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Permit D16-0092 - VERIZON WIRELESS - TELECOMMUNICATIONS FACILITY MODIFICATION
VERIZON WIRELESS 16400 SOUTHCENTER PKWY D16-0092 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 Permit Number: D16-0092 16400 SOUTHCENTER PKWY BLDG Issue Date: 11/3/2016 Permit Expires On: 5/2/2017 Project Name: VERIZON WIRELESS Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: LEGACY PARTNERS COMMERCIAL PO BOX 130639 , CARLSBAD, WA, 92013 JEFF HERZOG 14201 NE 200TH ST - SUITE 100 , WOODINVILLE, WA, 98072 Phone: (425) 806-1869 CEDAR INDUSTRIES INCORPORATED Phone: (360) 829-5160 12709 268 AVE CT E , BUCKLEY, WA, 98321 CEDARI1922QG Expiration Date: 11/7/2018 VERIZON WIRELESS Address: 3245 158 AVE SE, MS 231, BELLEVUE, WA, 98008 DESCRIPTION OF WORK: VERIZON WIRELESS PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH THE REMOVAL OF (2) SECTOR OPV BOXES AND (1) HYBRID, THE REPLACEMENT OF (6) PANEL ANTENNAS, AND THE ADDITION OF (8) RRUS W/A2 UNITS, (2) DISTRIBUTION OVP. Project Valuation: $25,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $991.02 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 Plumbing Code Edition: International Fuel Gas Code: 2015 2015 2015 2015 2015 National Electrical Code: WA Cities Electrical Code: WAC 296-46B: WA State Energy Code: 2014 2014 2014 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: 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 this permit. Signature:c••-� Print Name:,pJ / Date: {l..2/)\16 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: 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. 6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 7: 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. 11: Ensure that a clearly signed, readily accessible emergency power shutdown (including battery power) switch is installed. 8: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2436 and #2437) 9: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 10: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575-4407. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** 1400 FIRE FINAL CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building Permit No. 1 l (p _ 0092-. Project No. Date Application Accepted: 4-1-1 co to `l —149 Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: 16400 Southcenter Parkway Tenant Name: Verizon Wireless PROPERTY OWNER Name: John C Radovich Development Company Address: 2835 82nd Ave SE, Suite S-1 City: Mercer Island State: WA Zip: 98040 CONTACT PERSON — person receiving all project communication Name: Jeff Herzog Address: 14201 NE 200th Street, Suite 100 City: Woodinville State: WA Zip: 98072 Phone: (425) 806-1869 Fax: (425) 482-2893 Email: jherzog@ldccorp.com GENERAL CONTRACTOR INFORMATION Company Name: TBD Architect Name: Richard B. Hall, AIA, NCARB Address: 14201 NE 200th Street, Suite 100 City: Woodinville State: WA Zip: 98072 Address: Email: rhall@ldccorp.corn City: State: Zip: Phone: Fax: Contr Reg No.: Exp Date: Tukwila Business License No.: H:Wpplications\Forms-Applications On Line1201 I Applications\Pcrmit Application Revised - 8-9-11.does Revised: August 2011 bh King Co Assessor's Tax No.: 2623049021 Suite Number: Floor: New Tenant: ❑ Yes IZ ..No ARCHITECT OF RECORD Company Name: LDC, Inc Architect Name: Richard B. Hall, AIA, NCARB Address: 14201 NE 200th Street, Suite 100 City: Woodinville State: WA Zip: 98072 Phone: (425) 806-1869 Fax: (425) 482-2893 Email: rhall@ldccorp.corn ENGINEER OF RECORD Company Name: LDC, Inc Engineer Name: Jessica Wren, PE, SE Address: 14201 NE 200th Street, Suite 100 Cin': Woodinville State: WA Zip: 98072 Phone: (425) 806-1869 Fax: (425) 482-2893 Email: jwren@ldccorp.com LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: Verizon Wireless Address: 3245 158th Ave SE, MS 231 City: Bellevue State: WA Zip: 98008 Page 1 of 4 BUILDING PERMIT INFORMATION -T-206-431-3670 Valuation of Project (contractor's bid price): $ 25,000 Existing Building Valuation: $ 7,962,800 Describe the scope of work (please provide detailed information): VERIZON WIRELESS PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH THE REMOVAL OF (2) SECTOR OVP BOXES AND (1) HYBRID, THE REPLACEMENT OF (6) PANEL ANTENNAS, AND THE ADDITION OF (8) RRUS W/ A2 UNITS, (2) A2 UNITS, (2) DISTRIBUTION OVP Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 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? ❑ Yes ❑ 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 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\Fonns-Applications On Line \201 I Applications\Permit Application Revised - 8-9-I I.does Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 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? ❑ Yes ❑ 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 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\Fonns-Applications On Line \201 I Applications\Permit Application Revised - 8-9-I I.does Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑ ...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑ .. Highline ❑...Valley View ❑ .. Renton ❑...Sewer Availability Provided ❑ .. Renton E l .. Seattle Septic System: ❑ On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ l ...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 ❑ Non Right-of-way ❑ ❑ ...Total Cut El ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements El ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) E l ...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 ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding El ...Permanent Water Meter Size... WO # ❑ ...Temporary Water Meter Size .. WO # El ...Water Only Meter Size 5 > WO # ❑ ...Deduct Water Meter Size ❑ ...Sewer Main Extension Public ❑ Private ❑ ❑ ... Water Main Extension Public ❑ Private ❑ FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 PERMIT APPLICATION NOTES —. Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. RtiffillRA Signature: 7MEN": Date: 03/31/2016 Print Name: Jeff Her'og / LDC for Verizon Wireless Day Telephone: (425) 806-1869 Woodinville Mailing Address: 14201 NE 200th Street, Suite 100 city H:Wpplications\Forms-Applications On Line\201 I Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh WA 98072 State Zip Page 4 of 4 DESCRIPTIONS PermitTRAK ACCOUNT QUANTITY PAID $613.82 D16-0092 Address: 16400 SOUTHCENTER PKWY BLDG Apn: 2623049021 $613.82 DEVELOPMENT $584.80 PERMIT FEE R000.322.100.00.00 0.00 $580.30 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $29.02 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R9798 R000.322.900.04.00 0.00 $29.02 $613.82 Date Paid: Thursday, November 03, 2016 Paid By: CEDAR INDUSTRIES Pay Method: CHECK 002675 Printed: Thursday, November 03, 2016 12:37 PM 1 of 1 SYSTEMS Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY I PAID PermitTRAK $377.20 D16-0092 Address: 16400 SOUTHCENTER PKWY BLDG Apn: 2623049021 $377.20 DEVELOPMENT $377.20 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R8092 R000.345.830.00.00 0.00 $377.20 $377.20 Date Paid: Friday, April 01, 2016 Paid By: JEFFREY HERZOG Pay Method: CREDIT CARD 00206J Printed: Friday, April 01, 2016 9:28 AM 1 of 1 CRWYSTEMS INSPECTION RECORD Retain a copy with permit INS TION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 i)%(-cbeiL Project: 1 V tZV T e of Inspection: p U) SGAride4z, Address: fG mak,.3.irz,e My Date Called: Special Instructions: Date Want : Reques r: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: Inspector: Date: i REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 i2c,J 1 lart Tj e of Inspection: �UiLlh,A2 — 4L,ss: it: o2 unicE'r? 'l Date Called: Special Instructions: CALL Date Wanted: Requester: Phone No: zs'- -'zq - 995 LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: 1 1226. tem p A' ` u Inspector: /J -411m REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)/(7 -do( -(7; ( PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Inspection: Hood & Duct: Address: `� C C Suite #: l 40.0J 7 Contact Person: Occupancy Type: Special Instructions: Phone No.: s Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: I. Inspector: erh 94-- Date: (/f ?// Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2016 — 4:46pm zon — SEA Moll Roth SMR\Drawings\Construction\16605 P:\2016\Telecom\ 16-605 V PLANNING APPROVED • No changes can be madeto these plans without approval from the Planning Division of DCD • Approved By: \J Ld h w\ Date:-l�,_ l �O • VICINITY MAP NOT TO SCALE DRIVING DIRECTIONS verizon SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 FROM VERIZON WIRELESS OFFICE: • HEAD SOUTH ON 158TH AVE SE • TURN RIGHT ONTO SE EASTGATE WAY • TURN LEFT ONTO THE 1-90 W RAMP TO SEATTLE • KEEP LEFT, FOLLOW SIGNS FOR 1-90 W/SEATTLE AND MERGE ONTO 1-90 W • MERGE ONTO 1-90 W • TAKE EXIT 10 FOR INTERSTATE 405 S TOWARD RENTON • MERGE ONTO 1-405 S • TAKE THE SOUTHCENTER BLVD EXIT • KEEP RIGHT AT THE FORK AND MERGE ONTO SOUTHCENTER BLVD • MERGE ONTO SOUTHCENTER BLVD • TURN RIGHT ONTO 61ST AVE S • TURN RIGHT ONTO TUKWILA PKWY • CONTINUE ONTO SOUTHCENTER PKWY • TAKE LEFT AT STOP LIGHT • SITE IS ON YOUR LEFT 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 GENERAL LOCATION -MAP NOT TOSCAL10Ei ARA'±_ PERMIT �r L: / 1 1 LL (- fliY1 1 I•, -QUIP 1.FD FOR: REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila BUILDING DIVISION I2.0chanIcaI 03ectric ap robing as Piping City of Tukwila Bt,m_01t4G DIVISION' RECEIVED TY OF TUKWILA APR 01 2016 PERMIT CENTER PROJECT CONTACT LIST COM Permit No. 1. to — 00 Z , Plan review approval is subject to errors and omissions. t.pprova! of construction documents does not authorize ins violation of any adopted code or ordinance. Receipt of approval Field Copy and conditions is acknowledged: By: Date: b • 2 014, 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: - - JOHN C. RADOVICH DEVELOPMENT COMPANY 2835 82ND AVE SE, STE S-1 MERCER ISLAND, WA 98040 ATTENTION: KAREN O'FARRELL PROPERTY MANAGER PROJECT CONSULTANT: LDC, INC. 14201 NE 200TH ST, SUITE 100 WOODINVILLE, WA 98072 CONTACT: RICK CARDOZA PHONE: (253) 218-9017 EMAIL: rcardoza@ldccorp.com REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. 1 )T2: (CV;sic,Rs will require a newlan submittal and may include additional plan review fees. PROJECT INFORMATION CODE INFORMATION: ZONING CLASSIFICATION: BUILDING CODE: CONSTRUCTION TYPE: OCCUPANCY: JURISDICTION: PROPOSED BUILDING USE: TUC (TUKWILA URBAN CENTER) IBC 2012 IIB S-2 CITY OF TUKWILA UNMANNED TELECOM SITE LOCATION (NAD83): LATITUDE: 47° 27' 18.95" N LONGITUDE: 122° 15 42.78" W TOP OF STRUCTURE: 115.50'± AMSL BASE OF STRUCTURE: 52.00'± AMSL (47.455264° N) (122.261883° W) 63.5 AGL 0.0' AGL PROJECT LEASE AREA: PARCEL NUMBER: N/A 2623049021 NEW IMPERVIOUS AREA: 0 SF AREA OF PARCEL: 1.95 ACRES GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. 