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Permit D13-0375 - LEGACY PARTNERS TUKWILA - TENANT IMPROVEMENT
LEGACY PARTNERS TUKWILA LLC 16400 SOUTHCENTER PKWY D13-0375 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: http://www.TukwilaWA.eov DEVELOPMENT PERMIT 2623049021 16400 SOUTHCENTER PKWY Project Name: LEGACY PARTNERS TUKWILA LLC Permit Number: D13-0375 Issue Date: 3/13/2014 Permit Expires On: 9/9/2014 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: LEGACY PARTNERS COMMERCIAL PO BOX 130639 , CARLSBAD, WA, 92013 RICK CARDOZA FOR VERIZON 14201 NE 200TH ST #100, WOODINVILLE, WA, 98072 Phone: (253) 218-9017 WESTERN TELCOM SITE SERVICES Phone: (801) 288-2001 392 WEST 4800 S, MURRAY, UT, 84123 WESTETS962LN Expiration Date: 7/22/2015 DESCRIPTION OF WORK: REMOVE/REPLACE 2 PCS V-POL ANTS PER SECTOR, REPLACE WITH 1 X-POL VARITILT PCS ANTENNA. ADD 1 AWS X-POL VARITILT ANTENNA TO EACH SECTOR. SPACE ANTENNAS EQUALLY ON SECTOR FACE. ADD: (2) 2X8 HYBRID CABLES (ALPHA; GAMMA SECTOR), 4 REMOTE RADIO HEADS NEAR NEW AWS AND PCS ANTS AND PCS ANTS, (3) TMAS ON TWR AT 700 MHZ ANTS, RAYCAP NEAR ANTS AND 2 RAYCAP NEAR GROUND BASE EQUIPMENT. Project Valuation: $18,000.00 Type of Fire Protection: Sprinklers: YES Fire Alarm: YES Fees Collected: $735.62 Type of Construction: IIB Occupancy per IBC: B Electrical Service Provided by: TUKWILA FIRE SERVICE Water District: TUKWILA Sewer District: TUKWILA SEWER SERVICE Current Codes adopted by the City of Tukwila: Internations Building Code Edition: International Residential Code Edition: International Mechanical Code Edition: Uniform Plumbing Code Edition: 2012 2012 2012 2012 International Fuel Gas Code: WA Cities Electrical Code: WA State Energy Code: 2012 2012 2012 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: • • Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to th)s permit. Signature: Print Name: E`L1E/UL� 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: Readily accessible access to roof mounted equipment is required. 5: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 7: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. • • 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUK*LA Community Development Department Public {forks Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building PSit; No. /3"03-2 Project No. Date Application Accepted: /01--// , c //.3/ 3 Date Application Expires: 0 (B //$//y (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 16400 Southcenter Parkway King Co Assessor's Tax No. Tenant Name: Legacy Partners Tukwila LLC PROPERTY OWNER Name: Legacy Partners Tukwila LLC Address: 4000 East Third Avenue, Suite 600 City: Foster City State: CA Zip: 94404 CONTACT PERSON - person receiving all project, communication Name: Rick Cardoza for Verizon Wireless Address: 14201 NE 200th Street #100 City: Woodinville State: WA Zip: 98072 Phone: 253-218-9017 Fax: 425-482-2893 Email: rcardoza@ldccorp.com GENERAL CONTRACTOR INFORMATION -' Company Name: TBD Address: City: Woodinville State: WA Zip: 98072 Phone: 425-806-1869 Fax: 425-482-2893 Email: rhall@ldccorp.com City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:\Applications\Forms-Applications On Line \20I I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh 262304-9021 Suite Number: Floor: New Tenant: ❑....Yes].No ARCHITECT OF RECORD` Company Name: LDC, Inc. Architect Name: Richard Hall Address: 14201 NE 200th Street #100 City: Woodinville State: WA Zip: 98072 Phone: 425-806-1869 Fax: 425-482-2893 Email: rhall@ldccorp.com ENGINEER OF RECORD . _ Company Name: LDC , I.,c . Engineer Name: M, came,\ -Q . M c. C.c,Y, Address: t.I20t „as- Zoo;`^ Shu,*-, 44-100 City: W cmA.,,,.i,\lt_, State: Wq Zip: 9 2342. Phone: (420 8 oco -. t g t, 9 Fax: Email: mrv'c,c_ay.v\ @, \ a cco - .covin LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: BBQ Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATI — 206=431-3670 Valuation of Project (contractor's bid price): $18,000 Existing Building Valuation: $ 8,088,000 Describe the scope of work (please provide detailed information): Remove/replace 2 PCS V-POL ants per sector, replace with 1 X-POL varitilt PCS antenna. Add I AWS X-POL varitilt ant. to each sector. Space ants equally on sector face. Add: (2) 8x8 hybrid cables (alpha ; gamma sector), 4 Remote Radio Heads near new AWS and PCS ants, (3) TMAs on twr at 700 MHz ants, Raycap near ants and 2 Raycap near ground Base equip. Will there be new rack storage? ❑ Yes ©.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below.. PLANNING DIVISION: N/A Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZAR OUS MATERIALS: N/A li Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Id No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM N/A 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\Forms-Applications On Line \20I I Apphcations\Perma Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of4 Existing ' Interior Remodel Addition to , Existing . Structure New Type of .: Construction per ` IBC , Type of Occupancy per IBC 151 Floor 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: N/A Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No If "yes", explain: FIRE PROTECTION/HAZAR OUS MATERIALS: N/A li Sprinklers Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes Id No If `yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safely Data Sheets. SEPTIC SYSTEM N/A 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H: Applications\Forms-Applications On Line \20I I Apphcations\Perma Application Revised - 8-9-I I.docx Revised: August 2011 bh Page 2 of4 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 0...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): ❑ ...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 ❑ .. Geotechnical Report 0 .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ ...Total Cut cubic yards ❑ .. Work in Flood Zone ❑ ...Total Fill cubic yards ❑ .. Storm Drainage ❑ ...Sanitary Side Sewer 0 .. Abandon Septic Tank 0 .. Grease Interceptor ❑ ...Cap or Remove Utilities ❑ .. Curb Cut 0 .. Channelization 0 ...Frontage Improvements 0 .. Pavement Cut 0 .. Trench Excavation ❑ ...Traffic Control ❑ .. Looped Fire Line 0 .. Utility Undergrounding 0 ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # ❑ ...Water Only Meter Size WO # ❑ ...Sewer Main Extension Public ❑ Private 0 ❑ ...Water Main Extension Public 0 Private 0 ❑...Deduct Water Meter Size 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: City State Zip Water Meter Refund/Billing: Name: Day Telephone: Mailing Address: City State Zip H:\Applications\Forrns-Applications On Line \2011 Applications\permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES A Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR _Signature:-? Print Name: Rick Cardoza on behalf of VZW Mailing Address: 14201 NE 200th Street #100 r_ Date: I Z/ I «l 3 Day Telephone: 253-218-9017 Woodinville WA 98072 City H:WppltcattonsVPorms-Applications On Line t201 I Applications'Permn Application Revised - 8-9-11.docx Revised: August 2011 bh State Zip Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $422.12 D13-0375 Address: 16400 SOUTHCENTER PKWY Apn: 2623049021 $422.12 DEVELOPMENT $422.12 PERMIT FEE WASHINGTON STATE SURCHARGE TOTAL FEES PAID BY RECEIPT: R1454 R000.322.100.00.00 B640.237.114 $417.62 $4.50 $422.12 Date Paid: Thursday, March 13, 2014 Paid By: LYNN WALL Pay Method: CREDIT CARD 013719 Printed: Thursday, March 13, 2014 9:25 AM 1 of 1 CRWSYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID $313.50 D13-0375 Address: 16400 SOUTHCENTER PKWY Apn: 2623049021 $313.50 DEVELOPMENT PERMIT FEE PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R390 R000.322.100.00.00 R000.345.830.00.00 $313.50 $25.48 $288.02 $313.50 Date Paid: Friday, December 13, 2013 Paid By: LAND DEVELOPMENT CONSULTANTS ' Pay Method: CHECK 12444 Printed: Friday, December 13, 2013 4:14 PM 1 of 1 CRWSYSTEMS 01) INSPECTION RECORD Retain.a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-367 Permit Inspection Request Line (206) 431-2451 4>3 v� Project: I Ire c 1 e 0 L.