'m:m..e w :, .-.:a i „ enc uili:,wlnam n :n. �.mu¢um :.:m .,! eonrmuaa° ca �,milltIli j I m B ki r � �- JIB ; 11 M1M1 me ��n Y(�, IAm7n'` _ �,,. A I €O 11;1111116 '111"•V�p®®Ile 0 M11111 412,..h9 1 ip4i ve." MI R 1 PROPOSED ROOF PLAN &im 0 N Ems " CD > X Z 0.- 1 -../ § 1 MV 01101 i, VIP! 1!1/11I 111'icti Isho MIA!!! rail! 1,,,...,/ i KOACT: SEA HUBBELL 5301 SOUTHCENTER BLVD TUKWILA, WA 98188 ChM MU: EXISTING AND PROPOSED ELEVATIONS I b Pr) I 1, hl g..,,,..-:=. 5 i . , . , , , . - 1 Eq 'it t P el C « t 4 1 5 03) 2 11 TZ: YA:: 1:Z .174541. PROPOSED ELEVATION 1 1 10 b -q • 4, ti- : 4-_ l ' swc Pq5EXISTING ELEVATION 1 1 1 1. COED MOWN MD= I L /MOM MOUNTED 70 MO MOM= NOLL or 4) ono rittems_ , or,mwrilosimmoomms -, - LI : -- L .. • . i 1 •wy,..•f . 4F g git Eag \ , -IF ' 4 1 , r If • , . I . ;.:,.- -..., 1 , i .,t... , 11 --.1 / N g• 0 ', , .114 „.1 :,,t y..,,r,• . .' 4 - -:ii/ 3, ,13' 00 1,. e - --•• :;:zt 4 , tr L„. r -g SItiM! ' ' I'? ) e . . I \ \ \'"4 Rl.l.''1.4 . ,1 • , - I l''0,. i .1 e _ a 4 a ,,, . .:J a: ,__ Ni '1 D' ''. 1 IA; ,, , - . ..... \`$ • .. ', L _ ' IT /..; \ \ \ \ \ \\\ ‘ 4 o',:13',..3".: 0 ' . 411 .1., 1r, 4,fte • --- = , 1 , - 1 vi' % - i '1 v \\\ ,,,,, N 33r - ! ' %Wad i .., I ,)• •T'''' 1 . . \ 7.- 111 •• a\ Li t..._ l' It ri • FH , , E. , 6.1 1 - '' ,.ii I ir •,.., • 2.0._ • adEgi M. . . , ,.. . Win sr 1 Yi2. , ,‘,,•,, , • ,. ,N .t. • ' , \ \ + ...31M033 Aan• i a lig tl . .}.' fiy•.4., 4. •t•ilir-. • 1.,t4 • , ''• , ,.. • , s EIPTEM: 772 M'',..1711 4,--s-.5 .,--A1, 11 1 . i .i WiRfarrigSg2Sili ozw-tienggzirm-, = ar f.• . V , \ s 2E*M2 82 '021Lq PPAW , s ' Mtn Ira.% agnufsam ow:lea& liefi *2- ig 4•:.1` • v..s gain tatz For..,4 Ipt i--- fisRmliPaliatesraM :ILA: i- 6.„, p 1. 1-)k ; k4r,..1frJA4.431144 'cm Kams manmw ,t:orw . ... 4 . i i 1 i 4 ..,..,r %. ;Ili IT- sEi Ei .n, . 1° li 111 b. WzArt,,,F 1 I 1g it' 8! b t t3 t! wl4r1141 gt PI! 110 Et hr litl IP /we 1. ko g IfpgiNiii4 VI bill: a tpq2 1 g I PI" 1 1 114 011 /11;11 1±ts lb X Z ow go ag e � MN! 1 J J w m CA Ea S 9 m� 03 z 0 LiJ <1— Z Q ry QWD SQL_ �Z g� LL tl orx 1 i iRi iii_,_ ______.. 1 1 r,-_-...__.z_.___..--,,,__z.___i_,,_.'_____..._,I, _.=.-„_..., _.-„...-.•.a_,_ .—_ _______=--,_—___..,—,..,__.„...__..__*.__-.,A-o.._.___• ___- __ _c_____ ate_— - — fi 3 i,, ......__....,_.ri__._:- _=__- =_— _ B PROPOSED ANTENNA CONFIGURATION 1 1 11 i l'i i -111ill 1 Ng - Ng - Ng - b b b b D b b b b u=� b b b b .2.R. F b b bP b z b b 'F b bb U a s R"dR# 444x Rao w 1'iRi 1 i;1;11 iVI R RR It RR Ek RR ROPOSE Iuu tuu t-- 1• 7 :Ttl :4 n §k 5 b bb 1 ..n7.1 t tR PROPOSED ANTENNA CONFIGURATION 1 1 AMPM Krazan & ASSOCIATES, INC GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENG=INEERING CONSTRUCTION TESTING & INSPECTION July 25, 2019 KA Project No. 066-19136 City of Tukwila Attn: Building Department 6300 Southcenter Blvd. #100 Tukwila, WA 98188 RE: Final"Letter - SEA Hubbell 5301 Southcenter Blvd. Tukwila, WA To Whom It May Concern: RECEIVED JUL 29 2019 Community Development Permit No. D18-0158 In accordance with your request and authorization, we have performed special testing and inspection services for the above referenced project. The special inspections for this project were: • Proprietary Anchors • Non Shrink Grout • Structural Steel Welding To the best of our knowledge, all work which has been tested and/or inspected has been found to be in general accordance with the approved plans and specifications, engineering revisions, and Chapter 17 of the 2015 International Building Code. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC William Throne Operations Manager Tacoma, WA CC: Eagle Communication Services, Inc With Offices Serving The Western United States 825 — Center ST STE A • Tacoma, WA 98409 • (253) 939-2500 • Fax: (253) 939-2556 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director November 19, 2018 Aileen Zavales Lynx Consulting, Inc 17311 135th Ave NE, Ste A-100 Woodinville, WA 98072 RE: Request for Application Extension #1 Permit Number D18-0158 Dear Ms. Zavales, This -letter is in response to your written request for an extension to Application Number D18-0158. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through May 21, 2019. If you should have any questions, please contact our office at (206) 433-7165. Sincerely, • kdvulf Rachelle RipleyPAiv-) Permit Technician File: Permit No. D18-0158 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov (LYNX Authorized Verizon Wireless Representative November 7, 2018 Rachelle Ripley, Permit Technician City of Tukwila Department of Community Development 6300 Southcenter Boulevard, #100 Tukwila, WA 98188 RE: Verizon Wireless, "SEA Hubbell" at 5301 Southcenter Blvd. Permit Application(s) D18-0158 Dear Ms. Ripley: We are in receipt of your letter dated 10/1/2018 in which the letter states our permit application is "due to expire on 11/21/2018". Please consider an extension of the existing permit because the Notice of Decision from Planning was just issued on October 26, 2018 and the appeal period runs until November 14. Also, the construction plans, under Building Permit D18-1058. We are working with the fire department on corrections to the plans butt to ensure there is ample time please extend the permit expiration date another 90 days. Please let me know if you have any questions; I can be reached at 206 972 1368 and my email is Azavales@lynxconsulting.org. Thank you for your consideration. erel ileen Lynx C es ulting, Inc. / Request for Extension # 13 11120, Current E: piration Date: Extension Request: KApprov2d for /r(/ days ❑ Denied (provide explanation) Signature/Initials RECEIVED CITY OF TUKWILA NOV 0 8 2018 PERMIT CENTER Lynx Consulting, Inc. •17311 135th Ave NE, Suite A-100, Woodinville, WA 98072 • ( 10/1/2018 0 City of Tukwila Department of Community Development AILEEN ZAVALES 17311 135 AVE NE - SUITE A100 WOODINVILLE, WA 98072 RE: Permit Application No. D18-0158 VERIZON WIRELESS 5301 SOUTHCENTER BLVD Dear AILEEN ZAVALES, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 5/21/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of UNDER REVIEW and is due to expire on 11/21/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperatio e this matter. Sincerely, Permit Technician File No: D18-0158 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 9E1M1T COORD COPY -d PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0158 DATE: 05/21/18 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 5301 SOUTHCENTER BLVD X Original Plan Submittal Revision # Response to Correction Letter # before Permit Issued Revision # after Permit Issued kT DEPARTMENTS: kWc S)3 O Building Division / P�c Wot PcM Kvb tol6 '4S 11174 0 Fire Prevention Structural PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) Planning Division LJ] Permit Coordinator DATE: 05/22/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 06/19/18 Approved Corrections Required ❑ Approved with Conditions IN' ❑ 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 0 PW ❑ Staff Initials: 12/18/2013 titnne [ parol Contact. Safety & Health Claims& Insurance Clik Washington State Department of )La:bor & industries Search L&I A-ZIndex Help htc1,8:1 Workplace Rights Trades & Licensing EAGLE COMMERCIAL SRVCS INC Owner or tradesperson Principals . PERRYCOOK, JAY ANTHONY, PRESIDENT PERRYCOOK, TAHIRIH AYN, SECRETARY Doing business as EAGLE COMMERCIAL SRVCS INC WA UBI No. 602 037 526 1026 26TH AVE NW, SUITE C GIG HARBOR, WA 98335 253-858-9611 PIERCE County Business type Corporation License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. EAGLECS88206 Effective — expiration 11/13/2012-11/13/2020 Bond Contractors Bonding & Insurance Co Bond account no. SH3632 Received by L&I 11/13/2012 Insurance Western National Assur Co Policy no. CPP114889401 Active. Meets current requirements. $12,000.00 Effective date 11/08/2012 Expiration date Until Canceled $1,000,000.00 Received by L&I Effective date 09/28/2018 10/01/2018 Expiration date 10/01/2019 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. Help us improve