3. SIGNAGE IS UNAFFECTED. City of Tukwila BUILDING DIVISIOM PROJECT DESCRIPTION: VERIZON WIRELESS PROPOSES TO MODIFY AN EXISTING UNMANNED TELECOMMUNICATIONS FACILITY WITH THE REMOVAL OF (2) SECTOR OVP BOXES AND (1) HYBRID, THE REPLACEMENT OF (6) PANEL ANTENNAS, AND THE ADDITION OF (8) RRUS W/ A2 UNITS, (2) A2 UNITS, (2) DISTRIBUTION OVP BOXES, AND (2) HYBRID LINES MOUNTED ON AN EXISTING BUILDING. DRAWING INDEX DWG NO. DESCRIPTION T-1.0 G-1.0 A-1.0 A-2.0 A-3.0 A-4.0 A-5.0 RF -1.0 E-1.0 E-2.0 TITLE SHEET GENERAL NOTES SITE PLAN ENLARGED SITE PLAN ELEVATIONS CONSTRUCTION DETAILS CONSTRUCTION DETAILS ANTENNA CONFIGURATION SCHEMATIC GROUNDING PLAN 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 INT,SN 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 S 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 TO E 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: TELEPHONE: PUGET SOUND ENERGY CENTURY LINK PHONE: (888) 225-5773 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 PROHIBITED. i,00qz LDC THE CIVIL ENCINEERINC GROUP Architectural Engineering Structural Survey 14201 NE 20041 SI.. 8100 Ph. 425.806.1869 Woodinvile. WA 98072 Fx. 425.482.2893 wwO.LOCcorp.00m DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1.26.16 PRELIMINARY CONSTRUCTION RBH 2 14616 REVISED PRELIM CONSTRUCTION RBH 3 2816 FINAL CONSTRUCTION 6846 C SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE TITLE SHEET SHEET NUMBER T-1.0 — SEA Mall Rats SMR\D P:\2016\Telecom\ 16-605 1 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 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 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. 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. 17. 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. 18. 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. 19. CONTRACTOR IS RESPONSIBLE FOR FIELD MEASUREMENTS TO CONFIRM LENGTHS OF CABLE TRAYS AND ELECTRICAL LINES AND ANTENNA MOUNTING. 20. VERIFICATION THAT EXISTING TOWER/POLE CAN SUPPORT THE PROPOSED ANTENNA, COAX AND ADDITIONAL EQUIPMENT LOADING IS TO BE DONE BY OTHERS. 21. ANTENNA AZIMUTHS SHOWN ON THESE DRAWINGS ARE BASED ON TRUE NORTH. ALL AZIMUTHS MUST BE VERIFIED WITH THE CORRECT SMR PRIOR TO CONSTRUCTION. LEGEND AND SYMBOLS: CHAIN LINK FENCE CEDAR FENCE POWER UNDERGROUND POWER TELCO UNDERGROUND TELCO OVERHEAD POWER BOUNDARY CENTERLINE REVISION BUG ELEVATION DETAIL NUMBER SHEET NUMBER SECTION BUG fl UGP UGT OH PROPOSED ELEVATION AGL Ay— —1A ABBREVIATIONS: AFF AFG AFS ALUM AB L ARCH BTS BLDG BM BOT B.O. BOC BOS CJ E CLG CLR CMU COL CONC CONST CONT CTR DIA/0 DTL (E) EA EJ ELEC EL EQ EW EXP EXT FD FIN FIN FLR FLR FTG GA GALV GYP GB HM HOR HR HT HVAC 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 INSUL INSULATION INT INTERIOR JT LAM LF MANUF MAX MECH MH MM MIN MISC MPH MTL NIC NOM NTS OC OD OH OPNG OPP PCS SYSTEM PR PSI PSF PT RAD RD REINF REQ'D RM RAN SCHED SECT SF SIM SQ 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 PLATE PAIR POUNDS PER SQUARE INCH POUNDS PER SQUARE FOOT PRESSURE TREATED RADIUS ROOF DRAIN REINFORCED/REINFORCING REQUIRED ROOM RIGHT OF WAY SCHEDULE SECTION SQUARE FOOT SIM ILAR 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 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2016 City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA APR 012016 PERMIT CENTER Cel 2 Business Days Before You Dig 1-800-424-5555 Utilities Underground Location Center (MONTANAWASHINGTON) '44> 0 LDC Architectural Engineering Structural THE am ENGINEERING caouP Survey 14201 NE 200th St.. 4100 Ph. 425.806.1869 Woodinville. WA 98072 FO. 425.482.2893 www.LDCcorp.com DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION 1.26-16 PRELIMINARY CONSTRUCTION RBH 2 1-28-16 REVISED PRELIM CONSTRUCTION RBH 2-8-16 FINAL CONSTRUCTION RBH EGISTERED ARG T HAB. ALL ASHSTON' SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE GENERAL NOTES SHEET NUMBER G-1.0 on\ 16605CD—A1—O.dwg II Rots SMR \Drawings\ g: P:\ 2016\Telecom \ 16-605 ADJACENT ZONING: TUC (TUKWILA URBAN CENTER) SURVEY DISCLAIMER: C. ADJACENT ZONING: TUC (TUKWILA URBAN CENTER) (E) PROPERTY LINE / BARKING L,.:T APN: 2623p4g021 CO 1— W r7 41 ih STR4NDER BLVD (E) PROPERTY LINE ZONING: TUC (TUKWILA URBAN CENTER) PARKING LOt 102'± ANTENNA SETBACK PROPOSED VERIZON WIRELESS ANTENNA MOUNTED ON AN EXISTING 63.5 BUILDING �1 122'± ANTENNA SETBACK EXISTING SITE ACCESS EXISTING VERIZON WIRELESS EQUIPMENT SHELTER ON AN EXISTING BUILDING 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. ADJACENT ZONING: TUC (TUKWILA URBAN CENTER) BUILDING PARKING LOT (E) PROPERTY LINE ri 4.1 I I rTh 1 V 1> i lc p ADJACENT ZONING: TUC (TUKWILA URBAN CENTER) REVIEWED FOR CODE COM PLIANCE MAY 17 2016 City of Tukwila BUILDING DIVISION RECEIVED C/TY OF TUKWILA APR 012016 PERMIT CENTER SITE PLAN 22"x34" SCALE: 1" = 20' I 11"x17" SCALE: 1" = 40' 1 LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 200th 02, 8100 Ph. 425.806.1869 Woodinville, WA 98072 FR. 425.482.2893 www.LDCcorp.com DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION RY 1.26-16 PRELIMINARY CONSTRUCTION RBH 2 128.16 REVISED PRELIM CONSTRUCTION RBH 3 2-8-16 FINAL CONSTRUCTION RBH SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE SITE PLAN SHEET NUMBER A-1.0 E SEA Moll Rots SMR\Drawings\Construction\16605CD—A 0 Aft 4 4> 0 N 1 (STACKED) ©(BELOW) O O m 0 / N (BELOW) / ©. / / / N N \ N ea / / N 1 (BELOW) N N N / 40. 7-- EXISTING ROOFTOP • N N N N EXISTING OTHER CARRIER EQUIPMENT. TYP 51 15.94'E REVIE OR CODE COMPO CE APPROVE ^ry. MAY 172016 EXISTIMU PENTHC USE City of Tukwila BUILDING DIVISION CONSTRUCTION PLAN KEYED NOTES OEXISTING VERIZON WIRELESS EQUIPMENT SHELTER (TO REMAIN). O PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED TO ANTENNA MOUNT(2 TOTAL). 0 OEXISTING 63.5' BUILDING (TO REMAIN). 5 EXISTING VERIZON WIRELESS PANEL ANTENNA (TYP 1 PER SECTOR, 2 TOTAL TO REMAIN). OEXISTING VERIZON WIRELESS ANTENNA MOUNT (TO REMAIN). O EXISTING VERIZON WIRELESS RRUS UNIT (TYP 1 PER AWS ANTENNA, 2 TOTAL TO REMAIN). 8 PROPOSED VERIZON WIRELESS RRUS W/ A2 UNIT (TYP 4 PER SECTOR, 8 TOTAL). 0 EXISTING VERIZON WIRELESS MICROWAVE (1 TOTAL TO REMAIN). 12 PROPOSED VERIZON WIRELESS PANEL ANTENNA (TYP 2 PER SECTOR, 6 TOTAL). 13 EXISTING VERIZON WIRELESS TMA (TYP 1 PER SECTOR, 2 TOTAL TO REMAIN). 16 EXISTING VERIZON WIRELESS RAYCAP SECTOR OVP BOX (2 TOTAL TO BE REMOVED). 19 PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED WITHIN EXISTING SHELTER (1 TOTAL). 21 PROPOSED VERIZON WIRELESS HYBRID CABLE TO ANTENNAS (2 TOTAL). SEE CABLE LENGTH SCHEDULE ON RF -1.0. RECEIVED CITY OF TUKWILA APR 01 2016 PERMIT CENTER 29 PROPOSED VERIZON WIRELESS A2 UNIT MOUNTED TO EXISTING RRUS UNIT (TYP 1 PER AWS RRUS, 2 TOTAL). 31 EXISTING VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED WITHIN EXISTING SHELTER (1 TOTAL TO REMAIN). ENLARGED SITE PLAN 22"x34" SCALE: 3/8" = 1-0" I 11"x17" SCALE: 3/16" =1 '-0" 1 SITE NOTES 1. VERIFY ANTENNA MODEL, TIP HEIGHT & AZIMUTHS 2. ANALYSIS OF BUILDING 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. 1 0 N LDC Architectural Engineering Structural Ins CME ENGINEERING GROUP Survey 14201 NE 200th SL, 4100 Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LOCcorp.com DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1-26-16 PRELIMINARY CONSTRUCTION R88 2 1.28.16 REVISED PRELIM CONSTRUCTION R8H 3 2-8.16 FINAL CONSTRUCTION R88 SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE ENLARGED SITE PLAN SHEET NUMBER A-2.0 2 0 TIP HEIGHT OF PROPOSED TIP HEIGHT OF EXISTING VERIZON ANTENNAS VERIZON ANTENNAS CONSTRUCTION PLAN KEYED NOTES O2 EXISTING VERIZON WIRELESS EQUIPMENT SHELTER (TO REMAIN). PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX Q 3 77.0' AGL © ® 76.9' AGL _ 0 EXISTING ROOFTOP PENTHOUSE, TYP O © / (TO REMAIN) MOUNTED TO ANTENNA MOUNT(2 TOTAL). Tar O EXISTING 63.5' BUILDING (TO REMAIN). 5 EXISTING VERIZON WIRELESS PANEL ANTENNA (TYP 1 PER SECTOR, NY 2 TOTAL TO REMAIN). O EXISTING VERIZON WIRELESS ANTENNA MOUNT (TO REMAIN). EXISTING VERIZON WIRELESS RRUS UNIT (TYP 1 PER AWS ANTENNA, 7 2 TOTAL TO REMAIN). O8 PROPOSED VERIZON WIRELESS RRUS W/ A2 UNIT 0 • TOP OF EXISTING ® BUILDING ! ! IQ i `( ; II . II 63.5' AGL — — r. TOP OF EXISTING ROOFTOP 1 1 ; ® fI ; f I h 62.0' AGL 1 (TYP 4 PER SECTOR, 8 TOTAL). 0 EXISTING VERIZON WIRELESS MICROWAVE (1 TOTAL TO REMAIN). PROPOSED VERIZON WIRELESS PANEL ANTENNA 4124 ilh \' t I,1 jc (TYP 2 PER SECTOR, 6 TOTAL). 1Z57 WY 13 EXISTING VERIZON WIRELESS TMA (TYP 1 PER SECTOR, 2 TOTAL TO REMAIN). 16 EXISTING VERSON WIRELESS RAYCAP SECTOR OVP BOX Y (2 TOTAL TO BE REMOVED). 18 EXISTING VERIZON WIRELESS PANEL ANTENNA (TYP 3 PER SECTOR, 6 TOTAL TO BE REPLACED). PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX 19 MOUNTED WITHIN EXISTING SHELTER (1 TOTAL). VERIZON WIRELESS HYBRID CABLE TO ANTENNAS TOTAL). SEE CABLE LENGTH SCHEDULE ON RF -1.0. e lt " t I j i ; 1t ft r I' R 1 1 r 1 i Le p 1 1 I y' 4FFINISH GRADE s 11 p 1 I 1 4 j r I 0.0' AGL .- PROPOSED NORTHWEST ELEVATION (LOOKING SOUTHEAST) 2 22"x34" SCALE: 3/32" = 1'-0" I 11"x17" SCALE: 3/64" = 1'-0" TIP HEIGHT OF EXISTING ANTENNAS TIP HEIGHT OF EXISTINGPROPOSED VERIZON IAGN ANTENNAS,/,':,\(2 76.8'IZON AGL �- 6 if,0 EXISTING ROOFTOP PENTHOUSE. TYP © (TO REMAIN) REVIEWED E D FOR !ED 2016 ukwila RECEIVED CITY OF TUKWILA 01 206 PERMIT CENTER m TOP OF EXISTING BUILDING ® oCODE �.... COMPLIANCE APPRO 63.5' AGL O MAY 17 TOP OF EXISTING ROOFTOP 1 t 7 2 t P E 1 I ( !� p I M ' y I ' � 62.0' AGL i k 1 e I 9 1 1 City T I � G I I 4 r E y of BUILDING DIVISION I PROPOSED VERIZON WIRELESS A2 UNIT MOUNTED TO EXISTING 0 29 RRUS UNIT (TYP 1 PER AWS RRUS, 2 TOTAL). VW 31 EXISTING VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED WITHIN EXISTING SHELTER 1 TOTAL TO REMAIN). r 4 I 1 I ! 1 t SITE NOTES 1. VERIFY ANTENNA MODEL, TIP HEIGHT & AZIMUTHS. 2. ANALYSIS OF BUILDING 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. r �FINISH GRADE i 1 1 0.0'AGL EXISTING NORTHWEST ELEVATION (LOOKING SOUTHEAST) 1 1 22"x34" SCALE: 3/32" = 1'-0" I 11"x17" SCALE: 3/64" = 1'-0" `*4> 0 N LDC THE OVA INGNLIl G CROUP Architectural Engineering Structural Survey 14201 NE 20661 St.. #100 Ph. 425.906.1669 Woo#inv4le. WA 98072 F. 425.482.2893 www.LDCcorp.com DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION 131' 1-2616 PREUMINARY CONSTRUCTION RBH 2 1-28-16 REVISED PRELIM CONSTRUCTION RSM 3 2$16 FINAL CONSTRUCTION RBH SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE ELEVATIONS SHEET NUMBER A-3.0 P:\2016\Telecom\16-605 Verizon — SEA Moll Rots SMR\Dr ***4> 0 N • ti) LDC Architectural Engineering Structural rHL CIVIL ENGINEERING GROUP Survey 14201 NE 20019 SL, #100 Ph. 425.806.1869 Woodinville, WA 98072 Fr. 425.482.2893 www.LDCcorp.com DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1-26-16 PRELIMINARY CONSTRUCTION RBH 2 1-28.16 REVISED PRELIM CONSTRUCTION RBH 2816 FINAL CONSTRUCTION RBH SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.0 15.73" 1.61" ,, RAYCAP DISTRIBUTION BOX —.- OVP ,- I i3 N O RAYCAP N / ,� TOP DISTRIBUTION OVP BOX MOUNTING BRACKET — — — °' --' 111111 O of rn N E111111li.liki HEX BOLT I i iiii1' 1 vz.47701MI Ml 4 r e ll e L. ,„ ,1 15.73" 1.61" 10.25" PIPE BRACKET (` 888 FRONT PER MFR. RRUS SIDE % RIEWED FOR _,! .= CODE COMPLIANCE LOCK WASHER t';, „` .,�°�' ''� APPROVED MAY 1 7 2016 %' NUT RECEIVED CITY OF TUKWILA - C' Tukwila FLAT WASHER C APR 0 1 2016 MODEL: Ropt Y 8VV pri p� (DIVISION MOUNTING PIPE PERMIT CENTER WEIGHT: 21. SBS DIMENSIONS: 25.66"x19.18"x15.73" to strikesorb 6 remote radioa heads protect 6 heads NOT USED RAYCAP DISTRIBUTION OVP BOX 4 22"x34" SCALE: N.T.S. 11"x17" SCALE: N.T.S. I 22"x34" SCALE. N.T.S. I 11"x17" SCALE: N.T.S. NO HIGH STRENGTH BOLTING IS PROPOSED OR SHALL BE USED. ERICSSON RRUS 12 OR RRUS B13 ANTENNA MOUNTING PIPE MANUFACTURER: ERICSSON MODEL: RRUS B13 WEIGHT: 51 LBS DIMENSIONS: 19.7"X17"X7.2" MOUNTING KIT: MOUNTING KIT PROVIDED MANUFACTURER: ERICSSON MODEL: RRUS 12 WEIGHT: 58 LBS DIMENSIONS: 20.4"X16.4"X7.5" MOUNTING KIT: MOUNTING KIT PROVIDED .__P---------\_/ / / C =.