( Y \\ Type o f In pection: j Y. 4 Address: t ctil Date Called: Special Instructions: Date Wanted: (e, ,_ \ Ci ,.a.m. 1 Lr p.m. Requester: l _ , / Phone No: ` 2 00 —c S� Q Approved per applicable codes. Corrections required prior to approval. COMMENTS: r .1-11N-11 L- 4 ln�s`pe�C Date& n REINSPECTION FEE R UIRED. Prior to next inspection, fee must be pa‘ d at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit_ `J Li 4 37 INSPECTION NO. PERMIT NO.r, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 431-2451 Project: 1.:—CC-2/1( y 6 Tn ys Type of Inspection: °Ai Al...— Address:( 1-440400 36 Di v row Date Called: Special Instructions: a / Date Wanted i „ (2( /gym! p.m. Requester: Phone No: %- ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: r j0 (-0 /\Ta. LT int2A/! �_ 1 P r\ 0 A cc e 5 S r�o I A Inspector GA4-01 L, Date:I/_ V � 1 -f4 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. PLANKING APPROVED • No changes can be madeto these plans without approval from the Planning Division of DCD Approved By: Date: l-) —► GENERAL LOCATION MAP NOT TO SCALE DRIVING DIRECTIONS FROM VERIZON WIRELESS OFFICE: • HEAD SOUTH ON 158TH AVE SE • TAKE THE 1ST RIGHT ONTO SE EASTGATE WAY • TURN LEFT TO MERGE ONTO 1-90 W TOWARD SEATTLE • TAKE EXIT 10 FOR INTERSTATE 405 S TOWARD RENTON • MERGE ONTO 1-405 S • TAKE THE SOUTHCENTER BLVD EXIT • SHARP RIGHT ONTO SOUTHCENTER BLVD • TAKE THE 1ST RIGHT ONTO 61ST AVE S • TAKE THE 1ST RIGHT ONTO TUKWILA PKWY • CONTINUE ONTO SOUTHCENTER PKWY • KEEP LEFT TO STAY ON SOUTHCENTER PKWY • MAKE A U-TURN • DESTINATION WILL BE ON THE RIGHT: 16400 SOUTHCENTER PKWY APPROVAL / SIGN OFF APPROVED BY DATE SIGNATURE SITE ACQUISITION ZONING RF CONSTRUCTION MANAGER PROJECT MANAGER REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED V@1717 wireless SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 VICINITY MAP NOT TO SCALE REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 a 2014 City of Tukwila BUILDING DIVISION CORRECTION Dr5-o37s PROJECT CONTACT LIST FILE COPY PentnNa/0 tar OVIY Ptah review approval is subject to EMUS and omissions. ::: ,fa! of construction documents does not authorize 94: ,..aton of any adopted code or ortmance. Receipt ty, approved Reidand . , , 6 is adcnowledged: BY Date APPLICANT: VERIZON WIRELESS 3245 158TH AVENUE SE, MS231 BELLEVUE, WA 98008 PROJECT ARCHITECT: LDC, INC. 14201 NE 200TH ST, SUITE 100 WOODINVILLE, WA 98072 CONTACT: RICHARD B. HALL AIA PHONE: (425) 806-1869 FAX: (425) 482-2893 PROPERTY OWNER: LEGACY PARTNERS COMMERCIAL 10655 NE 4TH ST #812 BELLEVUE, WA 98004 PROJECT CONSULTANT: LDC, INC. 14201 NE 200TH ST, SUITE 100 WOODINVILLE, WA 98072 CONTACT: RICHARD CARDOZA PHONE: (253) 218-9017 rcardoza@ldccorp.com (PROJECT INFORMATION CODE INFORMATION: IZONING CLASSIFICATION: TUC f BUILDING CODE: 1' C CONSTRUCTION TYPE: IIB OCCUPANCY: S-2 I. JURISDICTION: CITY OF TUKWILA PROPOSED BUILDING USE: UNMANNED TELECOM I, SITE LOCATION (NAD83): ' LATITUDE: 47° 27' 18.95" N (47.455264° N) ,` LONGITUDE: 122° 15' 42.78" W (122.261883" W) TOP OF STRUCTURE: 115.5' AMSL 63'-6" AGL I BASE OF STRUCTURE: 52.0' AMSL 0'-0" AGL PROJECT LEASE AREA: PARCEL NUMBER: N/A 2623049021 NEW IMPERVIOUS AREA: AREA OF PARCEL: 0 SF 1.95 ACRES GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 1 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS UNAFFECTED. PROJECT DESCRIPTION: VERIZON WIRELESS PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH THE REPLACEMENT OF (4) PANEL ANTENNAS WITH (4) NEW PANEL ANTENNAS. ALSO THE ADDITION OF (4) RRUS UNITS, (3) TMA'S, (1) RAYCAP DISTRIBUTION OVP BOX, AND (2) HYBRID CABLES MOUNTED ON AN EXISTING BUILDING. Oty Of iblavila BUILDING DIVISION DRAWING INDEX DWG NO. DESCRIPTION T-1 TITLE SHEET G-1 GENERAL NOTES A-1 SITE PLAN A-2 ENLARGED SITE PLAN A-3 ELEVATIONS A-4 CONSTRUCTION DETAILS S-1 STRUCTURAL NOTE & DETAILS RF -1 ANTENNA CONFIGURATION E-1 SCHEMATIC GROUNDING PLAN E-2 GROUNDING DETAILS LEGAL DESCRIPTION PARCEL 1 OF CITY OF TUKWILA REVISED SHORT PLAT #77-51-55 AKA BLA #3-79 REC #7904180861 SD PLAT DAF - POR SE 1/4 OF NW 1/4 BEG AT MONUMENTAL INTSN OF C/L'S OF SOUTHCENTER PARKWAY 57TH AVE S & STRANDER BLVD S 164TH ST TH S 8-45-5 E 325.05 FT TH 0-25-58 E 30 FT TO AN INTSN WITH S MGN SD STRANDER BLVD & TPOB TH CONTG S 0-25-58 E 200 FT TH S 89-45-58 E 350 FT TH S 0-25-58 E 1093.20 FT TH N 89-43-19 W 626.31 FT TOE MGN SOUTHCENTER PARKWAY TH N 0-57-48 W 1241.85 FT TO A PT OF CURVE TH NLY & ELY ALG ARC OF CURVE TO RGT RAD 50 FT THRU C/A 91-11-50 79.53 FT TO S MGN STRANDER BLVD TH S 89-45-58 E 237.72 FT TO TPOB LESS POR OF SD PAR 1 FOR ST UNDER REC NO 8310250922 LESS RD PER SUP COURT #09-2-19459-9 KNT UTILITY COMPANIES POWER: PUGET SOUND ENERGY PHONE: (888) 225-5773 TELEPHONE: CENTURY LINK PHONE: (800) 777-9594 SCALE DISCLAIMER DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS. ALL PREVIOUS ISSUES OF THIS DRAWINGS ARE SUPERSEDED BY THE LATEST REVISION. PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS SERVICES IS STRICTLY rittrIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER LDC THE CML ENGINEERING GROUP Architectural Engineering Structural Survey 14201 NE 20001St. 8100 Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2993 www.LDCcorp.com DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11-1113 PRELIMINARY CONSTRUCTION RBH 12-12-13 FINAL CONSTRUCTION RBH 01-06.14 FINAL CONSTRUCTION 688 SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 i GENERAL NOTES: 1. THE PROPOSED INSTALLATION WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE. 2. THE PROPOSED INSTALLATION IS UNMANNED AND IS NOT FOR HUMAN HABITATION (NO HANDICAP ACCESS IS REQUIRED) 3. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MONTH, BY VERIZON WIRELESS TECHNICIANS. 4. NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 5. OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. 6. ALL REFERENCES TO SPECIFIC STANDARDS FOR THIS PROPOSAL ARE UNDERSTOOD TO BE THE LATEST VERSION. 7. THE TENDERED MUST UNDERGO A SITE VISIT TO CAREFULLY EXAMINE AND UNDERSTAND THE SCOPE OF THE WORK REQUIRED BEFORE BID SUBMISSION. NO COMPENSATION IN ANY FORM WILL BE PAID FOR EXPENSES RESULTING FROM FAILURE TO DO SO. 8. IF THE SPECIFIED EQUIPMENT CAN NOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONSTRUCTION MANAGER. 9. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS, ELECTRICAL LINES, AND ANTENNA CABLES. 10. ROUTING OF ALL CONDUITS, CABLES, CABLE TRAYS, ETC. IS INDICATED AS PROPOSED LOCATIONS ONLY. CONFIRM THE EXACT ROUTING WITH THE ON-SITE CONSTRUCTION MANAGER PRIOR TO THE START OF WORK. 11. ALL DAMAGE OR OPENING UP OF THE EXISTING STRUCTURE MUST BE MADE GOOD TO THE PRE -CONSTRUCTION CONDITION OR BETTER. 12. INSPECTION OF COMPLETED WORK IS REQUIRED BEFORE COVERING UP. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO CONSULTANT. 