�J A* A* ' ,I 0 // I1 • ''�.m� LLL/f��� �_ : _ _ A ►00000 L /` 90° ALUMINIUM ANGLE SIZE AS PER MANUF. SPEC. (2) REQUIRED M12x35 LG STAINLESS BOLT G w (2) LOW NUT, (2) LOCK NUT & (2) WASHER (4) ASSEMBLIES REQUIRED - ALUMINIUM MOUNT �' (2) REQUIRED M10x200 LG STAINLESS BOLTc/w(3)NUTS&(2) WASHER (2)ASSEMBLIES REQUIRED ALUMINIUM CMP FRONT ALUMINIUM CLAMP BACK MOUNTING BOLT (4) REQUIRED 1 L 3 00 0000 0 00 00 % 00008► 0000�� 00000% 000001 00000 % 0000011 00000% 00000% 00000% 000%=' OO�c�O 000% 00 ) � /�\� I A A N 00 0000 000000 000000 000000 000000 000000 L, 000000 N 000000 000000 00'0.000 75000000 000 00 c 000%000% 00 0 \ �t r - v N '1 5 00 0 00 0 00000% 0000D% 0000tsk 0000�� 00000% 00000% 00000 00000% 00000% 00000 00000%1- 000�`� OOOtc�O 000% 00 8S° 3' / � I,� I 00 0000 000000 % 000000 000000 000000 % 000000 000000 000000 "0.00000 00'0000 0 1I!I' 0 0 :1 Y ,Of00 N / REFER TO MANUF. SPEC. RRUS A2 UNIT MANUFACTURER: ERICSSON MODEL: RRUS A2 (MOUNTED TO RRUS 12 OR RRUS B13) WEIGHT: 22 LBS DIMENSIONS: 16.4"X15.1"X3.4" MOUNTING KIT: MOUNTING KIT PROVIDED NOT USED 3 RRUS WI A2 UNIT DETAIL I 22"x34" SCALE: N.T.S. 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. ***4> 0 N • ti) LDC Architectural Engineering Structural rHL CIVIL ENGINEERING GROUP Survey 14201 NE 20019 SL, #100 Ph. 425.806.1869 Woodinville, WA 98072 Fr. 425.482.2893 www.LDCcorp.com DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1-26-16 PRELIMINARY CONSTRUCTION RBH 2 1-28.16 REVISED PRELIM CONSTRUCTION RBH 2816 FINAL CONSTRUCTION RBH SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-4.0 Construction \ 16605CD—A5-0.dw ing: P:\2016\Telecom\16-605 Verizon — SEA Mall Rots SMR \Dm '4> 0 N LDC Architectural Engineering Structural HIE CIVIL ENGINEERING CROUP Survey 14201 NE 200th St., #100 Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.4822893 www.LOCcorp.com DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1-26-16 PRELIMINARY CONSTRUCTION RBH 2 1-28-16 REVISED PRELIM CONSTRUCTION RBH 3 2-8-16 FINAL CONSTRUCTION RBH SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-5.0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 172016 City of Tukwila BUILDING DIVISION NOT USED 6 NOT USED 5 NOT USED 4 22"x34" SCALE: N.T.S. 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. 28.5" 7.5"• PARTS. 1' 1' I tet= I • ITEM QTY DESCRIPTION WEIGHT: 157 LBS DIMENSIONS: 96.0"x28.5"x7.5" FREQUENCY: REFER TO SMR SHEET a 0 0 1O 1 ADAPTER, POLE, LOWER WEIGHT: 55 LBS DIMENSIONS: 69.2"x22.0"x4.0" FREQUENCY: REFER TO SMR SHEET © 0 OR 1 BRACKET, DOWNTILT, POLE 3 O 1 BRACKET, DOWNTILT, ANTENNA RF ENGINEER SHALL PROVIDE THE ANTENNA CUT SHEET AND SPECIFICATIONS 28.5" 22.0" �4--.-0-"y 0 ^ ' Io I. ® 6 1/2 X 1 HEX HEAD BOLD I I' 6 1/2 SPLINT WASHER 22.0" • �d�l®® 4TJ 1i1' I © 2 5116 X 1 HEX HEAD BOLT \<• , 01%, OPTIONAL O 2 5/16 SPLIT WASHER � DOWNTILT 0 4 1/2" THREADED ROD BRACKET Q9 8 1/2" SPLIT WASHER 12 1/2" NUT , ,� `' IliiM. I WITON,Ii 0 0 111, PANEL D ANTENNA (TYP) RECEIVED C ILA CITY OF TUKW 0N 012016TOP PERMIT CENTER NOTES • / 4 TOP ° o trh • PIPE MOUNT (TYP) 1. INSERT SCISSOR BRACKETS BETWEEN THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER VALMONT MPART #131001 MIMICROFLECT OR POLE ADAPTER BRACKET. SECURE USING 1/2 INCH APPROVED EQUALHARDWARE PROVIDED. 2. TO SET THE DEGREE OF DOWNTILT, ALIGN THE DESIRED HOLES ON THE SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. FRONT SIDE FRONT SIDE - ANTENNA SPECIFICATIONS 3 ANTENNA SPECIFICATIONS 2 ANTENNA MOUNTING DETAIL 1 22"x34" SCALE: 1" = 1'-0" 11"x17" SCALE: 1/2" = 1'-0" I 22"x34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1'-0" I 22"x34" SCALE: 1" = 1'-0" I 11"x17" SCALE: 1/2" = 1'-0" '4> 0 N LDC Architectural Engineering Structural HIE CIVIL ENGINEERING CROUP Survey 14201 NE 200th St., #100 Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.4822893 www.LOCcorp.com DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1-26-16 PRELIMINARY CONSTRUCTION RBH 2 1-28-16 REVISED PRELIM CONSTRUCTION RBH 3 2-8-16 FINAL CONSTRUCTION RBH SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A-5.0 Drawing: P:\2016\Telecom\ 16-605 • 0 N LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 200111 St., #100 Ph. 425.808.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.coln DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1-26-16 PRELIMINARY CONSTRUCTION RBH 2 1-28-16 REVISED PRELIM CONSTRUCTION RBH 3 2816 FINAL CONSTRUCTION RBH SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF -1.0 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 0 COAX LENGTH 1 15° 850 76.9' 94.7" 4° 2 1/2" 30' 1 15° 850 76.9' 94.7" 4° 2 1/2" 30' A 1 15° PCS 77.0' 69.2" 0° 2 1/2" 30' A 1 15° PCS 76.8' 75.0" 0° 2 1/2" 40' 1 15° AWS/700 77.0' 96.0" 0° 1 HYBRID 40' 1 15° AWS 76.8' 75.0" 0° 1 HYBRID 40' 1 15° 700/PCS 77.0' 96.0" 0° 1 HYBRID 40' 1 15° 700 76.9' 94.7" 3° 2 1/2" : 30' 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 0 COAX LENGTH 1 190° 850 76.9' 94.7" 4° 2 1/2" 25' 1 190° 850 76.9' 94.7" 4° 2 1/2" 25' C 1 190° PCS 77.0' 69.2" 0° 2 1/2" 40' C 1 190° PCS 76.8' 75.0" 0° 2 1/2" 40' 1 190° AWS/700 77.0' 96.0" 0° 1 HYBRID 40' 1 190° AWS 76.8' 75.0" 0° 1 HYBRID 40' 1 190° 700/PCS 77.0' 96.0" 0° 1 HYBRID 40' 1 190° 700 76.9' 94.7" 3° 2 1/2" 25' TASK SUBMITTED ON: 01/19/16 2 HYBRID 40' TASK SUBMITTED ON: 01/19/16 1 HYBRID 40' NOTE: 15.94'E • RF ENGINEER SHALL PROVIDE THE ANTENNA CUT SHEET AND SPECIFICATIONS FOR #OCT338KB0000X • ADD (2) HYBRID INTEGRATED FIBER AND POWER CABLE(S) TO FEED THE REMOTE RADIO HEAD(S). ONE HYBRID CABLE IS ABOUT 1.5" IN DIAMETER AND WILL HAVE ENOUGH FIBER AND POWER CABLE INSIDE TO FEED ALL (2) SECTORS. EXISTING \ BUILDING \ / Q ',72/ EXISTING VERIZON WIRELESS EXISTING VERIZON WIRELESS/�EXISTING PANEL ANTENNA TYP 1 PERO ANTENNA MOUNT (TO REMAIN)ANTENNA ( tiPANEL SECTOR, 2 TOTAL TO REMAIN) \ \ ' h EXISTING VERIZON WIRELESS -G MICROWAVE (1 TOTAL TO REMAIN) .-- EXISTING \ - BUILDING \ \ EXISTING VERIZON WIRELESS VERIZON WIRELESS MOUNT (TO REMAIN) ANTENNA (TYP 1 PER/iit SECTOR, 2 TOTAL TO REMAIN) ----,--" \ \ ' EXISTING VERIZON WIRELESS i i MICROWAVE (1 TOTAL TO REMAIN) U 4 _ PROPOSED VERIZON WIRELESS RAYCAP DISTRIBUTION OVP BOX MOUNTED TO ANTENNA MOUNT(2 TOTAL) (BELOW) EXISTING VERIZON WIRELESS \ RRUS UNIT (TYP 1 PER AWS \ (STACKED) ANTENNA, 2 TOTAL TO REMAIN) /\ \ PROPOSED VERIZON WIRELESS A2 / UNIT MOUNTED \ EXISTING RRUS \ A UNIT (TYP 1 PER AWS RRUS, 2 TOTAL) / \ a��` / • \ / / \ / \ ` �`�� •\'+Y' / N /EXISTING VERIZON WIRELESS TMA (TYP 1 \ \+ \ o / PER SECTOR, 2 TOTAL TO REMAIN) (BELOW) O 1►;j \ EXISTING VERIZON WIRELESS z1 \ RAYCAP SECTOR OVP BOX (2 MI TOTAL TO BE REMOVED) (BELOW) /\ \ EXISTING VERIZON WIRELESS 1 RRUS UNIT (TYP 1 PER AWS ANTENNA, 2 TOTAL TO REMAIN) ,+ � lift N ��\ / \ / \ NN N '\ \ REVIEWED/POR CODE CO LIAN APPI�tOVED MAY 1 i' R 1� / \ • of Tukwila B - /DING DIVISION / EXISTING VERIZON WIRELESS / 1 PER SECTOR, 2 TOTAL TO REMAIN) N \ TMA (TYP \ EXISTING VERIZON WIRELESS PROPOSED VERIZON WIRELESS PANEL \ � \ ANTENNA (TYP 2 PER SECTOR, 6 TOTAL) \ PROPOSED VERIZON WIRELESS RRUS W/ \\\ \ A2 UNIT (TYP 4 PER SECTOR, 8 TOTAL) \ N \� iN \\ N �\ N �� PANEL ANTENNA (TYP 3 PER SECTOR, 6 TOTAL TO BE REPLACED) INNNN \ RECENED \CCO �y�{y �Lg NN N A 2016 \ \ PEP= ti CENTER PROPOSED ANTENNA CONFIGURATION 2 EXISTING ANTENNA CONFIGURATION 1 1 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" • 0 N LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 200111 St., #100 Ph. 425.808.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LDCcorp.coln DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1-26-16 PRELIMINARY CONSTRUCTION RBH 2 1-28-16 REVISED PRELIM CONSTRUCTION RBH 3 2816 FINAL CONSTRUCTION RBH SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE ANTENNA CONFIGURATION SHEET NUMBER RF -1.0 SEA Moll Rats SMR \Drowings\Co P:\2016\Tetecors\ 16— 15.94•E CT �j \ \\ \ \\ \ \ \ \� \ �` /` / / / / N N N N N N N N N N N REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2016 City of Tukwila BUILDING DIVISION N GROUNDING KEYED NOTES O EXISTING GROUND RING AT BASE OF BUILDING (FIELD VERIFY). O EXISTING AGB AT ANTENNAS. OEXISTING AGB CONNECTED TO MGB WITH (2) #2 BTCW. O PROPOSED VERIZON ANTENNA PER PLAN, TYP. O EXISTING BUILDING. OCONNECT PROPOSED ANTENNA WITH #2 BTCW TO AGB (TYPICAL AT EACH ANTENNA). Ilk ViCr GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. ANY METAL OBJECTS WITHIN 6 FEET OF THE EXTERNAL GROUND RING SHALL BE GROUNDED. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD AND CLEANED THOROUGHLY THEN COVERED WITH TWO (2) COATS OF SHERWIN WILLIAMS GALVANTE PAINT B350W3 OR EQUAL. SEE 1/E-2.0 FOR TYPICAL CONNECTIONS. 4. ALL WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 3. ALL ELECTRICAL CADWELD AND MECHANICAL CONNECTIONS SHALL HAVE NON -OXIDATION COMPOUND APPLIED TO CONNECTION. 4. ALL MATERIALS AND CADWELD MOLDS, SHOTS, ETC. SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR UNLESS OTHERWISE NOTED. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 7. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119, 33 & 36. GROUNDING LEGEND //%/////////2 • • A • GROUND BAR GROUND INSPECTION WELL COPPER GROUND ROD COMPRESSION LUG CADWELD CONNECTION SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM SCHEMATIC ANTENNA GROUNDING PLAN 22"x34" SCALE: 1/2" = 1-0" I 11"x17" SCALE: 1/4" = 11-0" 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 SERVICES ARE STRICTLY PROHIBITED. RECEIVED CITY OF TUKWILA APR 012016 PERMIT CENTER 1 0 LDC Architectural Engineering Structural THE CIVIL ENGINEERING GROUP Survey 14201 NE 200th St.. #100 Ph. 425.806.1869 Woodinville, WA 98072 Ft. 425.482.2893 www.LDCcorp.com DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBM ITTALS REV DATE DESCRIPTION BY 1-26-16 PRELIMINARY CONSTRUCTION RBH 2 1-28-16 REVISED PRELIM CONSTRUCTION RBH 24516 FINAL CONSTRUCTION RBH STATE OF WASHINGTON SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E-1.0 all Rots SMR \Drawings \Construction \l 6605CD—E2-0. GROUND ISOLATOR III���III (TYP EACH I V I GROUND BAR) ' I NEW COAXIAL GROUND KITS W/LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) • NEW 4"x24"x1/4 THK COPPER GROUND BAR INSTALLED BY f GENERAL CONTRACTOR n STRANDED CU WIRE WITH GREEN, 600V, THHN/THWN INSULATION. SIZE AS SPECIFIED TYPICALLY 12" TO 24" COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER e .o N.C. ANTENNA CABLE 2 1/2" 0MAX 120" MAX © 0 ©000 0000 �,2. 0o oo o O 0000 0 0000 0 0 00 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 00 0 v ) • ,1= -\ 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 26" MGB OR 6" ANTENNA AGB J NOTE TWO HOLE LUG, BOLTED TO GROUND BAR USING STAINLESS STEEL HEX HEAD BOLTS AND HARDWARE *TWO HOLE LUG, TO BE USED SOLID TINNED BARE CU WIRE CU WIRE WITH GREEN, 600V, INSULATION TO ANTENNA BUILDING RING GROUND - - STRUCTURE, OR WITH #2 AWG OR STRANDED THHN/THWN MGB _ NOTE FIELD VERIFY -=3/8"-16x1/4" #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE -GL) 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. GROUND BAR 6 GROUND BAR CONNECTION 5 CABLE GROUNDING DETAIL 4 I 22"x34" SCALE: 3/16" = 1'-0" I 11"x17" SCALE: 3/32" = 1-0" I 22"x34" SCALE: 1" = 1-0" I 11"x17" SCALE: 1/2" = 1'-0" I 22"x34" SCALE: 2" = 1'-0" I 11"x17" SCALE: 1" = 1'-0" RX2 III �� JUMPER REQUIRED ONLY FOR 1-5/8"0 COAX OR FOR EASE OF CONNECTION (TYP) CONNECTORal TO ANTENNAS 11 �� 111 R j I 1111 �+ IN j I nal TX1/RX1 WEATHERPROOFING � KIT (TYP) MI STANDARD GROUND 0 I,, KIT (TYP) SEE NOTE. ii REVIEWED FOR CODE COMPLIANCE APPROVED MAY 1 7 2016 City of Tukwila BUILDING DIVISION WEATHERPROOFING Pk Pk PR KIT (TYP) SEE NOTE 2 #6 AWG ` COPPER ANTENNA GROUND ANTENNA CABLE TO BAR, WITH INSULATORS. BTS EQUIPMENT (TYP) BONDED DIRECTLY TO .�l� D CITY OF TUKWILA / )f 0 1 2016 (� v PERMIT CENTER PERMIT CENTER � BUILDING GROUNDING SYSTEM NOTES __ TO GROUND RING 1. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT&T REPRESENTATIVE PRIOR TO INSTALLATION OF GROUNDING SYSTEM. 2. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 3. WEATHER PROOFING SHALL BE TWO-PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. ANTENNA GROUND BAR 3 NOT USED 2 NOT USED 1 I 22"x34" SCALE: 1-1/2" = 1'-0" I 11"x17" SCALE: 3/4" = 1'-0" I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. I 22"x34" SCALE: N.T.S. I 11"x17" SCALE: N.T.S. ■ 0 N stiS LDC Architectural Engineering Structural IRE CIVIL ENGINEERING GROUP Survey 14201 NE 200th St., #100 Ph. 425.806.1869 Woodinville, WA 98072 Fx. 425.482.2893 www.LOCcorp.corn DATE: 1-26-16 DRAWN BY: JFO CHECKED BY: RBH SUBMITTALS REV DATE DESCRIPTION BY 1-26-16 PRELIMINARY CONSTRUCTION RBH 2 1-26-16 REVISED PRELIM CONSTRUCTION RBH 2-8-16 FINAL CONSTRUCTION RBH SITE SEA MALL RATS 16400 SOUTH CENTER PARKWAY TUKWILA, WA 98118 SHEET TITLE GROUNDING DETAILS SHEET NUMBER E-2.0 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 17 2016 City of Tukwila' BUILDING DIVISION March 31, 2016 Verizon Wireless SEA Mall Rats AWS Structural Analysis: Changeout of New Antennas Prepared for: Shirley Vangen Verizon Wireless LDC, Inc. 14201 NE 200th St, #100 Woodinville, WA 98188 Prepared by: LDC, Inc. 14201 NE 200th Street, Suite 100 Woodinville, WA 98072 (425) 806-1869 Jessica Wren, PE, SE Engineering ABOVE the Standard RECEIVED CITY OF TUKWILA APR 01 2016 PERMIT CENTER Infrastructure b°1 WC E E 0 • lU LDC Project #16-605 March 31, 2016 Shirley Vangen c\o Verizon Wireless LDC, Inc. 14201 NE 200th St, #100 Woodinville, WA 98188 Re: Structural Analysis Changeout of New Antennas SEA Mall Rats AWS 16400 Southcenter Parkway Seattle, WA 98188 Status: Acceptable as outlined in the following structural report. Dear Ms. Shirley Vangen LDC THE CIVIL ENGINEERING GROUP Commercial Infrastructure Residential At the request of Verizon Wireless, we have performed a structural analysis for the above- mentioned project to verify compliance with the following building codes: • International Building Code 2012 • Minimum Design Loads for Buildings and Other Structures (ASCE 7-10) • AISC Steel Manual, 14th Edition (AISC 360-10) Please reference the following structural analysis report which gives full details of our design assumptions, provided information, and results. LDC must be notified immediately if site conditions are found to vary from what is indicated in this report as additional analysis and design may be required. Please contact the undersigned with any questions relating to this work. LDC, Inc. Jessica Wren, PE, SE March 31, 2016 Engineering ABOVE the Standard LDC Project #16-605 Woodinville, WA 98072 • ph: 425.806.1869 • fx: 425.482.2893 • www.LDCcorp.com • 0 0 cu U, s 0 O N W 0 N 1. Design Assumptions Ultimate Wind Speed 115 mph Exposure Category C Risk Category IV Site Class D SDs 0.977 SDI 0.598 Seismic Design Category D 2. Loading Configuration Proposed final loading configuration at each sector is as follows: • (1) 24lb Amphenol antenna o 94.7" x 11.2" x 4.5" • (1) 55lb Amphenol antenna o 69.2" x 22.0" x 4.0" • (2) 125lb Amphenol antenna o 96.0" x 28.5" 7.5" • (5) 80lb RRUs Et A2s • (1) 22lb OVP sector box Each sector is comprised of the listed equipment above. There are two sectors comprising this array, referenced as sectors A and C. Sector A is on the northern side of the array with an azimuth of 15°, and sector C is on the southern side of the array facing south with an azimuth of 190°. Both sectors are fastened to the building structure via a free standing steel frame. The steel frame is comprised of wide flange beams, hollow steel sections, and angle braces. The antennae are attached to steel pipe sections. The pipes are mounted at the base to the steel frame and braced at mid -height by means of the angle bracing. In addition to the antennae, equipment, and external frame, there is an equipment shelter that is supported by the frame. This shelter was treated as its own structure and then its resultant dead, live, snow, and lateral loading were applied to the base structure. The frame structure spans over the roof surface and is supported by the perimeter columns on the north side and by a moment connection at the concrete penthouse wall. The connection at the penthouse wall is comprised of the wide flange frame beam welded to a steel plate connected to the wall via 6 bolts. wK w.LDCcorp.com astructiire • Residen 3. Results u The structural analysis was performed using RISA -3D version 14.0.0. V 0 March 31, 2016 LDC Project #16-605 Engineering ABOVE the Standard 4. Provided Information and Assumptions One site visit was performed by LDC on December 21, 2015. Photos of the site visit to verify the field conditions are included in the Appendix of this report. The building is assumed to be free of damage, corrosion, and deterioration. If conditions are other than as indicated in this letter or the construction drawings, please contact LDC immediately as new design and detailing may be required. Assumptions that were made for the analysis of the structure involved the following: Steel strengths and types o A36 - Angles Et Plates o A992 - Wide Flanges o A500 Gr.B - Hollow Steel Sections o A53 Gr.B - Pipes Bolt Type o A307 - 5/8" Diameter Concrete Strength Properties o 4000 psi Lateral Base Shear o 983 kips Story Heights o 1st Floor - 2nd Floor = 13ft o Typical Story Height = 12ft Building Loading o Typical DL = 100 psf o Live Load = 25 psf o Snow Load = 25 psf 5. Conclusions It was determined, through the analysis of the existing array structure and the proposed antenna configuration, that structural modifications will not be required to install the proposed new equipment at this location. This analysis included the review of the existing frame structure, the angle bracing, the rooftop shelter, and the proposed equipment. The current proposed antenna upgrade is acceptable without structural modification at this time. March 31, 2016 LDC Project #16-605 Engineerins ABOVE the Standard w.LDCcorp.com LDC, Inc. • Corn Table of Contents Design Criteria £t Assumptions 1-4 Google Earth View 5 Wind/Seismic Calculations 6-24 Antenna Swap Analysis 25-52 Appendix 53-74 March 31, 2016 LDC Project #16-605 Engineering ABOVE the Standard wKw.LDCcorp.corn ructure • Residen C E LDC, Inc. • Wind Load Design assumptions Wind Pressure Calculations: qh = 0.00256KZKZtKdV2 Velocity Pressure Coefficient: KZ = 1.1864 This was determined based off of the highest of the heights of the antennae centerlines (74.11 feet) under category C using linear interpolation. Topographical Factor: KZt = 1.0 The factor was defaulted to 1.0 as not all of the required conditions were meet under ASCE 7-10 (26.8.1) Wind Directionality Factor: Kd = 0.9 This factor was determined from Table 26.6-1 in ASCE 7-10 and attributed to the Square Chimneys, Tanks, and Similar Structures category Based on these factors: qh = 0.00256(1.1864)(1.0)(0.9)(115)2 = 36.15 psf Design Wind Force: F = ghGCfAs Gust Factor: G = 0.85 This was determined from Section 26.9 ASCE 7-10 Reference the following tables in the calculations to reference the Cf and As values to ultimately determine the loading, F, on each of the array elements. March 31, 2016 LDC Project #16-605 Engineering AtiUVE the Standard idential • www.LDCcorp.com asl:ructure • 41 LDC, Inc. • Commer eights ~"< 47°212O. '1,1 64400 SouthcenterPkwy Y F1 es,g 11 4 4 ,tev 104 ft eye, Olt 03311 ft U.S. Seismic Design Maps 16-605 SEA Mall Rats trdeide = 47.455"N. langicaide .121.262 .W 1.nooa aart,<Ne CeaAlt.n 20151tERRP Provisions at.ele la CI •dSl S. - 1.46S Sr= 0.4925 ._a Ne* Print Oa.Wxd Uplmd S.,- 1.4665 5e,= 0.6975• 1� j-'1 Tukwila FaN.�M ' r S,= 0.977g So= 0.592 g'• s two.•.. MM Y1 Pak ' Sins the Site Class is D and 5, 2 02 E, site-apeciricground motions might be required. See Section 11.43 o(ttrc eau NEHRP Proriaions MCER Spectrum Period, T (sec) WV", 44 11y D (determined): Stir? 5oi! 5 2 `• S sem, 2 4ir:Ca¢sary .. e.g. (Essential Facilities) Design Response Spectrum 0.5 0A 03 0 0 0 O l Cl 0.5 1.0 1.2 L Le Period, T (sec) 2.0 Project. EA iv\(,0 LDC #: Date: 3/2-1/201(° Engineer: C)34- Page: LDC 14201 NE 200th St., #100 • Woodinville, WA 98072 • ph: 425,806.1869 • fx: 425.482.2893 www.LDCcorp.com ge..)AACki.,‘ iknieeJAY\o,e., ,Se_c_ior. 1--lev't LA) A,A-1.c\ MA 'k cy,,,,,oss we (Am 1/4...) 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Fe [ (F -p) (0,-7 E) .Se ort LL 17. 0-6 Pos (, 1 111.G1, 3ci. 1:0 los Se..i5vv\k.,„ Force- '*,, 21 ills (7.7 Ib5 36,),87 5 I 90 Lbs -78. 3 Itos 27,2)-7 lbs Fc&c.-1-tx-fbk,cc 32,35 lbs 39., 51', 1b5 34? , 51) lios lbs 344 S_S1 165 Spsi U.) D D. (U,000 (1055 14 €52_0 sc 150 C5 Project. itiCj RCCtiS LDC #. I GO5 Dale: 3/21 /20 f Engineer. 14201 NE 200th St., #100 • Woodinville, WA 98072 3 Faz,i-o.fr 3-3 3-4 -2. Fc.x.6-Foreck 1 - 3 Fact -ore lz Farce_ 32.7, 9 bs 17 165 782.,"5 \bs 4/ .I4 lbs 7t323b5 -4469,H 165 65 2(60 16s For'ce_. .523,9 S65 I16„7 16s 7. 31,5 LiGi.q16s -102_.3l65 44.(A.L1 \ Page. 3 • ph: 425.806.1869 • r; but 0-1 x- Apip!& 11oa':011bs 1 ° 51193 ct '4 16$ 391, t0°,/ 385. 234,7 16s 23 311,2_165 1 / 3as, l65 231,1 tbS fx: 425.482.2893 2-17,0 l'os 1O° /23,7 bs 30:2-16s 1 28,2 lb.s, x -F Pcx-ex_ ae-co__ 2_- Fofte_ LDC www.LDCcorp.com •)4 -Farce- uevkr ffor_A-_?er 28, 5 1bS 50,8 1-bs• ILI .3 1.65 .1 7, 1 165 48,S 165 (�le), , `1 LIO.olbs 6,7."16.5 6,8)16s pers vTart- 1:$44--(6A-kr-5.1ce . Se). 06.5. /- 98 ,4 bs 1, 2_11:)s I S' 3-77, 16,s 2341,7 16$ 2.2.(0,1 lbs q2.1 I6s 3LOtks 11 5, q2.71) aLD l65 11 20.4 16s 1 0G:cc lbs g lbs 1 1175 x-Furcg-r- perceAter. sTri- ovkr:stet- .42 79(,-2il3s 5.,4 .4411516, 12,71 ib5 101,3 110 /1.69 ,0165 /5O7 16s to0,8 16s 113446 31,2 los IS° 7' 377,9 165 ,/ .101;3 11.5 IB.,1,016.5 /50.1 (65 2314.7 IbS 22,.1 lbs E 165 1 3.4 Lbs 30.4 lbs - +3?'1.bs art 0 1 bs L5' 26)0,-3165 ¶30.2Jbs GYP Ov?- I 1-2,6 165 Fac. -4c, 165 OVP- \ 2. C3 I 6S Fckc±orecL (07,7 16$ lbs 542bs ,740.14.616s,'" 2.7 11,5 I 165 .32,5112S C2,91)::)s ( 3165 z RArCe.-- Fort,e, / 1 Ct.,t) 1 b& k,S,.1+165 i 7,5 1b5 (I1.1 lbs 19.60 1b5 1,65 1,6 lbs • Project' 3EA /A0(I o-ts LDC #: I (o' ! 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L ax 3/c, \<si)( 1.0ct '—‘1) 4.773c.;?5 •-• 4:1-70 s 142_ IL s gt5A cAxi‘c)\ ockcV, bf•cu..e_s, "Ike_ wv_xximvyn 0,r 4)0\.,iv•NC.L A 22 MD . = O. 58(...,;., se).15.u, CeAvsdprevL cric't cry\ Project3EA l'A_(AH LDC#: Date: 21 201(.0 Engineer: Page. ° LDC 14201 NE 200th St., #100 • Woodinville, WA 98072 ph: 425.806.1869 • fx: 425.482.2893 /c -±s -I 31=10 1b -i4 1- 3 415C, 1) -4 21- I 153(.01,6- Iv\ Z\ Ib -2-1 - 526 .5ke_o-r fiI) lb, I6s Islbs (2,L lbs 101 )b5 -7 2. lbs 157 lbs ckvek = T , 71i2=0, lb.:, 1190_ lbs ccr,Z,ki (A" v; I Prooc..-E..s C ;\,) - ha:45 e Mick- 1 -1e61, -i- Harizon-eusA rCA_Ce S " www. L DCcorp. corn ow p r -C-1, 5 ieney r 0 los L4,64.L, parce, R,VS-A TotAsiuy. e_av-v-\ C.1"1"\c lor-A Lur.;-zuvtal 2_,1\41b5 > 1)o.sCkck Px)\--t- rcjyyr1/4X (1-0 G„... 0.0,(nACABr&ce- Pro.v.A4._ Cav-)Nr2ijh.CYN Yvoae___ op (741 1/2: Ac3-7 ix,1+ 10.c16,3;,'-)(27 /250() 2.,(aS ks: 2,1Q51165 it5I 5115. 1,615 16s 2,6,31 16s / C7) • Project. SEA Ackl Rais LDC #: &a.S Date. ZO Engineer (-1° Page. LDC 14201 NE 200th St, #100 • Woodinville, WA 98072 ph: 425.806.1869 • fx: 425.482.2893 www.LDCcorp.com Aa.xi.,mciwk. (xi 6,00s_ke— M91—'- 5ck eNv. L f; 'vy\ o,&\ \ e_ bro,ce_. • 3.s;y, - 0,3\25 Th0 YVA.00< ; /VI (A/V\ bey‘a Sire s_s wass cuv.& -to 72-e os'v\c vv\ockej CC._.L.Ar,"_, i+trInk" br-c„,,,,. LT aki 35,700 Ito EA r o - /4] S e) Me_ (1.cra- 1.1-11 i\k- )/0\ Me_ _612_ — S5,7)0143 48013)6,,) - 25750 \b;;., • 1:12-0 16 Project SE- A ivy, LDC # ('C' 5 Date: 2.01 Engineer: Page: 14201 NE 200th St., #100 • Woodinville, WA 98072 • ph: 425.806.1869 • Detww\l,e,_e_ 10 Lv" 44r+ tt 51)/61, (0" 0;1\ Volt it t 4Ct?rq-1 Vet tt)ki t )2 , „It We ht;I: r ce.ta-b 1•1'.± '65 11- of dc\ 17. DC fx: 425.482.2893 www.LDCcorp.com „ -74 9E3,k Al picc( Couvv\ n) 32- - - L (14Z.j,; -F. • \ PAcar, (O s cdo Wej Vc\--• toC) \)C( ('-1 (2,2ky,.?_,L)0',,-,\)({4)/1:,,A,,z)( 4 5 -1:•+• s it\ Lot, cra.`"? 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SEA ikA&U R Project: LDC #: ' Cc'(55 Date: . .$ "MI , / i' 12 16 Engineer: Page' of 14201 NE 200th St., #100 • Woodinville, WA 98072 - ph: 425.806.1869 • fx: 425.482.2893 Sk-e4A-r— cAn )4_14: V 24 j l -J3),-\ k c 250c11(r (219 2.3CDcl tw 5 orz kr<I'• = \ i,o4p5 LDC www.LDCcorp.com 1/Z &1os = 350 4'2-7432_, Cv -1-2.-/L-1 32_ cc`i 2. 2(..„,4-7o 2.9 52, 4122_ VR V5_ti= eA k V+57' 78°, 6k 9 b3k- V Nif 1,23,c1 700 /////z/v/ / //-7 //' 5FA R rZo,t3 Project. — LDC #: U 05 Date: 3 3 c 2.431(- Engineer: Page: of ko\ LDC 14201 NE 200th St., #100 • Woodinville, WA 98072 • ph: 425.806.1869 • fx: 425.482.2893 www.LDCcorp.com G 1k !Wirbv\c-ki Leo* Ano-LAs.v. Dea42$1, Lockc1.0+ t'ire."4-0, (--)0 I -00\6k •-(1-Nv 16t v\-1--e4Avo— Frovv-A-0.— R 63a k 2-1 ( •=' S,2,1ejk Re_c,L(.-1-‘cy-vs z.2-1 Arr--0)--- t CIckrk (JVCA_ Gro\q‘ct Loro A 4 30 in nr_ ReS1 CAVVCe_ o+ S44\ ?.o 27 2c)c-r)/ (142 (0,11.),1s(05))= 7 0, s 20 7. 21 rs+ voLLAAA,en( 1.Y;LLf14 22 ‘r-k-Ray\.6 ) 920, or0ofi-ti Lockc,tiko\ = 5, I G14 MeA t a2.3 ,91C 44.8 (b°70 Ac/4.;'-ti, W Loc(ol.: 1 f14. ki'p 5 Ik / 3m 5 Project: Ack\ Rat- 5 LDC #: 1(a — Date: Engineer: 14201 NE 200th St., #100 • Woodinville, WA 98072 Page. 14 of n LDC • ph: 425.806.1869 P+Kt eivY\cx-- 5ke-1 WiA a 6k.0( -T-e) SLeite..r 94 cLk CoG cLk 6,ocasc, Kz Kzt_k_.,LV L fci (75-k-) I I, I 5'4 \.< a .2 0.63 (NV/JP LO \! =Iv 0,00 2.5(c, ( .1c)( 0.002.3(4 1,15,f)(1,0)(0/655)( I a = 0.55 ctoy--) CF>,- C), Cep ,,Sid-P—Ocl 0,7 /011_,0 3a1.25(8,B5)(— (559,014) (5,42,2p4) • fx: 425.482.2893 www.LDCcorp.com - 0.4E3(01 34.2S ps 3CD. 4p+ 2)4.2-5f5f (0:a 0 22 9 p 5 22.58- • =3L 5,5)-O) 14, - ocrl , :"- 22.O44 00 1-1175.30 L -0.-11k(4) - 20 -2)sps C 1.0 - 0 os% , 34.2.s( .65)(- 0,e) ..72. 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LDC 14201 NE 200th St., #100 • Woodinville, WA 98072 • ph: 425.806.1869 • fx: 425.482.2893 www.LDCcorp.com e.cy ( 381, 2.1b5) :254 ,L-1 .165 '1 'I Is f 'I' 1 t ii` ' , __ ---- 62S•S 1.4-- 2.7e),c1 ?l•ir• li <4- -6_ qj li 11 V11 _ 5,(0?lr — _ — — — 2-05'7 p l l'i- `------- -s-------, -----, /--- t---- 1 f • 2:78,9 1 o IL- P 1 1> 1 I i L clp 1 ' P4. ----- `--- '— 4-- , ---S \ 116,9 ( (1557. -4135) Project. 5FA ,fv\co\ Rort, LOC #: G S Dato:3 2°k Engineer: Page. 71 of LDC 14201 NE 200th St., #100 • Woodinville, WA 98072 • ph: 425.806.1869 • fx: 425.482.2893 www.LDCcorp.com ‘trr,-1 ke.c/...r CP/'\ 2. Cc)( -0W\ (OuTer- 23kaR) 1,5"ck • I G. ;•••• 32 k•-5(-)Yv•C- Lec.J,-, cowl its\v\-\---ex\vv.), cmc c - cc)luyv\v\ 4COOps'r 2 , 0 O. b(D,G 5)(0. b5 (Lf,0001.5; + u -- .710 L G., 14" 7 ( bo -r - A le,15 Si crw3 ik• (2Sk)(32; „ (Vo)(6'''') A 60061A7-. cavcevtr C4 crr,e• croveAA., 2. , 3Sk' RarArzt;asn) (u5t LRF LocalAc\ LL l.LL + k(,!,(5k)-k- 21,-7/4k Project /0\6k. {5 , LDC #: 1 - CQ 5 Date: 3f 3 t +/2117 Engineer t Page' ') of ` I LDC 14201 NE 200th St., #100 Woodinville, WA 98072 • ph: 425.806.1869 • fx: 425.482.2893 www.LDCcorp.com Cv,v\e_. G c �feCtr'ic-ki s ( Pnth) ,0" Cr.�di�t ci.1UY'i )< (z - p (P�c ci: t Cow): jt 0Y\ S Vba_t_ (c, = 2 ,76Cy�", clmrk� � u>nkn , 6,,..s A307 S/s cb bo41-s .._� (rJf)-) = 2_P . & K > .1 8k / A3' 3(a k s _� 5k ( = /16.� = Zt ir' ItSi 41. 2 t" � olc dig. cr +e. 1 4un.d. ►o,Eb - VC4Ya)(o.7S'N)((Q 4 2 - 01'14 = -7515 .tvl 4128,V2-5 2G,4,,z) 22,373k;r5' Project. LDC #: I — &OS Date: *I/201(0 Engineer (-44 Page • 1 C‘ tAiAIA cds LDC 14201 NE 200th St., #100 • Woodinville, WA 98072 • ph: 425.806.1869 • fx: 425.482.2893 www.LDCcorp.com Cmorete_ L30,1( \I • 2_40 A5 -= . 31 y,"'")( 't.•\‘) 0,496 ;02' A- A - A - OiLtet(4.1.42 5 Aferti tOack; A et: Vse- 0?$. )(2:4-)( r) C)15LL 4'5) AC_CSYVC.C•difi-tt' 1b5 (1.11) + dt)9,1 ;5.s cLft Aj( 1 -0:<, A-4,7 32-1/\)2-) 4p, = 6.s p,, 7LtAl› •-•it\eLc.1 .„„5 koIc5. gttl" I C CA,Mte.A. C LIVIA A 2?;"15 =LSs se)ex, bs Lae -A:.51,11-7 0542_ p = C., 36, 5 U: Freak -0-) [l.%( ICC)) 4 10C-0( 10)1 2 14_ -„, r too, (5' z1 LI/ i) /61, 12 P6- s3paeii2, 5 RS TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31,2016 9:12 AM Checked By: Jessica Wren Basic Load Cases BLC Description Cate or X Gravity Y Gravity Z Gravity Joint Point Distribu...Area(M... Surface... 1 Dead Load DL Y 6.364 2 35 3 8 1 1 2 Wind Load WL 2 • Dead Loading 0 69 3 10 Yes Yes 3 Self Weight DL 2 -1 Yes Y Live & Snow 1 1 3 4 Live Load LL Yes Yes Yes Yes Yes 8 2.937 y 5 Snow Load SL COG (ft): X: 22.997 Y:.414 3 Live & Sn... 8 Y 7 Load Combinations Description Solve PDelta SRSS BLCFactorBLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac... 1 Wind Loa... Yes Y 6.364 2 .6 3 1 1 1 Yes Yes Yes 2 • Dead Loading 0 0 3 1 Yes Yes Yes Yes Yes 2 Dead Loa... Yes Y Live & Snow 1 1 3 1 Yes Yes Yes Yes Yes Yes Yes Yes 2.937 y 38.385 6 1 COG (ft): X: 22.997 Y:.414 3 Live & Sn... Yes Y 7 1 1 3 1 4 .75 5 .75 8 2 NORTHREACTION .088 8.612 -.014 0 0 0 9 2 EASTREACTION Load Combination Design Description ASIF CD ABIF Service Hot Rolled Cold For... Wood Concrete Masonry Footings Aluminum Connection 1 Wind Loading WESTREACTION -1.581 6.364 -1.632 Yes Yes Yes Yes Yes Yes Yes Yes 2 • Dead Loading 0 0 3 1 Yes Yes Yes Yes Yes Yes Yes Yes 3 Live & Snow -.423 7.152 .252 0 Yes Yes Yes Yes Yes Yes Yes Yes Joint Reactions LC Joint Label X Y Z fk MX f k -ft MY fk-ft MZ f k -ft 1 1 WESTREACTION -1.581 6.364 -1.632 0 0 0 2 1 NORTHREACTION -.352 9.568 .132 0 0 0 3 1 EASTREACTION -.817 11.274 .537 0 0 0 4 1 SOUTHREACTION -.423 7.152 .252 0 0 0 5 1 Totals: -3.173 34.358 -.711 2.937 y 38.385 6 1 COG (ft): X: 22.997 Y:.414 Z: 30.403 7 2 WESTREACTION -.075 8.663 .024 0 0 0 8 2 NORTHREACTION .088 8.612 -.014 0 0 0 9 2 EASTREACTION -.049 10.97 .046 0 0 0 10 2 SOUTHREACTION .036 10.493 -.056 0 0 0 11 2 Totals: 0 38.739 0 12 2 COG (ft): X: 21.973 Y:.367 Z: 29.831 13 3 WESTREACTION -.135 14.666 .014 0 0 0 14 3 NORTHREACTION .199 14.637 -.033 0 0 0 15 3 EASTREACTION -.111 20.928 .104 0 0 0 16 3 SOUTHREACTION .046 20.005 -.086 0 0 0 17 3 Totals: 0 70.236 0 18 3 COG (ft): X: 21.107 Y:.202 Z: 30.669 Member AISC 14th(360-10): ASD Steel Code Checks LC Member Shape UC Max Loc ft Shear UC Lo ft Dir Pnc/om fkl Pnt/om f..Mnvv/om ...Mnzz/o... Cb Eon 1 1 Fl W18x86 .538 14.056 .064 42.167 y 102.735 757.485 120.758 20 9.0 22 1.213 H1-... 2 1 F2 W12x26 .377 10.038 14.056 .190 .055 18.895 5.71 y y 201.243 102.735 229.042 757.485 20.384 120.758 92.814 211.614 1 1.228 H1-.. H1-.. 3 1 F3 W18x86 .356 4 1 FC W12x26 .293 9.037 .039 2.937 y 38.385 229.042 20.384 39.35 1.199 H1-.. RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r3d9age 1 IRS TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12AM Checked By. Jessica Wren Member AISC 14th(360-10): ASD Steel Code Checks (Continued) LC Member Shape UC Max Loc ft Shear UC Loc ft Dir Pnc/om fkl Pnt/om F..Mnvv/om .. Mnzz/o... Cb Eon 5 1 FI1 HSS1o... .170 7.386 .036 7.113 z 92.56 169.952 19.073 43.613 1.45 H1-.. 6 1 HB1_-2 L3.5x3... .166 0 .035 1.874 y 57.391 62.874 2.664 5.889 1.856 H2-1 7 1 HB1_ 3 L3.5x3... .296 0 .080 1.103 y 60.379 62.874 2.664 5.889 1.431 H2-1 8 1 HB1_1-4L3.5x3... .387 0 .176 0 y 40.615 62.874 2.664 5.666 1.558 H2-1 9 1 HB1_3- L3.5x3... .163 1.889 .021 0 y 57.318 62.874 2.664 5.889 1.162 H2-1 10 1 HB1_4- L3.5x3... .294 2.898 .141 0 z 51.508 62.874 2.664 5.889 1.989 H2-1 11 1 DB3_H.. L3x3x3 .083 4.359 .161 8.718 y 5.141 32.635 1.087 1.584 1.136 H2-1 12 1 DB3_H.. L3x3x3 .066 3.436 .201 0 y 7.932 32.635 1.087 1.775 1.136 H2-1 13 1 DB3_H.. L3x3x3 .279 3.421 .195 7.298 y 7.336 32.635 1.087 1.742 1.136 H2-1 14 1 DB3_H.. L3x3x3 .318 3.966 .170 0 y 7.012 32.635 1.087 1.723 1.136 H2-1 15 1 DB1_H.. L3x3x3 .049 3.795 .031 7.435 y 7.067 32.635 1.087 1.726 1.136 H2-1 16 1 DB1_H.. L3x3x3 .088 4.509 .006 9.018 y 4.805 32.635 1.087 1.553 1.136 H2-1 17 1 DB1_H.. L3x3x3 .043 4.077 .003 8.154 y 5.876 32.635 1.087 1.645 1.136 H2-1 18 1 A1-1 PIPE_... .585 6.333 .022 0 9.433 33.743 2.393 2.393 1.373 H1-.. 19 1 A1-4 PIPE_.. .583 6.333 .035 6.333 9.433 33.743 2.393 2.393 1.526 Hi - 20 1 A1-3 PIPE__ .602 6.333 .040 5.674 9.433 33.743 2.393 2.393 1.62 H1-.. 21 1 A1-2 PIPE_.. .341 6.333 .021 5.938 9.433 33.743 2.393 2.393 1.536 H1-.. 22 1 A3-2 PIPE_.. .285 6.333 .021 5.41 9.433 33.743 2.393 2.393 1.473 H1-.. 23 1 A3-3 PIPE_.. .352 6.333 .025 6.333 9.433 33.743 2.393 2.393 1.672 H1-.. 24 1 A3-4 PIPE_... .560 6.333 .035 6.333 9.433 33.743 2.393 2.393 1.549 H1-.. 25 1 A3-1 PIPE_.. .297 6.333 .020 6.333 9.433 33.743 2.393 2.393 1.36 H1-.. 26 1 HB3 L3.5x3... .617 5.9 .204 5.994 z 12.725 62.874 2.664 4.553 1.259 H2-1 27 1 FI2 1 HSS10.. .104 8 .024 0 y 130.73 169.952 19.073 43.613 1.256 H1-.. 28 1 FI2 2 HSS10.. .110 0 .024 2.838 y 156.225 169.952 19.073 43.613 1.655 H1-.. 29 1 F4 W12x26 .559 12 .025 4.5 y 184.164 229.042 20.384 90.34 1 1-11-.. 30 1 F5 W12x26 .488 12 .074 24 y 184.164 229.042 20.384 90.34 1 H1-.. 31 1 F6 W12x26 .308 7.626 .134 14.078 y 91.025 229.042 20.384 71.183 1.161 1-11-.. 32 2 Fi W18x86 .484 14.056 .062 42.167 y 102.735 757.485 120.758 209.632 1.216 H1-... 33 2 F2 W12x26 .415 9.447 .207 18.895 y 201.243 229.042 20.384 92.814 1 1-11-.. 34 2 F3 W18x86 .463 14.056 9.037 .064 .010 8.785 .904 y y 102.735 38.385 757.485 229.042 120.758 20.384 20 8.0 08 41.104 1.207 1.252 H1-.. H1-.. 35 2 FC W12x26 .105 36 2 FI1 HSS10.. .055 7.386 .015 13.131 y 92.56 169.952 19.073 43.613 1.294 H1-.. 37 2 HB1_-2 L3.5x3... .020 0 .011 0 y 57.391 62.874 2.664 5.889 1.791 H2-1 38 2 HB1_-3 L3.5x3... .090 0 .033 1.103 y 60.379 62.874 2.664 5.889 1.788 H2-1 39 2 HB1_1-4L3.5x3... .045 4.374 .017 0 z 40.615 62.874 2.664 5.466 1.271 H2-1 40 2 HB1_3- L3.5x3... .036 0 .013 1.456 z 57.318 62.874 2.664 5.889 2.158 H2-1 41 2 HB1_4- L3.5x3... .090 2.898 .004 0 z 51.508 62.874 2.664 5.706 1.077 H2-1 42 2 DB3_H.. L3x3x3 .120 4.541 .029 0 y 5.141 32.635 1.087 1.584 1.136 H2-1 43 2 DB3_H.. L3x3x3 .037 3.728 .014 7.018 y 7.932 32.635 1.087 1.775 1.136 H2-1 44 2 DB3_H.. L3x3x3 .016 3.725 .003 0 y 7.336 32.635 1.087 1.742 1.136 H2-1 45 2 DB3_H.. L3x3x3 .019 3.966 .014 7.465 y 7.012 32.635 1.087 1.723 1.136 H2-1 46 2 DB1_H.. L3x3x3 .033 3.485 .008 7.435 y 7.067 32.635 1.087 1.726 1.136 H2-1 47 2 DB1_H.. L3x3x3 .039 4.509 .002 9.018 y 4.805 32.635 1.087 1.553 1.136 H2-1 48 2 DB1_H.. L3x3x3 .050 3.907 .002 8.154 y 5.876 32.635 1.087 1.645 1.136 H2-1 49 2 A1-1 PIPE_... .045 0 .001 5.938 9.433 33.743 2.393 2.393 2.447 H1-.. 50 2 A1-4 PIPE_.. .113 0 .006 0 9.433 33.743 2.393 2.393 2.623 H1-.. 51 2 A1-3 PIPE_.. .216 0 .010 .924 9.433 33.743 2.393 2.393 2.766 Hi-.. 52 2 A1-2 PIPE_... .077 0 .003 4.09 9.433 33.743 2.393 2.393 1.548 H1-.. 53 2 A3-2 PIPE_.. .093 0 .003 5.41 9.433 33.743 2.393 2.393 2.69 H1-.. 54 2 A3-3 PIPE__ .174 6.333 .011 3.694 9.433 33.743 2.393 2.393 1.789 H1-.. 55 2 A3-4 PIPE_.. .148 6.333 .008 5.674 9.433 33.743 2.393 2.393 1.857 Hi - 56 2 A3-1 PIPE_... .117 0 .004 0 9.433 33.743 2.393 2.393 2.994 H1-.. RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r3il:lage 2 RS TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31,2016 9:12 AM Checked By. Jessica Wren Member MSC 14th(360-10): ASD Steel Code Checks (Continued) LC Member Shape UC Max Loc ft Shear UC Loc ft Dir Pnc/om fkl Pnt/om f..Mnvv/om .. Mnzz/o... Cb Eon 57 2 HB3 L3.5x3... .150 5.9 .076 8.991 y 12.725 62.874 2.664 4.993 1.732 H2-1 58 2 F12 1 HSS10.. .044 6 .024 0 y 130.73 169.952 19.073 43.613 1.154 H1-.. 