13. REMOVE AND CLEAN UP ANY DEBRIS OR MATERIAL FROM THE SITE THROUGHOUT THE DURATION OF THE CONTRACT ON A DAILY BASIS AND UPON COMPLETION OF THE WORK AS DIRECTED BY THE CONSTRUCTION MANAGER. 14. OBTAIN AND PAY FOR ALL ELECTRICAL PERMITS AND INSPECTIONS REQUIRED FOR COMPLETION OF WORK AND ACCEPTANCE. PROVIDED CERTIFICATES TO THE CONSTRUCTION MANAGER VERIFYING THAT THE WORK CONFORMS TO THE REQUIREMENTS OF ALL CODES AND AUTHORITIES HAVING JURISDICTION. 15. PROVIDE VERIZON WIRELESS WITH A WRITTEN WARRANTY, EFFECTIVE FOR ONE YEAR AFTER DATE OF ACCEPTANCE. FOR THE COMPLETE INSTALLATION REPAIR OR REPLACE ANY DEFECTS ARISING DURING THIS PERIOD AT NO EXTRA COST TO VERIZON WIRELESS. 16. NO DEVIATIONS FROM DESIGN SHOWN ON THESE DRAWINGS IS ALLOWED WITHOUT WRITTEN APPROVAL FROM THE CONSULTANT. FAILURE TO OBSERVE THIS RULE MAY RESULT IN CONTRACTOR CORRECTING THE INSTALLATION AT THEIR EXPENSE. ABBREVIATIONS: AFF AFG AFS ALUM AB ARCH BTS BLDG BM BOT B.O. BOC BOS CJ CLG CLR CMU COL CONC CONST CONT CTR DIA/0 DTL (E) EA EJ ELEC EL E0 EW EXP EXT FD FIN FIN FLR FLR FTG GA GALV GYP GB HM HOR HR HT HVAC INSUL INT ABOVE FINISHED FLOOR ABOVE FINISHED GRADE ABOVE FINISHED SLAB ALUMINUM ANCHOR BOLT ANGLE ARCHITECTURAL BASE TRANSMISSION SYSTEM BUILDING BEAM BOTTOM BOTTOM OF BOTTOM OF CONCRETE BOTTOM OF STEEL CONTROL JOINT CENTER LINE CEILING CLEAR CONCRETE MASONRY UNIT COLUMN CONCRETE CONSTRUCTION CONTINUOUS CENTER DIAMETER DETAIL EXISTING EACH EXPANSION JOINT ELECTRIC/ELECTRICAL ELEVATION EQUAL EACH WAY EXPANSION EXTERIOR FLOOR DRAIN FINISH FINISH FLOOR FLOOR FOOTING GAUGE GALVANIZED GYPSUM GYPSUM BOARD HOLLOW METAL HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSULATION INTERIOR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPNG OPP PCS PR PSI PSF PT RAD RD REINF REQ'D RM RNV SCHED SECT SF SIM SO FT SS STD STL STRUC TEMP THK T.O. TOS TOC TYP UNO VERT W/ WWM JOINT LAMINATED LINEAL FOOT MANUFACTURER MAXIMUM MECHANICAL MANHOLE MILLIMETER MINIMUM MISCELLANEOUS MILES PER HOUR METAL NOT IN CONTRACT NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD OPENING OPPOSITE PERSONAL COMMUNICATION SYSTEM PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REIN FORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIMILAR SQUARE FOOT STAINLESS STEEL STANDARD STEEL STRUCTURAL TEMPORARY THICK TOP OF TOP OF STEEL TOP OF CONCRETE TYPICAL UNLESS NOTED OTHERWISE VERTICAL WITH WELDED WIRE MESH LEGEND AND SYMBOLS: CHAIN LINK FENCE CEDAR FENCE —0 - POWER UNDERGROUND POWER TELCO UNDERGROUND TELCO OVERHEAD POWER BOUNDARY CENTERLINE REVISION BUG ELEVATION DETAIL NUMBER SHEET NUMBER SECTION BUG P UGP UGT j,,PROPOSED ELEVATION YO' -0" AGL e 11 AT- �A U STRUCTURAL STEEL NOTES: SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. STRUCTURAL STEEL DESIGN, FABRICATION, PAINTING AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE AISI'SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE 11s1 ACCORDANCE WITH IBC 2012 CHAPTER 17, BY A QUALIFIED TESTING AGENCY DESIGNED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. WIDE FLANGES B. PLATES, SHAPES, ANGLES AND RODS C. SPECIAL SHAPES AND PLATES D. PIPES E. STRUCTURAL TUBING F. ANCHOR BOLTS G. CONNECTION BOLTS ASTM A992, fy=50 KSI ASTM A36, fy=35 KSI ASTM A572, fy-42 KSI ASTM A53, fy=35 KSI ASTM A500, fy--46 KSI ASTM A307 ASTM A325 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER ASTM A123 / A123M-00. 5 ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND VERIZON WIRELESS STANDARDS AND SHALL BE PERFORMED BY WABO CERTIFIED WELDERS USING E70XX ELECTRODES. ONLY PRE QUALIFIED WELDS (AS DEFINED BY VERIZON WIRELESS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70XX 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. PROVIDED MINIMUM SECTION PROPERTIES INDICATED. ALL COLD -FORMED STEEL FRAMING SHALL CONFORM TO THE AISI "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS' 7 BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4'0) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. ALL ASSEMBLIES ARE TO BE TIGHTENED IN ACCORDANCE WITH "SPECIFICATIONS FOR STRUCTURAL JOINTS USING ASTM A325 OR A490". JUNE 30, 2004. FOR BEARING -TYPE CONNECTIONS AS A MINIMUM. THE BOLTS SHALL BE TIGHTENED TO A "SNUG TIGHT" CONDITION. A "SNUG TIGHT" CONDITION IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES IN A JOINT ARE IN FIRM CONTACT. THIS MAY BE ATTAINED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. 8 NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8"0 ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9 ALL WELDS TO BE 1/4' FILLET UNLESS NOTED OTHERWISE 10. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. SPECIAL INSPECTIONS: SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC 2012 SECTION 1704 SOILS/GEOTECHNICAL: O SHORING INSTALLATION AND MONITORING ❑ OBSERVE AND MONITOR EXCAVATION O VERIFY SOIL BEARING psf BEARING O SUBSURFACE DRAINAGE PLACEMENT O VERIFY FILL MATERIAL AND COMPACTION 0 VERIFY CONDITIONS AS ANTICIPATED ❑ PILE PLACEMENT (AUGER CAST/DRIVEN PILE) O OTHER REINFORCED CONCRETE: O REINFORCING STEEL AND CONCRETE PLACEMENT 0 PRESTRESSED/PRECAST CONCRETE FABRICATION AND ERECTIO O BATCH PLANT INSPECTION O SHOT CRETE 0 GROUTING O OTHER STRUCTURAL STEEL: O FABRICATION AND SHOP WELDS ❑ ERECTION AND FIELD WELDS AND BOLTING O OTHER STRUCTURAL ALUMINUM: O FABRICATION AND SHOP WELDS O ERECTION AND FIELD WELDS AND BOLTING O OTHER STRUCTURAL MASONRY: O CONTINUOUS O PERIODIC 0 OTHER: ANCHORING TO CONCRETE: ❑ BOLTS INSTALLED IN CONCRETE ❑ POST -INSTALLATION ADHESIVE ANCHORS O POST -INSTALLATION MECHANICAL ANCHORS NO SPECIAL INSPECTION REQUIRED REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 R 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER LDC THE CIVIL ENGINEERING GROUP Architectural Engineering Structural Survey 14201 NE 20001 St., 8100 P11. 425.806.1869 Woodinville. WA 98072 FR. 425.482.2893 www.LDCcorp.com DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS GM MIMINEMIEGI © QM® © m ___ _immi IN_ mi __ _ _ SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE GENERAL NOTES SHEET NUMBER G-1 \2013\_Telecom\13-644 Verizon — SEA Mall Rats AWS \Drawings\Construction\13644CD—Al-0.dwg ....STANDERBLVD SURVEY DISCLAIMER: PROPERTY LINES AND STRUCTURES HAVE BEEN DIGITIZED FROM PREVIOUS PLAN SETS OR FROM ASSESSORS MAPS. LDC HAS NOT COMPLETED A SITE SURVEY AND THEREFORE MAKES NO CLAIM AS TO THE ACCURACY OF INFORMATION DEPICTED ON THIS SHEET. PROPERTY LINE 4i D 127 APN: 26239021 EXISTING & PROPOSED VERIZON WIRELESS ANTENNAS T, ANTENNA SETBACK SUIL(NG NTENNA SETBACK 122'±N ANTENNA SETBACK EXISTING VER ZON WIRELESS EQUIPMENT SHELTER WIN OEM rant PAPIsING LOT ?E) PROPERTY LINE EXISTING SITE ACCESS J man imm. REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 2014 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER SITE PLAN 22"x34" SCALE: 1" = 20' I 11"x17" SCALE: 1" = 40' 1 veriLnwireless LDC THE OWL ENGINEERING GROUP Architectural Engineering Structural Survey 14201 NE 200th SI.. 8100 PR 425.806.1869 WoodInvdle, WA 98072 Fr. 425A822893 www.LOCx rp.COm DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11-13-13 PRELIMINARY CONSTRUCTION RBH 12-12-13 FINAL CONSTRUCTION RBH 91.16.14 FINAL CONSTRUCTION RBH RICH ' S ' AL STATE OF WASHINGTON SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE SITE PLAN SHEET NUMBER A-1 SFA Mall Rats AWS\Drawings\Construction\13644CD—A2-0.Awg ing: P:\2013\_Telecom\ 13-644 f REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 g 2014 City of Tukwila BUILDING DIVISION /-EXISTING ROOFTOP F EXISTING PENTHOUSE CONSTRUCTION PLAN KEYED NOTES • EXISTING VERIZON WIRELESS EQUIPMENT SHELTER (TO REMAIN). O PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED TO EXISTING BEAM. • EXISTING 63.5' BUILDING (TO REMAIN). OS EXISTING VERIZON WIRELESS PANEL ANTENNA (TO REMAIN). • EXISTING VERIZON WIRELESS ANTENNA MOUNT (TO REMAIN). PROPOSED VERIZON WIRELESS RRUS UNIT (TYP 1 PER AWS ANTENNA). A Aft 0 w O PROPOSED VERIZON WIRELESS PANEL ANTENNA. K13/ PROPOSED VERIZON WIRELESS TMA MOUNTED ON EXISTING ANTENNA NY MOUNT (TYP 1 PER SECTOR). Ark PROPOSED VERIZON WIRELESS RAYCAP OVP DISTRIBUTION MOUNTED WITHIN t9 EXISTING SHELTER (IF WALL SPACE WITHIN SHELTER CANNOT ACCOMMODATE OVP BOX UNDER FIELD VERIFICATION CONDITIONS, GC SHALL PLACE BOX ON GALV UNISTRUT BETWEEN TWO WAVE GUIDE POSTS ADJACENT SHELTER). RECEIVED CITY OF TUKWILA JAN 1 0.2014 PERMIT CENTER SITE NOTES 1. VERIFY ANTENNA MODEL, RAD CENTER & AZIMUTHS. 