59 2 FI2 2 HSS10.. .049 0 .013 2.838 y 156.225 169.952 19.073 43.613 1.643 H1-.. 60 2 F4 W12x26 .309 12 .066 0 y 184.164 229.042 20.384 90.34 1 H1-.. 61 2 F5 W12x26 .309 12 .066 24 y 184.164 229.042 20.384 90.34 1 H1-.. 62 2 F6 W12x26 .311 7.039 .129 14.078 y 91.025 229042 20.384 70.177 1.145 H1-.. 63 3 Fi W18x86 .880 14.056 .118 42.167 y 102.735 757.485 120.758 212.268 1.232 H1-.. 64 3 F2 W12x26 .885 9.447 .432 18.895 y 201.243 229042 20.384 92.814 1 H1-.. 65 3 F3 W18x86 .848 14.056 .127 8.785 y 102.735 757.485 120.758 211.395 1.227 H1-.. 66 3 FC W12x26 .123 9.037 .013 2.937 y 38.385 229.042 20.384 40.885 1.245 H1-.. 67 3 F11 HSS10.. .060 7.386 .031 13.131 y 92.56 169.952 19.073 43.613 1.321 H1-.. 68 3 HB1_ 2 L3.5x3... .059 0 .024 0 y 57.391 62.874 2.664 5.889 1.838 H2-1 69 3 HB1_-3 L3.5x3... .201 0 .066 1.103 y 60.379 62.874 2.664 5.889 1.724 H2-1 70 3 HB1_1-4L3.5x3... .098 4.374 .033 0 z 40.615 62.874 2.664 5.462 1.266 H2-1 71 3 HB1_3- L3.5x3... .086 0 .026 0 z 57.318 62.874 2.664 5.889 2.185 H2-1 72 3 HB1_4- L3.5x3... .201 2.898 .010 0 z 51.508 62.874 2.664 5.734 1.111 H2-1 73 3 DB3_H.. L3x3x3 .192 4.541 .053 0 y 5.141 32.635 1.087 1.584 1.136 H2-1 74 3 DB3_H.. L3x3x3 .052 3.728 .024 0 y 7.932 32.635 1.087 1.775 1.136 H2-1 75 3 DB3_H.. L3x3x3 .019 3.725 .006 7.298 y 7.336 32.635 1.087 1.742 1.136 H2-1 76 3 DB3_H.. L3x3x3 .023 3.966 .024 7.465 y 7.012 32.635 1.087 1.723 1.136 H2-1 77 3 DB1_H.. L3x3x3 .050 3.485 .015 0 y 7.067 32.635 1.087 1.726 1.136 H2-1 78 3 DB1_H.. L3x3x3 .051 4.509 3.907 .002 .002 9.018 8.154 y y 4.805 5.876 32.635 32.635 1.087 1.087 1.553 1.645 1.136 1.136 H2-1 H2-1 79 3 DB1_H.. L3x3x3 .084 80 3 A1-1 PIPE__ .057 0 .002 0 9.433 33.743 2.393 2.393 2.02 H1-.. 81 3 A1-4 PIPE_.. .252 0 .013 0 9.433 33.743 2.393 2.393 2.673 H1-.. 82 3 A1-3 PIPE_... .446 0 .020 3.694 9.433 33.743 2.393 2.393 2.796 H1-.. 83 3 A1-2 PIPE_.. .147 0 .005 4.09 9.433 33.743 2.393 2.393 1.728 H1-.. 84 3 A3-2 PIPE_... .172 0 .006 5.41 9.433 33.743 2.393 2.393 2.982 H1-.. 85 3 A3-3 PIPE_.. .308 6.333 .019 3.694 9.433 33.743 2.393 2.393 1.782 H1-.. 86 3 A3-4 PIPE_... .268 6.333 .015 5.674 9.433 33.743 2.393 2.393 1.869 H1-.. 87 3 A3-1 PIPE_... .245 0 .009 0 9.433 33.743 2.393 2.393 3.017 1-11-.. 88 3 HB3 L3.5x3... .273 5.9 .131 5.994 z 12.725 62.874 2.664 5.011 1.757 H2-1 89 3 FI2 1 HSS1o.. .060 7 .051 0 y 130.73 169.952 19.073 43.613 1.179 H1-.. 90 3 FI2 2 HSS10.. .071 0 .020 2.838 y 156.225 169.952 19.073 43.613 1.649 H1-.. 91 3 F4 W12x26 .657 12 .138 0 y 184.164 229.042 20.384 90.34 1 H1-.. 92 3 F5 W12x26 .658 12 .138 24 y 184.164 229.042 20.384 90.34 1 H1-.. 93 3 F6 W12x26 .669 7.039 .273 14.078 y 91.025 229.042 20.384 70.286 1.147 H1-.. Hot Rolled Steel Properties Label E fksil G fksi Nu Therm (\1... Densitvfk/f... Yieldfksi R Fufksi Rt 1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2 3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1 4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3 5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3 6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r3d9age 3 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Joint Loads and Enforced Displacements (BLC 1 : Dead Load) Joint Label L.D.M Direction Maanitude((k.k-ft). in rad (k*s^2/f... 1 850-T1 L Y -.008 2 850-M1 L Y -.008 3 850-B1 L Y -.008 4 850-RA1 L Y -.051 5 700AWS-T1 L Y -.052 6 700AWS-M1 L Y -.053 7 700AWS-B1 L Y -.052 8 700AWS-RA1 L Y -.051 9 700PCS-T1 L Y -.052 10 700PCS-M1 L Y -.053 11 700PCS-B1 L Y -.052 12 700PCS-RA1 L Y -.08 13 700PCS-OVP1 L Y -.022 14 PCS -T1 L Y -.018 15 PCS -M1 L Y -.019 16 PCS -B1 L Y -.018 17 PCS-RA1 L Y -.08 18 850-T3 L Y -.008 19 850-M3 L Y -.008 20 850-B3 L Y -.008 21 850-RA3 L Y -.051 22 700AWS-T3 L Y -.052 23 700AWS-M3 L Y -.053 24 700AWS-B3 L Y -.052 25 700AWS-RA3 L Y -.051 26 700PCS-T3 L Y -.052 27 700PCS-M3 L Y -.053 28 700PCS-B3 L Y -.052 29 700PCS-RA3 L Y -.08 30 700PCS-OVP3 L Y -.022 31 PCS -T3 L Y -.018 32 PCS -M3 L Y -.019 33 PCS -B3 L Y -.018 34 PCS-RA3 L Y -.08 35 EASTREACTION L Y 0 Joint Loads and Enforced Displacements (BLC 2 : Wind Load) Joint Label L.D.M Direction Maanitudef(k.k-ft). in rad (k*s^2/f... 1 850-T1 L X .079 2 850-T1 L Z .021 3 850-M1 L X .158 4 850-M1 L Z .042 5 850-B1 L X .079 6 850-B1 L Z .021 7 850-RA1 L X .09 8 850-RA1 L Z .024 9 700AWS-T1 L X .189 10 700AWS-T1 L Z .051 11 700AWS-M1 L X .378 12 700AW S -M 1 L Z .101 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330.r369age 4 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Joint Loads and Enforced Displacements (BLC 2 : Wind Load) (Continued) Joint Label L.D.M Direction Magnitudef(k.k-ft). in rad (k*s^2/f... 13 700AWS-B1 L X .189 14 700AWS-B1 L Z .051 15 700AWS-RA1 L X .09 16 700AWS-RA1 L Z .024 17 700PCS-T1 L X .189 18 700PCS-T1 L Z .051 19 700PCS-M1 L X .378 20 700PCS-M1 L Z .101 21 700PCS-B1 L X .189 22 700PCS-B1 L Z .051 23 700PCS-RA 1 L X .09 24 700PCS-RA1 L Z .024 25 700PCS-OVP1 L X .109 26 700PCS-OVP1 L Z .029 27 PCS -T1 L X .105 28 PCS -T1 L Z .027 29 PCS -M1 L X .21 30 PCS -M1 L Z .054 31 PCS -B1 L X .105 32 PCS -B1 L Z .027 33 PCS-RA1 L X .09 34 PCS-RA1 L Z .024 35 850-T3 L X .081 36 850-T3 L Z .014 37 850-M3 L X .162 38 850-M3 L Z .029 39 850-B3 L X .081 40 850-B3 L Z .014 41 850-RA3 L X .092 42 850-RA3 L Z .016 43 700AWS-T3 L X .193 44 700AWS-T3 L Z .034 45 700AWS-M3 L X .385 46 700AWS-M3 L Z .068 47 700AWS-B3 L X .193 48 700AWS-B3 L Z .034 49 700AWS-RA3 L X .092 50 700AWS-RA3 L Z .016 51 700PCS-T3 L X .019 52 700PCS-T3 L Z .034 53 700PCS-M3 L X .385 54 700PCS-M3 L Z .068 55 700PCS-B3 L X .193 56 700PCS-B3 L Z .034 57 700PCS-RA3 L X .092 58 700PCS-RA3 L Z .016 59 700PCS-OVP3 L X . .111 60 700PCS-OVP3 L Z .02 61 PCS -T3 L X .107 62 PCS -T3 L Z .019 63 PCS -M3 L X .214 64 PCS -M3 L Z .038 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330. r3l]age 5 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31,2016 9:12 AM Checked By. Jessica Wren Joint Loads and Enforced Displacements (BLC 2 : Wind Load) (Continued) Joint Label L.D.M Direction Magnitudef(k.k-ft). in rad (k*s^2/f 65 PCS -B3 L X .107 66 PCS -B3 L Z .019 67 PCS-RA3 L X .092 68 PCS-RA3 L Z .016 69 EASTREACTION L Z 0 Member Section Forces LC Member Label Sec Axial lkl v Shearl z Shearl Torouefk-ft -v Momentfk-ft z -z Momentfk-ft 1 1 F1 1 .489 8.849 -.921 .035 1.013 0 2 2 .049 6.834 .928 -.089 1.549 -81.934 3 3 .049 -2.015 -.198 0 3.664 -91.534 4 4 .049 -2.922 -.198 0 1.576 -65.513 5 5 -.975 -11.265 -.071 0 0 0 6 1 F2 1 -.69 5.828 -.252 -.015 0 0 7 2 1.378 3.065 .212 -.005 -.373 -23.336 8 3 .587 -.191 .212 -.005 .627 -31.801 9 4 1.133 -1.574 -.931 -.005 .287 -23.727 10 5 1.368 -6.617 .269 .095 0 0 11 1 F3 1 .64 5.904 .304 .169 -1.93 .005 12 2 .488 3.988 .503 .082 2.155 -53.555 13 3 -.448 -.975 -.149 0 3.162 -57.421 14 4 -.448 -1.883 -.149 0 1.59 -42.357 15 5 -.467 -7.15 -.154 0 0 0 16 1 FC 1 -1.914 2.093 .135 -.012 1.907 -.18 17 2 -1.184 .136 -.723 -.004 .54 -6.757 18 3 1.012 -.443 .241 -.003 -1.601 -6.302 19 4 1.012 -.584 .241 -.003 -.294 -3.516 20 5 1.012 -.725 .241 -.003 1.013 .035 21 1 FI1 1 -2.399 .427 -.064 -.001 0 0 22 2 -1.8 1.299 -.052 0 -.205 -1.549 23 3 -1.8 1.225 -.052 0 -.374 -5.69 24 4 -1.9 -1.029 .087 -.447 -.284 -3.499 25 5 -1.9 -1.103 .087 -.447 0 0 26 1 HB1 -2 1 .238 -.46 .326 .005 .021 -.907 27 2 .238 -.463 .326 .005 -.024 -.646 28 3 .238 -.467 .326 .005 -.071 -.384 29 4 .238 -.47 .326 .005 -.118 -.121 30 5 .238 -.474 .326 .005 -.166 .143 31 1 HB1 -3 1 .323 -.92 .66 -.014 -.031 -1.641 32 2 .323 -.922 .66 -.014 -.082 -1.333 33 3 .323 -.924 .66 -.014 -.133 -1.024 34 4 .323 -.926 .66 -.014 -.185 -.715 35 5 .323 -.928 .66 -.014 -.237 -.405 36 1 HB1 1-4 1 -.258 .303 .102 .068 -.706 .665 37 2 -.258 .296 .102 .068 -.396 .512 38 3 -.258 .288 .102 .068 -.091 .365 39 4 -.258 .28 .102 .068 .207 .225 40 5 -.258 .272 .102 .068 .5 .09 41 1 HB1 3- 1 .094 .139 -.107 .006 -.013 -.587 42 2 .094 .136 -.107 .006 -.003 -.669 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330.r3d9age 6 RHS t TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec AAallkl v Shearl z Shearl Tor quefk-ft -v Momentfk-ft z -z Momentfk-ft 43 3 .094 .133 -.107 .006 .006 -.749 44 4 .094 .129 -.107 .006 .014 -.829 45 5 .094 .126 -.107 .006 .02 -.907 46 1 HB1 4- 1 -.23 .457 -.553 .047 .187 .408 47 2 -.23 .452 -.553 .047 .136 -.108 48 3 -.23 .446 -.553 .047 .082 -.622 49 4 -.23 .441 -.553 .047 .026 -1.133 50 5 -.23 .436 -.553 .047 -.033 -1.641 51 1 DB3 HB -3S 1 -1.85 .011 0 .021 0 0 52 2 -1.844 .006 0 .021 .013 -.013 53 3 -1.838 0 0 .021 .017 -.017 54 4 -1.832 -.006 0 .021 .013 -.013 55 5 -1.827 -.011 0 .021 0 0 56 1 DB3 HB -3N 1 -1.842 .006 0 .026 0 0 57 2 -1.836 .003 0 .026 .005 -.005 58 3 -1.83 0 0 .026 .007 -.007 59 4 -1.825 -.003 0 .026 .005 -.005 60 5 -1.819 -.006 0 .026 0 0 61 1 DB3 HB -2 1 1.964 .007 0 .025 0 0 62 2 1.958 .003 0 .025 .007 -.007 63 3 1.952 0 0 .025 .009 -.009 64 4 1.946 -.003 0 .025 .007 -.007 65 5 1.941 -.007 0 .025 0 0 66 1 DB3 HB -C 1 2.118 .007 0 .022 0 0 67 2 2.124 .004 0 .022 .007 -.007 68 3 2.13 0 0 .022 .01 -.01 69 4 2.136 -.004 0 .022 .007 -.007 70 5 2.142 -.007 0 .022 0 0 71 1 DB1 HB -C 1 -1.115 .007 0 -.004 0 0 72 2 -1.121 .004 0 -.004 .007 -.007 73 3 -1.127 0 0 -.004 .009 -.009 74 4 -1.133 -.004 0 -.004 .007 -.007 75 5 -1.139 -.007 0 -.004 0 0 76 1 DB1 HBN-2 1 -1.882 .012 0 0 0 0 77 2 -1.888 .006 0 0 .014 -.014 78 3 -1.894 0 0 0 .019 -.019 79 4 -1.9 -.006 0 0 .014 -.014 80 5 -1.906 -.012 0 0 0 0 81 1 DB1 HBS-2 1 -.72 .01 0 0 0 0 82 2 -.725 .005 0 0 .01 -.01 83 3 -.731 0 0 0 .014 -.014 84 4 -.737 -.005 0 0 .01 -.01 85 5 -.743 -.01 0 0 0 0 86 1 B3-2 1 .354 -.262 -.292 .013 0 0 87 2 .354 -.262 -.292 .013 -.011 .009 88 3 .354 -.262 -.292 .013 -.021 .019 89 4 .354 -.262 -.292 .013 -.032 .028 90 5 .354 -.262 -.292 .013 -.042 .038 91 1 B3-3 1 .404 .304 -.15 -.398 0 0 92 2 .404 .304 -.15 -.398 -.006 -.012 93 3 .404 .304 -.15 -.398 -.012 -.024 94 4 .404 .304 -.15 -.398 -.017 -.035 RISA -3D Version 14.0.1 [P \...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r3diage 7 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Axial fkl v Shearl z Shearl Tor ouefk-ft -v Momentfk-ft z -z Momentfk-ft 95 5 .404 .304 -.15 -.398 -.023 -.047 96 1 B3-4 1 .542 .144 -.302 -.499 0 0 97 2 .542 .144 -.302 -.499 -.012 -.006 98 3 .542 .144 -.302 -.499 -.023 -.011 99 4 .542 .144 -.302 -.499 -.035 -.017 100 5 .542 .144 -.302 -.499 -.047 -.022 101 1 B3-1 1 .272 -.62 -.24 .016 0 0 102 2 .272 -.62 -.24 .016 -.009 .024 103 3 .272 -.62 -.24 .016 -.019 .048 104 4 .272 -.62 -.24 .016 -.028 .072 105 5 .272 -.62 -.24 .016 -.037 .096 106 1 B1-1 1 -.292 1.234 -.178 .954 0 0 107 2 -.292 1.234 -.178 .954 -.007 -.045 108 3 -.292 1.234 -.178 .954 -.013 -.091 109 4 -.292 1.234 -.178 .954 -.02 -.136 110 5 -.292 1.234 -.178 .954 -.026 -.182 111 1 B1-4 1 -.673 -.15 .02 .449 -.003 -.022 112 2 -.673 -.15 .02 .449 -.002 -.017 113 3 -.673 -.15 .02 .449 -.001 -.011 114 4 -.673 -.15 .02 .449 0 -.006 115 5 -.673 -.15 .02 .449 0 0 116 1 B1-3 1 -.732 -1.055 .201 -.261 -.03 -.155 117 2 -.732 -1.055 .201 -.261 -.022 -.117 118 3 -.732 -1.055 .201 -.261 -.015 -.078 119 4 -.732 -1.055 .201 -.261 -.007 -.039 120 5 -.732 -1.055 .201 -.261 0 0 121 1 B1-2 1 -.387 -.47 .114 -.207 -.017 -.069 122 2 -.387 -.47 .114 -.207 -.013 -.052 123 3 -.387 -.47 .114 -.207 -.008 -.035 124 4 -.387 -.47 .114 -.207 -.004 -.017 125 5 -.387 -.47 .114 -.207 0 0 126 1 A1-1 1 1.417 .059 .211 0 -.292 .605 127 2 1.4 .059 .211 0 .376 .419 128 3 1.332 .015 .21 0 1.044 .652 129 4 .033 .143 -.039 0 .04 .148 130 5 0 0 0 0 0 0 131 1 A1-4 1 .462 -.112 .13 0 -.154 .042 132 2 .445 -.112 .13 0 .257 .395 133 3 .324 .343 -.093 0 .721 1.145 134 4 .069 .115 -.032 0 .069 .25 135 5 0 0 0 0 0 0 136 1 A1-3 1 1.396 -.185 -.031 0 .125 -.487 137 2 1.356 -.253 -.015 0 .063 .258 138 3 1.207 -.403 .028 0 .308 1.251 139 4 .069 .115 -.031 0 .067 .249 140 5 0 0 0 0 0 0 141 1 A1-2 1 .679 -.101 -.023 0 .081 -.061 142 2 .662 -.101 -.023 0 .008 .26 143 3 .546 -.211 .008 0 .166 .727 144 4 .035 .063 -.016 0 .036 .137 145 5 0 0 0 0 0 0 146 1 A3-2 1 -.043 -.054 .096 0 -.538 .131 RISA -3D Version 14.0.1 [P \...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330. r3d9age 8 BeeaS T E. C H N 0 L 0 G I E S Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Axial fkl v Shearl z Shearl Torouefk-ft -v Momentfk-ft z -z Momentfk-ft 147 2 -.06 -.054 .096 0 -.232 .301 148 3 -.176 -.175 .117 0 .115 .667 149 4 .035 .065 -.011 0 .024 .141 150 5 0 0 0 0 0 0 151 1 A3-3 1 .628 .085 .065 0 -.015 .289 152 2 .588 .02 .076 0 .217 .17 153 3 .439 .245 -.064 0 .496 .609 154 4 .069 .013 -.022 0 .047 .028 155 5 0 0 0 0 0 0 156 1 A3-4 1 .423 -.077 .073 0 .073 .113 157 2 .405 -.077 .073 0 .303 .357 158 3 .285 .351 -.064 0 .569 1.172 159 4 .069 .118 -.022 0 .048 .256 160 5 0 0 0 0 0 0 161 1 A3-1 1 -.458 -.06 .041 0 -.159 .268 162 2 -.475 -.06 .041 0 -.029 .458 163 3 -.543 .195 -.035 0 .119 .68 164 4 .033 .147 -.026 0 .027 .151 165 5 0 0 0 0 0 0 166 1 HB3 1 -.13 -.117 .47 .059 0 0 167 2 -.13 -.133 .47 .059 .547 .946 168 3 -.258 .15 .056 -.017 .653 1.421 169 4 -.521 .28 -.502 -.075 .365 1.229 170 5 -.521 .264 -.502 -.075 0 0 171 1 F I2 1 1 -.25 .766 -.135 -.309 0 0 172 2 -.25 .721 -.135 -.309 -.269 -1.487 173 3 -.33 .676 -.135 -.309 -.539 -2.883 174 4 -.33 .168 .016' -.289 -.506 -3.107 175 5 -.33 .123 .016 -.289 -.473 -3.398 176 1 F I2 2 1 -.237 -1.272 .167 .115 -.473 -3.7 177 2 -.237 -1.288 .167 .115 -.355 -2.792 178 3 -.237 -1.304 .167 .115 -.237 -1.873 179 4 -.237 -1.32 .167 .115 -.118 -.942 180 5 -.237 -1.336 .167 .115 0 0 181 1 F4 1 .066 .812 1.47 -.003 0 0 182 2 -.246 1.218 .735 -.003 6.613 -6.904 183 3 -.35 0 0 -.003 8.817 -11.372 184 4 -.246 -1.218 -.735 -.003 6.613 -6.904 185 5 .066 -.812 -1.47 -.003 0 0 186 1 F5 1 -1.117 4.123 .472 .001 0 0 187 2 -1.429 2.874 .236 .001 2.122 -21.801 188 3 -1.533 0 0 .001 2.83 -31.235 189 4 -1.429 -2.874 -.236 .001 2.122 -21.801 190 5 -1.117 -4.123 -.472 .001 0 0 191 1 F6 1 -.003 4.361 .02 .002 0 0 192 2 1.113 3.033 .086 .002 .209 -13.181 193 3 .525 .342 .086 .002 .512 -19.815 194 4 -.064 -2.619 .086 .002 .814 -15.129 195 5 -.014 -7.444 -1.031 .002 0 0 196 2 Fl 1 -.075 8.125 -.063 -.129 .025 .011 197 2 -.101 6.8 .06 -.071 .041 -78.747 198 3 .058 -1.959 -.011 0 .152 -89.397 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r3d9age 9 TECHNOLOGIESEhIREIS Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Aballkl v Shearl z Shearl Tor ouelk-ft -v Momentfk-ft z -z Momentfk-ft 199 4 .058 -2.867 -.011 0 .042 -63.962 200 5 -.067 -10.969 .007 0 0 0 201 2 F2 1 .014 6.987 -.004 -.006 0 0 202 2 -.022 3.249 .019 -.006 -.009 -28.825 203 3 -.022 -.006 .019 -.006 .078 -38.163 204 4 .028 -3.203 -.107 -.006 .019 -28.839 205 5 .049 -7.181 .039 .104 0 0 206 2 F3 1 -.019 7.872 .011 .223 -.066 .016 207 2 -.233 6.298 .011 .247 .169 -74.622 208 3 .116 -1.883 -.001 0 .059 -86.458 209 4 .116 -2.79 -.001 0 .046 -61.828 210 5 .065 -10.494 -.009 0 0 0 211 2 FC 1 -.035 .587 -.004 -.005 .068 -.223 212 2 -.024 .405 -.017 -.005 .016 -2.923 213 3 .02 -.204 .006 .003 -.035 -3.869 214 4 .02 -.345 .006 .003 -.005 -2.382 215 5 .02 -.486 .006 .003 .025 -.129 216 2 FI1 1 -.049 .467 -.004 -.008 0 0 217 2 -.12 .265 -.007 -.009 -.015 -1.376 218 3 -.12 .191 -.007 -.009 -.038 -2.123 219 4 -.125 -.344 .009 .21 -.029 -1.251 220 5 -.125 -.418 .009 .21 0 0 221 2 HB1 -2 1 .016 .043 -.02 .004 -.022 .071 222 2 .016 .039 -.02 .004 -.015 .05 223 3 .016 .036 -.02 .004 -.009 .031 224 4 .016 .033 -.02 .004 -.004 .013 225 5 .016 .029 -.02 .004 0 -.004 226 2 HB1 -3 1 .094 -.276 .141 -.008 -.102 -.297 227 2 .094 -.278 .141 -.008 -.128 -.215 228 3 .094 -.28 .141 -.008 -.155 -.133 229 4 .094 -.282 .141 -.008 -.183 -.051 230• 5 .094 -.284 .141 -.008 -.21 .031 231 2 HB1 1-4 1 .054 .014 -.029 -.006 .037 -.036 232 2 .054 .007 -.029 -.006 .023 -.066 233 3 .054 -.001 -.029 -.006 .003 -.091 234 4 .054 -.009 -.029 -.006 -.024 -.109 235 5 .054 -.017 -.029 -.006 -.056 -.121 236 2 HB1 3- 1 .049 -.061 .079 .004 -.037 -.126 237 2 .049 -.065 .079 .004 -.031 -.079 238 3 .049 -.068 .079 .004 -.027 -.03 239 4 .049 -.071 .079 .004 -.024 .02 240 5 .049 -.075 .079 .004 -.022 .071 241 2 HB1 4- 1 .001 -.016 -.057 0 .068 -.235 242 2 .001 -.021 -.057 0 .03 -.254 243 3 .001 -.026 -.057 0 -.012 -.271 244 4 .001 -.032 -.057 0 -.055 -.285 245 5 .001 -.037 -.057 0 -.102 -.297 246 2 DB3 HB -3S 1 .467 .011 0 .004 0 0 247 2 .473 .006 0 .004 .013 -.013 248 3 .479 0 0 .004 .017 -.017 249 4 .485 -.006 0 .004 .013 -.013 250 5 .49 -.011 0 .004 0 0 RISA -3D Version 14.0.1 [P \...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330.r&tijge 10 IRS TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31,2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Axial lkl v Shearl z Shearl Tor ouefk-ft -v Momentfk-ft z -z Momentfk-ft 251 2 DB3 HB -3N 1 .201 .006 0 -.002 0 0 252 2 .206 .003 0 -.002 .005 -.005 253 3 .212 0 0 -.002 .007 -.007 254 4 .218 -.003 0 -.002 .005 -.005 255 5 .224 -.006 0 -.002 0 0 256 2 DB3 HB -2 1 -.079 .007 0 0 0 0 257 2 -.085 .003 0 0 .007 -.007 258 3 -.091 0 0 0 .009 -.009 259 4 -.097 -.003 0 0 .007 -.007 260 5 -.103 -.007 0 0 0 0 261 2 DB3 HB -C 1 .02 .007 0 -.002 0 0 262 2 .026 .004 0 -.002 .007 -.007 263 3 .032 0 0 -.002 .01 -.01 264 4 .038 -.004 0 -.002 .007 -.007 265 5 .044 -.007 0 -.002 0 0 266 2 DB1 HB -C 1 .146 .007 0 0 0 0 267 2 .14 .004 0 0 .007 -.007 268 3 .135 0 0 0 .009 -.009 269 4 .129 -.004 0 0 .007 -.007 270 5 .123 -.007 0 0 0 0 271 2 DB1 HBN-2 1 -.301 .012 0 0 0 0 272 2 -.307 .006 0 0 .014 -.014 273 3 -.313 0 0 0 .019 -.019 274 4 -.319 -.006 0 0 .014 -.014 275 5 -.325 -.012 0 0 0 0 276 2 DB1 HBS-2 1 .181 .01 0 0 0 0 277 2 .175 .005 0 0 .01 -.01 278 3 .169 0 0 0 .014 -.014 279 4 .163 -.005 0 0 .01 -.01 280 5 .158 -.01 0 0 0 0 281 2 B3-2 1 .025 -.066 .021 0 0 0 282 2 .025 -.066 .021 0 0 .002 283 3 .025 -.066 .021 0 .002 .005 284 4 .025 -.066 .021 0 .002 .007 285 5 .025 -.066 .021 0 .003 .01 286 2 B3-3 1 .004 .033 .108 -.39 0 0 287 2 .004 .033 .108 -.39 .004 -.001 288 3 .004 .033 .108 -.39 .008 -.003 289 4 .004 .033 .108 -.39 .013 -.004 290 5 .004 .033 .108 -.39 .017 -.005 291 2 B3-4 1 -.013 -.112 .083 -.331 0 0 292 2 -.013 -.112 .083 -.331 .003 .004 293 3 -.013 -.112 .083 -.331 .006 .009 294 4 -.013 -.112 .083 -.331 .01 .013 295 5 -.013 -.112 .083 -.331 .013 .017 296 2 B3-1 1 -.042 -.219 -.018 .002 0 0 297 2 -.042 -.219 -.018 .002 0 .008 298 3 -.042 -.219 -.018 .002 -.001 .017 299 4 -.042 -.219 -.018 .002 -.002 .025 300 5 -.042 -.219 -.018 .002 -.003 .034 301 2 B1-1 1 .015 -.087 0 -.05 0 0 302 2 .015 -.087 0 -.05 0 .003 RISA -3D Version 14.0.1 [P \...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330.r8tijge 11 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31,2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Mal fkl v Shearl z Shearl Tor aue(k-ft -v Momentfk-ft z -z Momentfk-ft 303 3 .015 -.087 0 -.05 0 .006 304 4 .015 -.087 0 -.05 0 .01 305 5 .015 -.087 0 -.05 0 .013 306 2 B1-4 1 -.022 -.001 .052 -.169 -.008 0 307 2 -.022 -.001 .052 -.169 -.006 0 308 3 -.022 -.001 .052 -.169 -.004 0 309 4 -.022 -.001 .052 -.169 -.002 0 310 5 -.022 -.001 .052 -.169 0 0 311 2 B1-3 1 -.05 -.222 .075 -.229 -.011 -.033 312 2 -.05 -.222 .075 -.229 -.008 -.025 313 3 -.05 -.222 .075 -.229 -.006 -.016 314 4 -.05 -.222 .075 -.229 -.003 -.008 315 5 -.05 -.222 .075 -.229 0 0 316 2 B1-2 1 .014 .029 .022 0 -.003 .004 317 2 .014 .029 .022 0 -.002 .003 318 3 .014 .029 .022 0 -.002 .002 319 4 .014 .029 .022 0 0 .001 320 5 .014 .029 .022 0 0 0 321 2 A1-1 1 .058 .013 -.007 0 0 .101 322 2 .04 .013 -.007 0 -.023 .06 323 3 .059 .013 -.007 0 -.045 .02 324 4 .033 0 0 0 0 0 325 5 0 0 0 0 0 0 326 2 A1-4 1 .279 -.044 -.039 0 .096 -.215 327 2 .261 -.044 -.039 0 -.029 -.074 328 3 .141 -.043 -.039 0 -.152 .065 329 4 .069 0 0 0 0 • -.002 330 5 0 0 0 0 0 0 331 2 A1-3 1 .551 -.081 -.049 0 .097 -.436 332 2 .512 -.083 -.049 0 -.057 -.175 333 3 .362 -.082 -.047 0 -.208 .088 334 4 .069 -.001 0 0 0 -.002 335 5 0 0 0 0 0 0 336 2 A1-2 1 .175 0 -.026 0 .163 .005 337 2 .158 0 -.026 0 .082 .002 338 3 .072 .003 -.026 0 .001 -.004 339 4 .035 0 0 0 0 -.001 340 5 0 0 0 0 0 0 341 2 A3-2 1 .139 0 .032 0 -.205 -.005 342 2 .122 0 .032 0 -.103 -.002 343 3 .072 0 .033 0 0 0 344 4 .035 0 0 0 0 0 345 5 0 0 0 0 0 0 346 2 A3-3 1 .362 .073 .076 0 -.207 .188 347 2 .323 .074 .077 0 .036 -.045 348 3 .173 .073 .078 0 .282 -.277 349 4 .069 0 0 0 .002 0 350 5 0 0 0 0 0 0 351 2 A3-4 1 .165 .068 .048 0 -.065 .199 352 2 .147 .068 .048 0 .087 -.018 353 3 .14 .068 .049 0 .241 -.233 354 4 .069 0 0 0 .002 0 RISA -3D Version 14.0.1 [P \...\...\...\...\...\ ..\SEA Mall Rats -16-605 - Antenna Structure - 20160330.119*ge 12 1 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Axial lkl v Shearl z Shearl Tor ouefk-ft -v Momentfk-ft z -z Momentfk-ft 355 5 0 0 0 0 0 0 356 2 A3-1 1 -.078 .017 -.04 0 .255 .109 357 2 -.096 .017 -.04 0 .128 .056 358 3 -.164 .016 -.039 0 .003 .003 359 4 .033 0 0 0 0 0 360 5 0 0 0 0 0 0 361 2 HB3 1 .129 .127 -.013 .008 0 0 362 2 .129 .111 -.013 .008 .169 -.209 363 3 .237 .129 -.008 -.025 .091 -.138 364 4 .319 0 .011 -.031 -.005 -.03 365 5 .319 -.016 .011 -.031 0 0 366 2 F I2 1 1 -. 006 .403 -.029 -.435 0 0 367 2 -.006 .358 -.029 -.435 -.058 -.76 368 3 .045 .312 -.029 -.435 -.116 -1.601 369 4 .045 -.011 -.005 -.273 -.126 -1.624 370 5 .045 -.056 -.005 -.273 -.136 -1.557 371 2 FI2 2 1 .118 -.607 .048 .095 -.136 -1.813 372 2 .118 -.623 .048 .095 -.102 -1.377 373 3 .118 -.639 .048 .095 -.068 -.929 374 4 .118 -.655 .048 .095 -.034 -.47 375 5 .118 -.671 .048 .095 0 0 376 2 F4 1 -.047 3.562 0 -.003 0 0 377 2 -.047 2.594 0 -.003 0 -19.281 378 3 -.047 0 0 -.003 0 -27.874 379 4 -.047 -2.594 0 -.003 . 0 -19.281 380 5 -.047 -3.562 0 -.003 0 0 381 2 F5 1 -.131 3.562 0 .003 0 0 382 2 -.131 2.594 0 .003 0 -19.281 383 3 -.131 0 0 .003 0 -27.874 384 4 -.131 -2.594 0 .003 0 -19.281 385 5 -.131 -3.562 0 .003 0 0 386 2 F6 1 -.004 6.796 .052 0 0 0 387 2 -.004 2.717 .005 0 .082 -15.955 388 3 -.004 .026 .005 0 .099 -21.476 389 4 -.004 -2.934 .005 0 .115 -15.678 390 5 -.004 -7.196 -.127 0 0 0 391 3 F1 1 -.17 14.118 -.14 -.317 .058 .028 392 2 -.229 12.856 .133 -.145 .097 -142.651 393 3 .132 -3.811 -.024 0 .344 -161.063 394 4 .132 -4.719 -.024 0 .094 -116.105 395 5 -.151 -20.926 .015 0 0 0 396 3 F2 1 .025 14.735 -.01 -.012 0 0 397 2 -.05 7.01 .042 -.012 -.021 -61.157 398 3 -.05 -.04 .042 -.012 .176 -81.326 399 4 .069 -6.908 -.242 -.012 .042 -60.99 400 5 .109 -14.895 .086 .219 0 0 401 3 F3 1 -.027 13.715 .027 .464 -.163 .033 402 2 -.415 12.275 .029 .529 .384 -136.093 403 3 .208 -3.751 -.003 0 .134 -156.919 404 4 .208 -4.658 -.003 0 .104 -112.598 405 5 .095 -20.006 -.021 0 0 0 406 3 FC 1 -.074 .638 -.015 -.01 .166 -.464 RISA -3D Version 14.0.1 [P \...