2. ANALYSIS OF TOWER & FOUNDATION SHALL BE PERFORMED BY OTHERS & STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. ENLARGED SITE PLAN 22"x34" SCALE: 3/8" = 1'-0" I 11"x17" SCALE: 3/16" = 1'-0" 11 1 GENERAL NOTES 1. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES, AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA, COAX AND ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. 5. ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH. ALL AZIMUTHS MUST BE VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION. LDC THE OW ENGINEERING GROUP Architectural Engineering Structural Survey 14201 NE 200th 8I.. 8100 PK 425.806.1869 Woodinville, WA 98072 FI. 425.4822893 www.LDC wp.can DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11-1113 PRELIMINARY CONSTRUCTION R8H 2 12-12-13 FINAL CONSTRUCT0DN RSH 3 01-06-14 FINAL CONSTRUCTION RBM SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2 Jan 09, 2014 — 9:08pm P:\2013\_Telecom\13-644 Verizon — SEA Mall Rots AWS \Orowings\Construction \ I3644CD—A3-0.owg LDC THE CIVIL ENGINEERING CROUP Architectural _ Engineering Structural Survey 14201 NE 200th St.. 4100 Ph. 425.1306.1069 WooOnvib, WA 98072 FR. 425.4622993 www.LDCcarp.com DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11-1613 PRELIMINARY CONSTRUCTION RBH 2 12-12-13 FINAL CONSTRUCTION RBH 01-0614 FINAL CONSTRUCTION RBH REGISTERED ARCHITECT SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE ELEVATION SHEET NUMBER A-3 CONSTRUCTION PLAN KEYED NOTES TIP HEIGHT OF PROPOSED VERIZON WIRELESS ANTENNAS 78.3' AGL TIP HEIGHT OF EXISTING VERIZONWIRELESSANTENNAS - 6 1g ��\\ V% (INSIDE) / EXISTING ROOFTOP PENTHOUSE (TO REM IN) O2 EXISTING VERIZON WIRELESS EQUIPMENT SHELTER (TO REMAIN). O PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED Ali TO EXISTING BEAM. 77.0' AGL 0 gO4 / J EXISTING 63.5' BUILDING (TO REMAIN). (BEHIND) �a� TOP OF EXISTING VBUILDING \ n I ". Gam: pp :piH II. i. ® OS EXISTING VERIZON WIRELESS PANEL ANTENNA (TO REMAIN). O EXISTING VERIZON WIRELESS ANTENNA MOUNT (TO REMAIN). 63.5 AGL — — — — — — — .— — L — x,. •jI •- ' O O8 PROPOSED VERIZON WIRELESS RRUS UNIT (TVP 1 PER AWS ANTENNA). WW, .6 00 PROPOSED VERIZON WIRELESS PANEL ANTENNA. All v It I - - i-"... 1PROPOSED VERIZON WIRELESS TMAMOUNTED ON EXISTING ANTENNA Ark % MOUNT (TVP 1 PER SECTOR). 'S Iiir lv t_ 1 j. r FINISH GRADE �0.0'AGL 1 n ''`a�. - . (: r+ ` .;• ;- ,r , „ . :. • ± - •, D ' � t : 4� , - . ; i y } " � , _ _. } x y 1 _. '_ ...t )' � • _ �C � { 1 F , ; 1 i { ',- _ #' , + ;, � 1 00 EXISTING VERIZON WIRELESS ANTENNA (TO BE REPLACED). PROPOSED VERIZON WIRELESS RAYCAP OVP DISTRIBUTION MOUNTED WITHIN EXISTING SHELTER (IF WALL SPACE WITHIN SHELTER CANNOT ACCOMMODATE AI 19 OVP BOX UNDER FIELD VERIFICATION CONDITIONS, GC SHALL PLACE BOX ON W GALV UNISTRUT BETWEEN TWO WAVE GUIDE POSTS ADJACENT SHELTER). PROPOSED NORTHWEST ELEVATION (LOOKING SOUTHEAST) 2 22"x34" SCALE: 3/32" = 1'-0" I 11"x17" SCALE. 3/64" = 1'-0" TIP HEIGHT OF REPLACED WIRELESS ANTENNAS VERIZON77.0' REVIEWED VED FOR CO )E COMPLIANCE AGL HEIGHT OF EXISTING WIRELESS ANTENNAS inn m 0 5 - EXISTINGROOFTOPPENTHOUSE(TOREMAIN) I . APPROVED �� AO�� J L RECEIVED CITY OE F 77.0'IAGN (te © � " TU K W I L A TOP OF EXISTING An BUILDING 1 - r - .. I I . I I City of Tukwila JAN 1 0 2014 V63.5'AGL — — — BU LDING DIVISION PERMIT CENTER SITE NOTES 1. VERIFY ANTENNA MODEL, RAD CENTER 8 AZIMUTHS. ,. . " .. w` • ' < - T ' 1 i �' - . � <I •?. ;.-1( - . +i 2. ANALYSIS OF TOWER 8 E. FOUNDATION SHALL BE PERFORMED BY OTHERS STAMPED BY A LICENSED STRUCTURAL ENGINEER. 3. PROPOSED ANTENNAS. EQUIPMENT AND MOUNTING HARDWARE NEAR ANTENNA LEVEL SHALL BE PAINTED TO MATCH EXISTING. {{ GENERALTHE LNOTES },., -",; ..y - R .• " _ 1 - 3 . ti • ; I ` r ( , 1 1 R SHALL LY WITH ALL LOCAL AND NATIONAL CODES, REGULATIONS AND SAFETY REGULATIONS. ALL OSHA REGULATIONS, ALL PUBLIC AND MUNICIPAL AUTHORITIES. AND ANY UTILITY COMPANIES' REGULATIONS AND DIRECTIVES. 2. THE DRAWINGS AND SPECIFICATIONS ARE A GENERAL DIRECTIVE FOR THE SCOPE OF FINISH GRADE N I r . t f t . r». >: , . x ` r '.1 t •y • .,r , - { - N .. _ 4 1 ,.. 1 WORK. EXACT DIMENSIONS AND LOCATIONS MAY CHANGE IN THE FIELD. THE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND LOCATIONS AND REPORT ANY AND ALL DISCREPANCIES TO REPRESENTATIVE. ANY MINOR ERRORS AND OMISSIONS IN THE DRAWINGS AND SPECIFICATIONS DOES NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. 3. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF 0.0' AGL CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. 4. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA, EXISTING NORTHWEST ELEVATION (LOOKING SOUTHEAST) COAX AND ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. • 1 5. ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH, ALL 22"x34" SCALE: 3/32" = 1'-0" I 11 "x17" SCALE: 3/64" =1' " I I AZIMUTHS MUST BE VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION. LDC THE CIVIL ENGINEERING CROUP Architectural _ Engineering Structural Survey 14201 NE 200th St.. 4100 Ph. 425.1306.1069 WooOnvib, WA 98072 FR. 425.4622993 www.LDCcarp.com DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11-1613 PRELIMINARY CONSTRUCTION RBH 2 12-12-13 FINAL CONSTRUCTION RBH 01-0614 FINAL CONSTRUCTION RBH REGISTERED ARCHITECT SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE ELEVATION SHEET NUMBER A-3 SEA Moll Rota AWS\Drawings\Construction\13644CD—S1-0.d Drawing: P:\2013\_Telecom\ 13-644 Vernon STRUCTURAL NOTES 6"t CLIP ONE SIDE OF ry. 1 ./ EX IELD VE 10X4 (FIELD VERIFY CODES: 2012 INTERNATIONAL BUILDING CODE ASCE7-05 AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION LIVE LOADS: SNOW: 25 PSF WIND: 85 B SEISMIC' SDC D; SS = 1.424; S1 = 0.487 EQUIPMENT: SELF -WEIGHT FOUNDATION N/A. CONCRETE: N/A REINFORCING STEEL: N/A.\\\\ STRUCTURAL AND MISCELLANEOUS STEEL: STRUCTURAL PLATE STEEL, ASTM A-36, FB = 24,000 PSI MAXIMUM. ALL STRUCTURAL TUBE (TS) AND HSS SECTIONS SHALL BE ASTM A-500 GRADE B, FS = 46 KSI. ALL PIPE SECTIONS SHALL BE ASTM A53 GRADE B UNLESS NOTED OTHERWISE ON THE PLANS. ALL WELDS SHALL BE A MINIMUM OF 3/16" MINIMUM CONTINUOUS FILLET WELDS USING AWS CLASS E70 ELECTRODES UNLESS OTHERWISE NOTED. ALL STRUCTURAL STEEL WELDING/FABRICATION SHALL BE DONE BY WABO CERTIFIED WELDERS OF THE STATE OF WASHINGTON. ALL FABRICATION AND ERECTION SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION FOR STRUCTURAL STEEL FOR BUILDINGS". AL L STEEL NOT EMBEDDED IN CONCRETE SHALL RECEIVE ONE SHOP COAT OF AN APPROVED PRIMER PAINT. ALL BOLTS SHALL BE ASTM A-307 UNLESS OTHERWISE NOTED. MISCELLANEOUS: THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. VERIFY THE SIX AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALLS WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT COINSTNNECTIONS AND STIFFENERS HAVE BEEN EX HSS 10X4 (FIELD VERIFY) W1 I 4 REVIEWED CODE APPROVED JAN &HSS City BUIL COMPLIANCE 1 �'. of �T�, G FOR 2014 • il a DIVISION NEW L3X3X3/16 STRUT W/ (1) 1/213 A307 BOLT EA END ANGLE & BEND REMAINING SIDE TO 1/2"0 U -BOLT O /�________________________ SHAPE FOR BOLT INSTALLATION ,y NEW BRACE NEW BEAM L3X3X3/16 L3X3X3/16 (SKEWED) / �� NEW ' sR4 L3X3 // j R / / / / i/ CLIP ONE SIDE OF ANGLE & BEND IREMAINING SIDE TO / SHAPE FOR BOLT % INSTALLATION i, EX W12X26-V (FIELD VERIFY) It 1/2"8"x0'-9" W/ (2) O.C.A307OBOTS E 6" O.. TO FLANGE OF W12 aa%tirr�xteisIaraGaw[ixi # 1 1/2" •••" # 1 1/2" EX W12X26J iii. /-//////�/�/.2.. I 8" 3" (FIELD VERIFY) L3X3 BRACE TO L3X3 BEAM 7 NEW 3X3 STRUT TO W12 6 NEW 3X3 STRUT TO W12 5 22"x34" SCALE: 3" = 1'-0" 22"x341 SCALE 3" = 1-0" 22"x34" SCALE: 3" = 1'-0" NEW L3X3 \ NEW 1/2"0 A307 „� > BOLT 40IT °. REMOVE 1 LEG OF ANGLE & BEND INTO POSITION FOR BOLT ATTACHMENT ATTACHMENT TO L3X3X3/16 @ TOP OF ANTENNA GRID NEW 1/2"0 A307 BOLT END OF OTHER NEW L3X3X3/16 (A36) (SKEWED BACK) NEW L3X3X3/16 �(A36) ��/ TO TOP OF NEW 3X3X3/16,�.-11% EXISTING ANGLE TO BE UPGRADED TS1024 --�� j' } 1, '' y ��� n ;� /---`-TS — —� lir- ��_ /1- 10/4 e --- / _ I r I NEW 3X3X3/16 NEW 3X3X3/16 ` W t- 8- X86 -- - _ _-__ NEW 1/2"X8"XO'-9" PLATE EXISTING ANGLE TO BE UPGRADED ----W12X26 ----------_--_ / EXISTING ROOF DECK EXISTING ROOF / EDGE .Ip +6 �5��.% L .�-f z. � / =. :- -_ = TS10X4X1/4 7 ca �� , 6, Ott / EX L2X2X3/16 \ / /'''f \' ti41" / ` � -CEIVED ,,:i., , 'JAN 10 2014 -' ,- -PERMIT CFnI,-r= r• 3" �� EX W18 3" \,. .'1_ QBE 4o WEST NEW 112"X8"X0'-9" PLATE W12X26----/ I W18X86 ti \-EX W18 CONNECTION @ EX W18 4 STRUT CONNECTION 3ISO OF ALPHA 8 GAMMA SECTOR 2 ENLARGED ANTENNA PLAN 1 22"x34" SCALE: 3" = 1'-0" 22"x34" SCALE: 3" = 1'-0" NOT TO SCALE I 22"x34" SCALE: 1/4" = 1-0" it LDC THE GPM ENGINEERING GROUP Architectural Engineering Structural Survey 14201 NE 200IS SL. 0100 P9. 425.806.1869 WoodIRWb. WA 98072 FA. 425.482.2893 www.LDCcorp.com DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11-13-13 PRELIMINARY CONSTRUCTION RBH 2 12-12-13 FINAL CONSTRUCTION RBH 3 01-06-14 FINAL CONSTRUCTION REIN SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE STRUCTURAL NOTES & DETAILS SHEET NUMBER S-1 ng: P:\2013\_Telecom\13-644 Verizon — SEA Moll Rots AWS\Drawings\Construction\13644CD—RF1-0.dw LDC THE CIVIL ENGINEERING GROW' Architectural Engineering Structural Survey 14201 NE 200th SI.. 0100 Ph. 425.806.1869 Woodimeb, WA 98072 Fx. 425.4822893 www.LDCcurp.coRT DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11-13.13 PRELIMINARY CONSTRUCTION RBH 2 12-12-13 FINAL CONSTRUCTION RBH 3 01-06-14 FINAL CONSTRUCTION RBH REGISTERED ARCHITECT SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 PROPOSED ANTENNA CONFIGURATION EXISTING ANTENNA CONFIGURATION SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX O COAX LENGTH SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX O COAX LENGTH 1 15° 850 77' 94.7" 4° 2 LDF4-50A 30' 1 15° 850 7T 94 7" 4° 2 LDF4-50A 30' 15" PCS A 0° 1 LDF4P-50A-1 40' A 15° PCS A 4° 1 LDF4P-50A-1 40' A 1 15" PCS C 78.3' 78.3" 0" 0 0 0 I 2 15° PCS C 7T 47 5" 4° 0 0 0 15" AWS A 0° 1 8x8 HYBRID 40' 1 15° 700 77' 94.7" 4° 2 LDF4-50A 30' 1 15° AWS B 78.3' 78 3" 0° 0 0 0 SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 1 15° 700 77' 94 7" 1° 2 LDF4-50A 30' SECTOR ANTENNA QUANTITY AZIMUTH TECH TIP HEIGHT ANTENNA SIZE MECH. TILT COAX PER ANTENNA COAX 0 COAX LENGTH 1 190° 850 7T 94 7" 4° 2 LDF4-50A 25' C 190° PCS A 4" 1 LDF4P-50A-1 40' 1 190° 850 77' 94 7" 4° 2 LDF4-50A 25' 2 190° PCS C 77 47.5" 4° 0 0 0 1 190° PCS A 0° 1 LDF4P-50A-1 40' 1 190° 700 77' 94 7" 4° 2 LDF4-50A 25' C 190° PCS C 78.3' 78.3" 0° 0 0 0 TASK SUBMITTED ON 11/04/2013 1 190° AWS A 0° 1 8x8 HYBRID 40' (os I EXISTING BUILDING \ / \ \ EXISTING VERIZON WIRELESS i PANEL ANTENNA (TYP 2 PER \ \ SECTOR, 4 TOTAL TO REMAIN) .-- ,- EXISTING VERIZON WIRELESS PANEL ANTENNA / _� (TYP 2 PER SECTOR, 4 TOTAL TO BE REPLACED) b. ` .�._ �_ ! ' ��-_-_�� ._j Cr /- , -- 1k:.). EXISTING VERIZON WIRELESS ANTENNA MOUNT (TO REMAIN) % pr' / d 16.24'E f c \ \. 190° AWS B 78 3, 78 3" 0° 0 0 0 1 190° 700 77' 947" 1° 2 LDF4-50A 25' TASK SUBMITTED ON 11/04/2013 EXISTING BUILDING / \ PROPOSED VERIZON WIRELESS EXISTING VERIZON WIRELESS // PANEL ANTENNA (TYP 2 PER PANEL ANTENNA (TYP 2 PER SECTOR. TOTAL OF 4)PROPOSED VERIZON SECTOR, 4 TOTAL TO REMAIN) \ WIRELESS RAYCAP OVP DISTRIBUTION =_ \\ J -"II -7-_ _ BOX MOUNTED __�� \ EXISTING BEAM /%' -- - 1 EXISTING VERIZON WIRELESS L. '+-'7 Q -�/ \ \ \ ANTENNA MOUNT (TO REMAIN) �`•/ `- 41111, rrY �o7t / \ i1, PROPOSED VERIZON TMA'S (TYP 1 PER SECTOR) WIRELESS '1 � >} 'tea N. N ; PROPOSED VERIZON WIRELESS RRUS UNITS (TYP 1 PER AWS ANTENNA) �,� ,off \ . N,\ REVIEVNE ' OR \ t CODE CO ' ' IANCE APOVED API 1 P 2014 City of Tukwila BUILDING DIVISION �. A - — o. ' N. -- — RECEIVED CITY OF TUKWILA JAN 10 2014 PERMIT CENTER PROPOSED ANTENNA CONFIGURATION 2 EXISTING ANTENNA CONFIGURATION 22"x34" SCALE: 1/2" = 1'-0" I 11"x17" SCALE: 1/4" = 1'-0" I 22"x34" SCALE: 1/2" =1-0" I 11"x17" SCALE: 1/4" = 1'-0" LDC THE CIVIL ENGINEERING GROW' Architectural Engineering Structural Survey 14201 NE 200th SI.. 0100 Ph. 425.806.1869 Woodimeb, WA 98072 Fx. 425.4822893 www.LDCcurp.coRT DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11-13.13 PRELIMINARY CONSTRUCTION RBH 2 12-12-13 FINAL CONSTRUCTION RBH 3 01-06-14 FINAL CONSTRUCTION RBH REGISTERED ARCHITECT SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 cn n — SEA Moll Rots AWS\Drawings\Constru REVIEWED FO CODE COMPLIANC APPROVED JAN 1 2014 City of Tukwila BUILDING DIVISION GROUNDING KEYED NOTES • EXISTING GROUND RING AT BASE OF BUILDING (FIELD VERIFY). 1111 • EXISTING AGB AT ANTENNAS. • EXISTING AGB CONNECTED TO MGB WITH (2) #2 BTCW. OS PROPOSED VERIZON WIRELESS ANTENNA PER PLAN TYP. • EXISTING BUILDING. OCONNECT PROPOSED ANTENNA WITH #2 BTCW TO AGB (TYPICAL AT EACH ANTENNA). GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFRS PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHWTHWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND SOURCE, GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY VERIZON WIRELESS, REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED VERIZON WIRELESS, REPRESENTATIVE. PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CALDWELDS AND GROUND RINGS. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119, 33 8 36. GROUNDING LEGEND 0 • • A ■ 10. 1 GROUND BAR GROUND INSPECTION WELL COPPER GROUND ROD COMPRESSION LUG CADWELD CONNECTION SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM GROUNDING ROD NOTES 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL. UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2. POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE NC SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. SCHEMATIC ANTENNA GROUNDING PLAN 22"x34" SCALE: 1/2" = 1'-0" f 11 "x17" SCALE: 1/4" = 1'-0" f 1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO VERIZON WIRELESS. SERVICES ARE STRICTLY PROHIBITED. RECEIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER LDC THE Clwl ENGINEERING GROUP Architectural Engineering Structural Survey 14201 NE 2001h SI., 8100 - Ph. 425.806.1869 WoodroAlle, WA 98072 F. 425 A82.2893 www.LDCcory.coln DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11-13-13 PRELIMINARY CONSTRUCTION RBH 2 12-12-13 FINAL CONSTRUCTION RBH 01.0614 FINAL CONSTRUCTION RBH RIC A- • B. ALL STATE OF WASHINGTON 7 SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1 SEA 6011 Rots AWS\Drawings \Co ing: P:\2013\_Telecom\ 13-644 Veriz: GROUND ISOLATOR (TYP AT EACH GROUND BAR) 10 I NEW COAXIAL GROUND KITS W/LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL ANTENNA CONTRACTOR (CADWELD TYPE -GL) NEW 4"x24"x1/4 THK COPPER INSTALLED BY GENERAL J BY CONTRACTOR 0 GROUND BAR. STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED 12" TO 24" ,— COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER _ _ _ _(TYPICALLY ...... ANTENNA CABLE 2 1/2" 0 MAX 120" MAX 0 \.O: O 0000 0000 1 I O 0 O O 0 © l MIME v ` - 0000 0 0 0 000 0 0 O O 0 0 0 0 0 0 0 0 0 0 0000 O O O O O O O O O O O 0 0 0 0 0 0 0 0 000 Z° 0) WEATHERPROOFING KIT (SEE NOTE 3) CABLE CABLE GROUND KIT CONNECTOR #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR). SEE NOTE 1 AND 2 NOTES \___J NOTE TWO HOLE STAINLESS BOLTS AND TWO HOLE LUG, TO SOLID TINNED BARE STRANDED CU WIRE THHN/THWN INSULATION STRUCTURE, BUILDING MGB LUG, BOLTED TO BAR USING 3/8"-16x1/4" STEEL HEX HEAD HARDWARE BE USED WITH #2 AWG CU WIRE OR WITH GREEN, 600V, TO ANTENNA RING GROUND OR \.__/ — O eGROUND 26" MGB OR 6" ANTENNA AGB -.1 0 FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE -GL) NOTE 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH TWO HOLE LUG. 3. WEATHERPROOFING SHALL BE TWO-PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL. GROUND BARS AT BOTTOM OF TOWERS/MONOPOLES SHALL USE EXOTHERMIC CONNECTION. I GROUND BAR NOT TO SCALE 6 GR+OUND BAR CONNECTION 1 NOT TO SCALE 5 CABLE GROUNDING DETAIL NOT TO SCALE 4 RX211111 JUMPER REQUIRED ONLY FOR 1-5/8"0 II COAX OR FOR EASE OF CONNECTION (TYP) TO ANTENNAS III I IIII ji I lel TX1/RX1 WEATHERPROOFING KIT (TYP) STANDARD GROUND KIT Q REVIEWED FOR d CODE COMPLIANCE APPROVED JAN 1 2014 ' City of Tukwila BUILDING DIVISION CONNECTOR WEATHERPROOFING KIT (TYP) SEE NOTE 2 ANTENNA CABLE TO BTS EQUIPMENT il i! Pi Pi ...11 (TYP) SEE NOTE. .� Pi #6 AWG � ANTENNA GROUND BAR, SIMILAR TO K16-057. MOUNT GROUND BAR r —_ RECEIVED CITY OF TUKWILA JAN 1 0 2014 C t-� PERMIT CENTER (TYP) ' I t NEAR TOP OF MONOPOLE, TOWER OR WAVEGUIDE LADDER - ' NOTES #2N AWG STRANDED INSULATED BONDED TO 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO TOWER STEEL OR MONOPOLE ANTENNA GRO 2. WEATHERPROOFING SHALL BE ANDREWS. (TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER.) ANTENNA GROUND BAR3 NOT TO SCALE NOT USED NOT TO SCALE 2 NOT USED NOT TO SCALE I LDC THE OW_ ENGINEERING GROUP Architectural Engineering Structural Survey 14201 NE 200th St.. #100 Ph. 425.806.1869 Woodin Ye. WA 98072 F. 425.482.2893 www.LDCcorp.c0n1 DATE: 11-13-13 DRAWN BY: RMD CHECKED BY: RBH REVISIONS REV DATE DESCRIPTION BY 11.13-13 PRELIMINARY CONSTRUCTION RBA 2 12-12-13 FINAL CONSTRUCTION RBH 01-0614 FINAL CONSTRUCTION RBA SITE SEA MALL RATS 16400 SOUTHCENTER PARKWAY TUKWILA, WA 98188 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2 FILE COPY November 14, 2013 Page 1 of 3 Verizon Wireless c/o: Richard Cardoza LDC, Inc. 14201 NE 200th St., #100 Woodinville, WA 98072 RE:.,... Structural Modification Changeout of New Antennas SEA -Mall Rats AWS 16400 Southcenter Parkway Tukwila, WA 98188 REVIEWED FOR CODE COMPLIANCE APPROVED JAN 1 R 2014 City of Tukwila BUILDING DIVISION Structural Status: Passes with modifications as recommended in this report. I. Introduction LDC THE CIVIL ENGINEERING GROUP Commercial Infrastructure Residential At the request of Verizon Wireless, we have performed a structural analysis for the installation of a new microwave at SEA -Mall Rats AWS in Tukwila, Washington. The evaluation was completed in accordance with the 2012 IBC, and the American Society of Civil Engineers Standard 7-05 (ASCE/SEI 7-05), and the 13th Edition of the AISC Steel Construction Manual, all under the following site specific conditions: Basic Wind Speed: 85 mph Exposure Category: C Occupancy Category: IV (per IBC Table 1604.5) Risk Category: IV (per Table 1.5-2 of ASCE 7-10) Occupancy Classification: II Seismic Site Class: D Site walks were conducted October 31, 2013, November 8, 2013, and November 14, 2013, and numerous photos were taken. Selected photos from these site walks are included in the appendix of this report. A previous Structural Analysis report by LDC was performed on November 8, 2013. Applicable portions of the Structural Analysis report have been included in the body of this report. II. Existing Antenna Configuration CORRECTION Woodinville, WA 98072 • ph: 425.806.1869 • fx: 425.482.2893 • www.LDCcorp.com C 0 Currently, there are two sectors of antennas, one oriented to the north (Alpha) g and one oriented to the south-southwest (Gamma), with four antennas each, W mounted in different configurations at each sector to a steel beam netw Z CEIVED CITY OF TUKWILA: Engineering ABOVE the StandarO3"73' JAN 1 0 g g 2014 1 PERMIT CENTER mounted to the roof of the existing building. The current antennas are noted in the Site Modification Change Order included in the Appendix of this report, as well as on page 12 of this report. A partial platform framing plan is included as page 7 of this report, showing the antenna placement as originally specified by KDC Architects. III. Proposed Antenna Configuration In each of the two sectors, Alpha and Gamma, two of the antennas are to be replaced with much larger antennas that increase -the -overall: weight and sail area -cif the- antennas to.the affected mounting poles and roofTplatformateel---w beams. These new antennas and the ones to be replaced are noted on page 12 of this report and the Site Modification Change Order in the Appendix. IV. Structural Observations On the Gamma (South-southwest) sector of antennas, after analyzing two of the three-dimensional single angle diagonal struts that are framing to a high single angle beam and the steel roof framing below, -it Was determined that the kl/r ratio for these members exceeded the -code -allowable, -rendering -them structurally non-functional. The geometry of these struts is also structurally questionable at best. Similarly, for the Alpha (northern) sector of antennas, when the site photos taken from the site walk of November 8, 2013, and November 14, 2013, the antenna locations shown on the partial platform framing plan from KDC Architects is not what was implemented in the field. A break in the top horizontal Unistrut support does not give proper lateral support to the antenna system. Selected pictures of both sectors are included in the appendix of this report. V. Conclusions For the Gamma sector antennas, no changes need to be made to the existing antenna mounting poles, or the HSS or W sections, as these members are structurally adequate to support the antennas in the current locations. However, the existing diagonal struts at each end of the antenna array need to be removed and replaced with angle 3X3X3/16 minimum to a new bracket arrangement as detailed in this report. Moreover, two additional angle 3X3X3/16 struts will be added parallel to the plane of the antennas, connecting to the top flange of the existing W18 and the end of the other diagonal strut above. For the Alpha sector antennas, no changes need to be made to the existing HSS or W sections as these members are structurally adequate to support the Engineerin, ABOVE the Standard 2 LOC, Inc. • Commar antennas in the current locations. However, the two existing Unistrut diagonal struts need to be replaced and a third strut added, all as detailed with angle 3X3X3/16 minimum, to stabilize the discontinuous horizontal joint and the entire antenna system. Additionally, the horizontal Unistrut brace needs to be replaced as detailed with angle 3X3X3/16. Details and sketches have been included in the report to include photo markups for each sector, all describing the changes needed. Please note that LDC must be notified immediately if the siteconditionsare found to vary from our structural analysis assumptions, as additional analysis and design may be necessary. Please find a copy of our calculations attached. If you should have any questions or concerns, please do not hesitate to call or email. Thank you for allowing LDC to be LDC, Inc. Michael P. McCann, PE, SE 3 Engineering ABOVE the Standard FILE COPY Verizon Wireless SEA -Mall Rats AWS Structural Modification Calculations: Antenna Changeout CORRECTION November 14, 2013 En'n V"i=. 't. Prepared for Verizon Wireless c/o: Richard; Cardoza LDC, Inc. 14201 NE 200th St:, #100 Woodinville, WA 98072 Prepared by LDC, Inc. 14201 NE 200th' Street, Suite 100' Woodinville, WA 98072 (425) 806-1869 Engineering Review: Michael 'P. McCann, P.E., S.E. LDC THE, CIVIL ENGINEERING GROUP ,CommgrCI 1 I s fratru.crturg., i' AResiii ii:('ia_lir r. REVIEWED FOR eoDE COMPLIANCE APPROVED 'Stas dard JAN 1 2014 City of Tukwila U1LDING DIVISION RECEIVED CITY OF TUKWILA JAN 1 0 2014 PERMIT CENTER Job No: 13-644 O. 9- u 0' cam. N c4 I. N JX �. Na s= • CO O' a' 0 4,1 s 0 W z s N a LDC, Inc. 13-644 SEA -Mall Rats AWS Structural Modification of Antenna Changeout Topic Pages Design Criteria 1 References 2 Site Plan 3 Structural Calculations 4 - 11 Structural Notes 1'2 - 13 Appendix Sketches of Alpha Sector from Site Walk of 14 November 2013 21pages Selected Site Photos 'General 3 pages Gamma Sector 6 pages Alpha Sector 1'8,pages SEA -Mall Rats AWS 16400 Southcenter Parkway, Tukwila WA 98188 Design Criteria LDC, Inc. 13-644 Wind Loading: Basic Wind Speed: 85 mph Exposure Category: B Occupancy Category: IV (per IBC Table 1604.5) Risk Category: IV (per Table 1.5-2 of ASCE 7-10) Seismic Loading: Seismic Design Category: D Occupancy Category: IV (per Table 1.5-2 of ASCE 7-10, a* IBC Table 1604.5) Ss: 1.424 51: 0.487 Snow: 25 psf Ice: '/a" LDC, Inc. 13-644 2 SEA -Mall 'RatsAWS StructuralModification of Antenna Changeout References: 1. 2012 International Building Code (IBC) 2. ASCE 7-05 3. AIS C Steel Construction Manual, 13th Edition 34/ 112)(z,.)kzi PROPOSED :MEM. *ELMS' RELOCATED FROM OWL 15 10 I 19. TM (4-LOCA5OT5. L 2 1/2 v VP •3/18,1w. EACH sot-' A I. MACE PER' ALM. BOO MOLE AS NECESSARY TO ,CONNEM TO MA. = 7 SbeAntt 09X/0 CrIX&- Seco /1vreJIvq- </rn OWL law AU. MEOW FRAIONO MOTO as =MOM P551 10 5910. WRIT •MOIR OF NY 12312091/01ES. 2. Au. on stui. sr NOT HA' CAM U.N.O. 3. WP OF RB cF REFERENTE ELEVATION 4.119 OF PLATIONY olvAnca r -r. 77,-. • •0 Al&PLJORM.FRAMING PLAN 5/ro GALYMITTED '1M GOT U. OM PER RAN E,A.51 ott). (4Ce- _04 1. ree-A9 Project. ....#4---,111) Aws LDC #: /3 -441' bate: I Engineer: /22 Page: LDC 14201 NE 200th St., #100- • Woodinville, WA 98072 • ph:i 425.808.1869 • fx: 42'5:482.2893 wwiv.LEYCcorp.com bviriwkiA-c7 - P....Y187)044 ID R. -ea\ 14 W 4- /4 mood (1) 13,XA- 7C0(o3' -e3C-F- '991 "1")(A-- e3C29G3-Cf 9y1,7 >c167- 0) I-1pAr--1?-C643 2/72, 5:6 Ae-AP Pize--(zat9 mew /2i2 L,°9 -r; LPA-, (v) Ei(o63720D 763 13, 3.1 fou(z2) s (De -(/,6.6) ; (pote__ t / oeitv‘r mt-Fa.66\x-eti..W,ft4(4-4.c-4,- (sttoe_ -TH-iprr A-f-pcer inocANI7 fog_ .4L4te, 4s40* 45,-8 od 791g ?,43" 6/De 49 ?oC)Ce, tiy T2tAl 55200 /yv (7,) *113i(dos72Woc'D Project — m 'LCA !`"m v• ft•'i g LDC #: /3' Date: P--5-13 Engineer. /AN Page:13-__ of. 1'4201+ NE 200th St., #100 • Woodinville, WA'98072 • ph: 425.806.1869; • LDC fx: 425.482.2893 ;w, ww LDCcorp. com: Sx��9 (oh 404 Z?L awe.< ,(cem `--T,.-x010-.`1 %Z(1 K(t cd--. rhk) maw mai= ,6 (71s3)6 v.) r �tm til - .3 (zz—z=03)-_:3 <f e -c 2/71,, .314 (P7c (I ). 3X3X-4., Project _5.aike/2047.X24§-3/4974.10 LDC #: -4 y Date: //-42--17 Endineer. ine514 Page: of LOC 14201; NE 200th St.,,#100 • VVoodinville; WA 98072 . ph: 425.806.1869 •• f 425.482.2893 isww.1DC-Corp.coin YYl1rS76,0/y) tiloot,er ?(IA -7006.6 (7of-j Nec) W o7-WkoP, A-oc�2Wd(1-1-411 Alva- - 7 127 OF--4-cisi.7 r3Alar 60003 11-7-7.31 (Tie i(z = f7t1°' j pt,crzeitlizia- /AI oinaisr-o 41:0 A Pe- 1--=-1,e_ pe-tir-mc_malt."----,1,€/(.., 9, 7Ze7,/ /Y1 n:9 -4u:2 o4 6,r)(?ek/ :SEA NlaiIsRats AWS 1:64001Southcenter Parkway .Project:, 1'3'�644� Page: Engineer`:, Date: FAMMIRMIS 1413/20131 Description: rAnten a`N1ast Check - 2" Nominal Pipe Diameter Luf.•r. •:•..-crcr.: Compressionrand Flexure in Pipe and Rods per AISC 13th Edition Sections E3 and F8 'Loads. P.r Mr = 'PAN01.024 tANOTI426 Dimensions D = 21375. in (Outside Diameter) di = t = 07154 in D/t = FY = 355000 ksi Ag = E = i! 29000i000 ksi I = Lu = s .61000 ft' r = k = 42;000 S = Z k k -ft Calculated Properties 2.067 in (Inside Diameter) 15.422 1.075 in"2 0.666 in"4 0.787 in 0.561 in"3 0.761 in"3 Compression Flexure Compactness Compactness .11E/Fy = 91'.14 •(AISC 13 Table B41115) Not Slender .07E/Fy = 58.00 (AISC 13 Table B4)1 -15Y .31 E/Fy = 256.86 (AISC 13 Table B4'1-15) • Compact t Dc = 1.67 (IX = 0.9 = Lu = 72.00 in kl/r, 182:94 4.71sgrt(E/Fy) = 135.58 Fe = 8.55 ksi (AISC 13.E3-4) Fcr = 7.50 ksi (AISC 13'E3-3) Pn;= 8.06 k (AISC 131E3-1) y Pc = 4.83 k (ASD) Pc•= 7.25 k (LRFD) Qbi= 1.67 ob = 0.9 Yielding: Mn = FyZ Mn = 26.63 k -in (AISC 13 F8-1) Local Buckling Mn = N/A Mc = 1.33 k -ft (ASD) Mc = 2.00 k -ft (LRFD) Combined Loads Check Mr/Mc = 0.323 OK (ASD) Pr/Pc <0.2: Use AISC 13 Eqn H1 -1b: PN(2Pc) + Project. .604" /1/ Abe,./z414-Tv 46hdu LDC #, 13 —6,41-* Date: ))T -I -S ---)T Engineer: ay Page. 6 of LDC 1420,1 NE 209th St., #100 Wbodipviile; WA 98072 • ph: 425.806.1869 • 425.482.2893 wis,WiDecorp.com (kyr Ceyuftic,f)()v.s. X327re AivrmA44- 7,-16() /KO F361.--goor- 6,0 oP NaA) )* New --3)c-s, Yt6 046' -174/3rrics te--0\oue. t,60 --c5-9- ibctiegt 113 (4D.611 fl I/ imv Poat ad F7a. tc-a-kir446-H-felAti: s wesr ,xisr me! Project A4 ---10'1W/72-141-0 14XID LDC #: 8-6 efl" Date: II -43 -43 Engineer: /2.7I19 Page. of LDC 1,4201 NE 200th St., #100 • woCciivipe, WA 98072 • ph: 425.806.1869' • fx: 425.482.2893 ,WWiy4DCCOrp.COM 1.51-2),N aloci (PiP4 PO 41.k I gki It J21-g>c3)(3//i. IP/P-6e /A) Serriu2- R>x/S tiakilSiVor- ,-0110.1--70 M ?)SIDDosk) k5—?i(tg— viu) sTsoc-- Project' Axe LDC #: Date: togindei: MAI') .Page: p of 14201 NE 200th St., #100 • Woodinville, WAt98072 • ph: 425.806.1869 •• fx: 425.482.2893, ,wrywaliCCOrp.cOm VJ f 45S loyk r 11-e)f9) 1157- W)22 Nebt) 5)c3 Tb 1•4rx) -STIPAA-- \Act 6) 1/2-44:› A-357 got-r- IA-- e')( 01-9 '1 \41/) P',0? f30(47 Co.`10C__ *-7?'„ P1411°6 -1F- c>i° W f2 •••••.”. P 0/1-6 SC -AA f2 -901A -101110e - TV SiWa- `Rot--r- )o,d4T-401-M)oyQ Project LDC #: (3-6'V Date: THVI-7 Engineer: Page•.: of LDC 14201 NE 200th St., #100 • VVoPcilrii,fille, WA 98072 • ph: 425.806.1869 • fx: 425.482:2893 www.LDCcorp.colr 641' NO/)\ R04 -4 -en 1/2:4 u`u `43.0or kretAr7r) 1M pr jmrbO 1V-eorc.- -3/ 3 M`,1re"-- ro 1104_-_--Af)c STRUCTURAL NOTES Codes: 2012 International Building Code ASCE7-05 AISC Steel Construction Manual, 13th Edition Live Loads: Snow: 25 psf Wind: 85 B Seismic: SDC D; Ss = 1.424; 51 = 0.487 Equipment: Self -Weight Foundation: N/A. Concrete: N/A Reinforcing Steel: N/A. Structural and Miscellaneous Steel: Structural plate steel, ASTM A-36, Fb = 24,000 psi maximum. All structural tube (TS) and HSS sections shall be ASTM A-500 Grade B, Fs = 46 ksi. All pipe sections shall be ASTM A53 Grade B unless noted otherwise on the plans. All welds shall be a minimum of 3/16" minimum continuous fillet welds using AWS class E70 electrodes unless otherwise noted. All welding/fabrication shall be done by WABO certified welders of the State of Washington. All fabrication and erection shall be done in accordance with the latest edition of the AISC "Specification for the Design, Fabrication, and Erection for Structural Steel for Buildings". Al I steel not embedded in concrete shall receive one shop coat of an approved primer paint. All bolts shall be ASTM A-307 unless otherwise noted. 13 'Miscellaneous: The contractor shall verify all dimensions and conditions in the field. Verify the six and location of all openings in the floor, roof, and walls with architectural, mechanical, and electrical drawings. Provide temporary bracing as required until all.permanent connections and stiffeners have been installed. LDC, Inc. 13-644' Appendix 4 2 4 VLY11.,•41i VA, Rpfl 14 e4c- . r.4i1 • 4710.: r4,:f.rj• . . t • 41.1 -$:•Ii 17, +:1Z4 ,""!.f I. • •• • ' •••••Attl'.4":..• VOV-.7 • ')%•.• „..,•.,f —i. • ▪ — • • `` .);24 4. ""' " • "" • r ti• 14 .1 P7..g i• 1. • • .44--• Ti • ',' • • • .'2;. :Tr , .,..•••• • %,,,r4rois • -• ••• • ••••-•.. 1.41), • Zr irz,„141; • L. 2: 04i _ ,.. ligt-IstaN isakjts:1;it,A!,,iftik*W.Taii-, ?'t lit;• -- ..---'"----.T. , -• ,--,-„,,,,,,--,-=._-- . ,.,„_-,_,,, ..,___,; 2,-, --- - A ‘,-, AIVIret:. 1•••' ' M4 'Xi . . 7.1 • 44 , •+ • . ii.t1Z. t . _ !-- 7. •.. '27 •••• WI ,L= • :1* .„. - "• •_ , 1. ,1,-t•-•• • VF*;' •,, „ ,,/,. 4;1, t, • .• I, • . Lt, • ...LI ,. iv • • • . ". - .• I .t 4rty Al • GAMMA SECTOR Antenna System Photos ALPHA SECTOR Antenna,System Photos ., ;.- .'?, y -n=�� • •b a.ek"' ._. � .by, January 03, 2014 City of Tukwila Department of Community Development RICK CARDOZA 14201 NE 200TH ST #100 WOODINVILLE, WA 98072 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D13-0375 LEGACY PARTNERS TUKWILA LLC - 16400 SOUTHCENTER PKWY Dear RICK CARDOZA, Jim Haggerton, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: BUILDING DEPARTMENT: Allen Johannessen at 206-433-7163 if you have questions regarding these comments. (GENERAL NOTE) PLAN SUBMITTALS: Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size. New revised plan sheets shall be the same size sheets as those previously submitted.(If applicable) Structural Drawings and structural calculations sheets by a registered engineer shall have a current signed stamp -seal. Architectural design sheets and documents by a registered architect shall also have a current signed stamp -seal. (BUILDING REVIEW NOTES) 1. Structural engineering steel fabrication notes specify welders to be certified in the State of Oregon or City of Portland. Replace all references as to specify "structural steel welding/fabrication shall be done by WABO certified welders of the State of Washington". In addition other jurisdiction references indicating city of Seattle shall reference City of Tukwila jurisdiction. 2. Provide special inspections specifications or requirements, on the plans, for the steel frame construction. If not required provide a note to this affect. Please address the attached comments in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that four (4) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-433-7165. Sincerely, er Marshall t Technician File No. D13-0375 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 •• PERMIT COOK© COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D13-0375 DATE: 01/10/14 PROJECT NAME: LEGACY PARTNERS SITE ADDRESS: 16400 SOUTHCENTER PY Original Plan Submittal X Response to Correction Letter # 1 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: \—\144,0 Building Division fa Public Works n Fire Prevention n Planning Division Structural ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 01/14/14 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Denied (ie: Zoning Issues) Approved with Conditions (corrections entered in Reviews) DUE DATE: 02/11/14 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: 12/18/2013 11)ERMIT COORD COPY • PLAN REVIEW/ROUTING SLIP ACTIVITY NUMBER: D13-0375 DATE: 12/13/13 PROJECT NAME: LEGACY PARTNERS SITE ADDRESS: 16400 SOUTHCENTER PY X Original Plan Submittal Response to Correction Letter #_ Response to Incomplete Letter # Revision # after Permit Issued DEPARTMENTS: Buil in iVIsion h' 1711-7 Public Works N 194't3 Fire Prevention Structural pcse o(421-111 11 Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 12/17/13 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire 0 Ping 0 PW 0 Staff Initials: TUES/THURS ROUTING: Please Route REVIEWER'S INITIALS: DATE: Structural Review Required ❑ No further Review Required n APPROVALS OR CORRECTIONS: DUE DATE: 01/14/14 Approved Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: OtIV1 V IIA Departments issued corrections: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: t - \ Q 2G\-{ Plan Check/Permit Number: D13-0375 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Legacy Partners Project Address: 16400 Southcenter Py Contact Person: Ri C_k- Carr d.o zA Phone Number: ( 2.5) 8oco - \ JAN 1 0 � 1014 -"mircEM.ER Summary of Revision: "1\,\2. S-\rNc�nvc\� CDs �v`��v\e..2s�i •.��j ,,r`k Cc. Q v\ o h S- \ s\.� e s\-...,. ca-.,.\. c\\ spec: c,\\ v�e_1d�•,� / .ralov .s \,,c3\ b•e, do...e, wS:Vt34 w \cde+c s n - A\0- &rc\ o- W asL.::-iiko-.-\ r .9. -\?c r V\o..v 642-0-\e‘ 1vvisc1',Or:av\64 boi-k,\ Cis slew haves, 1 NoA-a- . La�`t�C � 4.0 - J. C\ o� �vtiW\\G . Q.° v��ro\ .�•S no`v� b��v\ �n�qn�nC 4-C\, F4- I' c.A s R�e\�\•rte\ v�oicr Vck s Gda.ea ova Ca -1 Skc�� o} C.ps S'x„�GG\ ,z) S SQ,.C-l-6v\ \ �CCA V\O S�e.0Ct\ \-_ SheetNumber(s): T-\, --\, a-\,-2-,t>-3,A-, S-\czF-\ -\, c. - i "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Cenerfby: sigf 0410 ( f Entered in Permits Plus on C:\Users\jenniter-m\Desktop\Revision Submittal Form.doc urvic,vt• May NM WESTERN TELCOM SITE SERVIeS 0Washington State Department of Labor & Industries • Page 1 of 2 WESTERN TELCOM SITE SERVICES Owner or tradesperson WALL, LYNN RAYMOND Principals WALL, LYNN RAYMOND KALLERGIS, BILL N WALL, JOHN RAYMOND SCHUTJER, ROCKWELL (End: 07/11/2011) Doing business as WESTERN TELCOM SITE SERVICES WA UBI No. 602 416 841 392 WEST 4800 S MURRAY, UT84123 801-288-2001 Business type Corporation Governing persons JOHNRWALL License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. WESTETS962LN Effective — expiration 06/15/2004 — 07/22/2015 Bond CINCINNATI INS CO Bond account no. B8889235 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 08/06/2007 06/06/2007 Insurance West American Ins Co Policy no. BKW55364754 $1,000,000.00 Received by L&I Effective date 12/27/2013 01/01/2013 Expiration date 01/01/2015 httns://secure.lni.wa.pov/verify/Detail.aspx?UBI=602416841 &LIC=WESTETS962LN&SAW= 03/13/2014