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330. r8*e 13 Es TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Axial lkl y Shearl z Shearl Tor quefk-ft -v Momentfk-ft z -z Momentfk-ft 407 2 -.055 .435 -.038 -.011 .033 -3.39 408 3 .043 -.234 .013 .006 -.079 -4.385 409 4 .043 -.375 .013 .006 -.011 -2.734 410 5 .043 -.516 .013 .006 .058 -.318 411 3 FI1 1 -.11 .527 -.01 -.019 0 0 412 2 -.242 .227 -.016 -.02 -.035 -1.544 413 3 -.242 .153 -.016 -.02 -.088 -2.167 414 4 -.279 -.282 .019 .621 -.061 -1.046 415 5 -.279 -.356 .019 .621 0 0 416 3 HB1 -2 1 .033 .113 -.039 .007 -.077 .172 417 2 .033 .109 -.039 .007 -.053 .122 418 3 .033 .106 -.039 .007 -.031 .074 419 4 .033 .103 -.039 .007 -.009 .026 420 5 .033 .099 -.039 .007 .011 -.02 421 3 HB1 -3 1 .178 -.58 .31 -.015 -.227 -.663 422 2 .178 -.582 .31 -.015 -.279 -.489 423 3 .178 -.584 .31 -.015 -.333 -.315 424 4 .178 -.586 .31 -.015 -.386 -.14 425 5 .178 -.588 .31 -.015 -.44 .035 426 3 HB1 1-4 1 .09 .001 -.062 -.013 .099 -.094 427 2 .09 -.007 -.062 -.013 .049 -.14 428 3 .09 -.015 -.062 -.013 -.008 -.179 429 4 .09 -.022 -.062 -.013 -.07 -.213 430 5 .09 -.03 -.062 -.013 -.138 -.241 431 3 HB1 3- 1 .102 -.152 .176 .007 -.1 -.276 432 2 .102 -.156 .176 .007 -.093 -.165 433 3 .102 -.159 .176 .007 -.086 -.054 434 4 .102 -.162 .176 .007 -.081 .058 435 5 .102 -.166 .176 .007 -.077 .172 436 3 HB1 4- 1 -.028 -.035 -.131 .001 .133 -.488 437 2 -.028 -.04 -.131 .001 .047 -.536 438 3 -.028 -.045 -.131 .001 -.041 -.581 439 4 -.028 -.05 -.131 .001 -.133 -.623 440 5 -.028 -.055 -.131 .001 -.227 -.663 441 3 DB3 HB -3S 1 .84 .011 0 .007 0 0 442 2 .846 .006 0 .007 .013 -.013 443 3 .851 0 0 .007 .017 . -.017 444 4 .857 -.006 0 .007 .013 -.013 445 5 .863 -.011 0 .007 0 0 446 3 DB3 HB -3N 1 .322 .006 0 -.003 0 0 447 2 .328 .003 0 -.003 .005 -.005 448 3 .334 0 0 -.003 .007 -.007 449 4 .34 -.003 0 -.003 .005 -.005 450 5 .346 -.006 0 -.003 0 0 451 3 DB3 HB -2 1 -.183 .007 0 0 0 0 452 2 -.189 .003 0 0 .007 -.007 453 3 -.195 0 0 0 .009 -.009 454 4 -.2 -.003 0 0 .007 -.007 455 5 -.206 -.007 0 0 0 0 456 3 DB3 HB -C 1 .045 .007 0 -.003 0 0 457 2 .051 .004 0 -.003 .007 -.007 458 3 .057 0 0 -.003 .01 -.01 RISA -3D Version 14.0.1 [P \...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330.r&:4ga 14 RHS TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Axial lkl v Shearl z Shearl Tor ouef'k-ft -v Momentfk-ft z -z Momentfk-ft 459 4 .063 -.004 0 -.003 .007 -.007 460 5 .069 -.007 0 -.003 0 0 461 3 DB1 HB -C 1 .261 .007 0 .002 0 0 462 2 .255 .004 0 .002 .007 -.007 463 3 .249 0 0 .002 .009 -.009 464 4 .243 -.004 0 .002 .007 -.007 465 5 .238 -.007 0 . .002 0 0 466 3 DB1 HBN-2 1 -.695 .012 0 0 0 0 467 2 -.701 .006 0 0 .014 -.014 468 3 -.707 0 0 0 .019 -.019 469 4 -.713 -.006 0 0 .014 -.014 470 5 -.718 -.012 0 0 0 0 471 3 DB1 HBS-2 1 .383 .01 0 0 0 0 472 2 .377 .005 0 0 .01 -.01 473 3 .372 0 0 0 .014 -.014 474 4 .366 -.005 0 0 .01 -.01 475 5 .36 -.01 0 0 0 0 476 3 B3-2 1 .052 -.108 .037 .001 0 0 477 2 .052 -.108 .037 .001 .001 .004 478 3 .052 -.108 .037 .001 .003 .008 479 4 .052 -.108 .037 .001 .004 .012 480 5 .052 -.108 .037 .001 .005 .016 481 3 B3-3 1 .01 .049 .195 -.704 0 0 482 2 .01 .049 .195 -.704 .008 -.002 483 3 .01 .049 .195 -.704 .015 -.004 484 4 .01 .049 .195 -.704 .023 -.006 485 5 .01 .049 .195 -.704 .03 -.008 486 3 B3-4 1 -.029 -.224 .152 -.614 0 0 487 2 -.029 -.224 .152 -.614 .006 .009 488 3 -.029 -.224 .152 -.614 .012 .017 489 4 -.029 -.224 .152 -.614 .018 .026 490 5 -.029 -.224 .152 -.614 .023 .035 491 3 B3-1 1 -.095 -.383 -.036 .004 0 0 492 2 -.095 -.383 -.036 .004 -.001 .015 493 3 -.095 -.383 -.036 .004 -.003 .03 494 4 -.095 -.383 -.036 .004 -.004 .044 495 5 -.095 -.383 -.036 .004 -.006 .059 496 3 B1-1 1 .02 -.198 .013 -.133 0 0 497 2 .02 -.198 .013 -.133 0 .007 498 3 .02 -.198 .013 -.133 0 .015 499 4 .02 -.198 .013 -.133 .001 .022 500 5 .02 -.198 .013 -.133 .002 .029 501 3 B1-4 1 -.058 .004 .117 -.368 -.017 0 502 2 -.058 .004 .117 -.368 -.013 0 503 3 -.058 .004 .117 -.368 -.009 0 504 4 -.058 .004 .117 -.368 -.004 0 505 5 -.058 .004 .117 -.368 0 0 506 3 B1-3 1 -.111 -.435 .142 -.45 -.021 -.064 507 2 -.111 -.435 .142 -.45 -.016 -.048 508 3 -.111 -.435 .142 -.45 -.01 -.032 509 4 -.111 -.435 .142 -.45 -.005 -.016 510 5 -.111 -.435 .142 -.45 0 0 RISA -3D Version 14.0.1 [P \...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.rRtijge 15 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31,2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Axial lkl v Shearl z Shearl Tor ouefk-ft -v Momentrk-ft z -z Momentfk-ft 511 3 B1-2 1 .026 .099 .044 .018 -.006 .015 512 2 .026 .099 .044 .018 -.005 .011 513 3 .026 .099 .044 .018 -.003 .007 514 4 .026 .099 .044 .018 -.002 .004 515 5 .026 .099 .044 .018 0 0 516 3 A1-1 1 -.053 .013 -.02 0 .007 .135 517 2 -.071 .013 -.02 0 -.056 .095 518 3 -.139 .013 -.019 0 -.119 .054 519 4 .033 0 0 0 0 0 520 5 0 0 0 0 0 0 521 3 A1-4 1 .274 -.107 -.084 0 .196 -.532 522 2 .257 -.107 -.084 0 -.07 -.194 523 3 .14 -.105 -.082 0 -.333 .142 524 4 .069 -.002 0 0 0 -.003 525 5 0 0 0 0 0 0 526 3 A1-3 1 .764 -.173 -.087 0 .13 -.961 527 2 .725 -.179 -.086 0 -.143 -.399 528 3 .575 -.179 -.082 0 -.41 .171 529 4 .069 -.002 0 0 0 -.005 530 5 0 0 0 0 0 0 531 3 A1-2 1 .106 .002 -.051 0 .338 .005 532 2 .088 .002 -.051 0 .178 -.002 533 3 .072 .006 -.051 0 .018 -.015 534 4 .035 0 0 0 0 -.002 535 5 0 0 0 0 0 0 536 3 A3-2 1 .101 -.006 .062 0 -.397 -.04 537 2 .083 -.006 .062 0 -.199 -.02 538 3 .072 -.006 .063 0 .001 -.002 539 4 .035 0 0 0 0 0 540 5 0 0 0 0 0 0 541 3 A3-3 1 .378 .131 .138 0 -.375 .331 542 2 .339 .132 .139 0 .065 -.085 543 3 .189 .13 .141 0 .509 -.5 544 4 .069 0 -.001 0 .003 0 545 5 0 0 0 . 0 0 0 546 3 A3-4 1 .05 .129 .086 0 -.103 .381 547 2 .033 .129 .086 0 .171 -.026 548 3 .14 .128 .09 0 .449 -.432 549 4 .069 0 -.002 0 .004 0 550 5 0 0 0 0 0 0 551 3 A3-1 1 -.254 .041 -.081 0 .513 .264 552 2 -.271 .041 -.081 0 .257 .135 553 3 -.339 .039 -.077 0 .007 .007 554 4 .033 0 -.001 0 .002 0 555 5 0 0 0 0 0 0 556 3 HB3 1 .213 .22 -.026 .013 0 0 557 2 .213 .204 -.026 .013 .297 -.379 558 3 .407 .239 -.017 -.045 .156 -.259 559 4 .557 -.004 .025 -.055 -.021 -.059 560 5 .557 -.02 .025 -.055 0 0 561 3 F I2 1 1 .017 .414 -.07 -1.063 0 0 562 2 .017 .369 -.07 -1.063 -.14 -.783 RISA -3D Version 14.0.1 [P \...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.1 -Bilge 16 ES TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Forces (Continued) LC Member Label Sec Axial fkl v Shearl z Shear[kl Tor quefk-ft -v Momentfk-ft z -z Momentfk-ft 563 1 F1 3 .132 .324 -.07 -1.063 -.28 -1.859 564 2 4 .132 .005 -.007 -.646 -.295 -1.916 565 -.589 3 5 .132 -.04 -.007 -.646 -.31 -1.881 566 3 FI2 2 1 .269 -.803 .109 .194 -.31 -2.369 567 -4.727 .6 2 .269 -.819 .109 .194 -.233 -1.794 568 0 0 3 .269 -.835 .109 .194 -.155 -1.207 569 -.051 0 4 .269 -.851 .109 .194 -.078 -.609 570 1.092 .043 5 .269 -.867 .109 .194 0 0 571 3 F4 1 -.103 7.5 0 -.006 0 0 572 4 .148 2 -.103 5.547 0 -.006 0 -40.936 573 5 3 -.103 0 0 -.006 0 -59.372 574 1 F3 4 -.103 -5.547 0 -.006 0 -40.935 575 12 5 -.103 -7.499 0 -.006 0 0 576 3 F5 1 -.296 7.499 0 .006 0 0 577 1.203 -1.203 2 -.296 5.546 0 .006 0 -40.933 578 -3.056 .605 3 -.296 0 0 .006 0 -59.368 579 0 0 4 -.296 -5.546 0 .006 - 0 -40.933 580 .027 .065 5 -.296 -7.499 0 .006 0 0 581 3 F6 1 -.008 14.44 .114 0 0 0 582 .132 -.158 2 -.008 5.91 .011 0 .184 -34.202 583 4 .132 3 -.008 .068 .011 0 .221 -46.258 584 5 4 -.008 -6.367 .011 0 .259 -33.67 585 1 FI1 5 -.008 -15.303 -.286 0 0 0 Member Section Stresses LC Member L.. S.. Axial Shearfksil z Shearfksl v to BendinaF...v bot Bendinot...z to Bending... z bot Bendingfksi 1 1 F1 1 .019 1.002 -.054 0 0 .385 -.385 2 2 .002 .774 .054 5.912 -5.912 .589 -.589 3 3 .002 -.228 -.012 6.605 -6.605 1.394 -1.394 4 4 .002 -.331 -.012 4.727 -4.727 .6 -.6 5 5 -.039 -1.275 -.004 0 0 0 0 6 1 F2 1 -.09 2.077 -.051 0 0 0 0 7 2 .18 1.092 .043 8.374 -8.374 -.839 .839 8 3 .077 -.068 .043 11.411 -11.411 1.411 -1.411 9 4 .148 -.561 -.189 8.514 -8.514 .647 -.647 10 5 .179 -2.358 .055 0 0 0 0 11 1 F3 1 .025 .669 .018 0 0 -.735 .735 12 2 .019 .452 .029 3.864 -3.864 .82 -.82 13 3 -.018 -.11 -.009 4.143 -4.143 1.203 -1.203 14 4 -.018 -.213 -.009 3.056 -3.056 .605 -.605 15 5 -.018 -.81 -.009 0 0 0 0 16 1 FC 1 -.25 .746 .027 .065 -.065 4.292 -4.292 17 2 -.155 .048 -.147 2.425 -2.425 1.216 -1.216 18 3 .132 -.158 .049 2.261 -2.261 -3.604 3.604 19 4 .132 -.208 .049 1.262 -1.262 -.662 .662 20 5 .132 -.259 .049 -.012 .012 2.28 -2.28 21 1 FI1 1 -.389 .099 -.042 0 0 0 0 22 2 -.292 .3 -.034 1.244 -1.244 -.278 .278 23 3 -.292 .283 -.034 4.571 -4.571 -.507 .507 24 4 -.308 -.237 .056 2.81 -2.81 -.386 .386 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330.r8ttige 17 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L. S.. Axiallksil v Shearfksil z Shearfksil v to Bendingf...v bot Bendingf...z to Bending... z bot Bendingfksi 25 5 -.308 -.254 .056 0 0 0 0 26 1 HB1 -2 1 .113 -.505 .357 6.609 -6.609 .302 -.348 27 2 .113 -.509 .357 4.709 -4.709 -.358 .413 28 3 .113 -.512 .357 2.801 -2.801 -1.034 1.192 29 4 .113 -.516 .357 .885 -.885 -1.726 1.99 30 5 .113 -.52 .357 -1.039 1.039 -2.435 2.807 31 1 HB1 -3 1 .154 -1.009 .725 11.956 -11.956 -.458 .528 32 2 _.154 -1.011 .725 9.709 -9.709 -1.201 1.384 _ 33 3 .154 -1.014 .725 7.459 -7.459 -1.949 2.247 34 4 .154 -1.016 .725 5.206 -5.206 -2.703 3.117 35 5 .154 -1.018 .725 2.951 -2.951 -3.463 3.993 36 1 HB1 1-4 1 -.123 .333 .112 -4.843 4.843 -10.331 11.911 37 • 2 -.123 .324 .112 -3.73 3.731 -5.789 6.674 38 3 -.123 .316 .112 -2.663 2.663 -1.335 1.539 39 4 -.123 .307 .112 -1.639 1.639 3.031 -3.495 40 5 -.123 .299 .112 -.659 .659 7.309 -8.426 41 1 HB1 3- 1 .045 .153 -.118 4.275 -4.275 -.194 .223 42 2 .045 .149 -.118 4.871 -4.871 -.046 .053 43 3 .045 .145 -.118 5.458 -5.458 .085 -.098 44 4 .045 .142 -.118 6.038 -6.038 .199 -.23 45 5 .045 .138 -.118 6.609 -6.609 .297 -.343 46 1 HB1_4- 1 -.109 .501 -.607 -2.97 2.97 2.728 -3.145 47 2 -.109 .495 -.607 .789 -.789 1.985 -2.289 48 3 -.109 .49 -.607 4.53 -4.53 1.204 -1.388 49 4 -.109 .484 -.607 8.25 -8.25 .383 -.442 50 5 -.109 .478 -.607 11.952 -11.952 -.476 .548 51 1 DB3_HB-... 1 -1.697 .024 0 0 0 0 0 52 2 -1.692 .012 0 .208 -.208 .428 -.473 53 3 -1.687 0 0 .277 -.277 .571 -.63 54 4 -1.681 -.012 0 .208 -.208 .428 -.473 55 5 -1.676 -.024 0 0 0 0 0 • 56 1 DB3 HB-... 1 -1.69 .012 0 0 0 0 0 57 2 -1.685 .006 0 .085 -.085 .174 -.192 58 3 -1.679 0 0 .113 -.113 .232 -.256 59 4 -1.674 -.006 0 .085 -.085 .174 -.192 60 5 -1.669 -.012 0 0 0 0 0 61 1 DB3_HB-2 1 1.802 .014 0 0 0 0 0 62 2 1.796 .007 0 .105 -.105 .217 -.24 63 3 1.791 0 0 .141 -.141 .289 -.319 64 4 1.786 -.007 0 .105 -.105 .217 -.24 65 5 1.78 -.014 0 0 0 0 0 66 1 DB3 HB -C 1 1.944 .016 0 0 0 0 0 67 2 1.949 .008 0 .118 -.118 .242 -.267 68 3 1.954 0 0 .157 -.157 .322 -.356 69 4 1.96 -.008 0 .118 -.118 .242 -.267 70 5 1.965 -.016 0 0 0 0 0 71 1 DB1_HB-C 1 -1.023 .015 0 0 0 0 0 72 2 -1.029 .008 0 .115 -.115 .237 -.262 73 3 -1.034 0 0 .154 -.154 .316 -.35 74 4 -1.04 -.008 0 .115 -.115 .237 -.262 75 5 -1.045 -.015 0 0 0 0 0 76 1 DB1_HB... 1 -1.727 .025 0 0 0 0 0 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330. r8i;ld]ge 18 Ell a ms T E C H N O L O G I E S Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L. S... Apaljksil y Shearfksil z Shear(ksil y top Bendinq(...y bot Bendingi... z top Bending... z bot Bendingrksi 77 2 -1.732 .013 0 .231 -.231 .474 -.524 78 3 -1.737 0 0 .308 -.308 .632 -.699 79 4 -1.743 -.013 0 .231 -.231 .474 -.524 80 5 -1.748 -.025 0 0 0 0 0 81 1 DB1_HBS...1 -.66 .02 0 0 0 0 0 82 2 -.666 .01 0 .167 -.167 .343 -.379 83 3 -.671 0 0 .223 -.223 .457 -.505 84 4 -.676 -.01 0 .167 -.167 .343 -.379 85 5 -.682 -.02 0 0 0 0 0 86 1 B3-2 1 0 0 0 0 0 0 0 87 2 0 0 0 0 0 0 0 88 3 0 0 0 0 0 0 0 89 4 0 0 0 0 0 0 0 90 5 0 0 0 0 0 0 0 91 1 B3-3 1 0 0 0 0 0 0 0 92 2 0 0 0 0 0 0 0 93 3 0 0 0 0 0 0 0 94 4 0 0 0 0 0 0 0 95 5 0 0 0 0 0 0 0 96 1 B3-4 1 0 0 0 0 0 0 0 97 2 0 0 0 0 0 0 0 98 3 0 0 0 0 0 0 0 99 4 0 0 0 0 0 0 0 100 5 0 0 0 0 0 0 0 101 1 B3-1 1 0 0 0 0 0 0 0 102 2 0 0 0 0 0 0 0 103 3 0 0 0 0 0 0 0 104 4 0 0 0 0 0 0 0 105 5 0 0 0 0 0 0 0 106 1 B1-1 1 0 0 0 0 0 0 0 107 2 0 0 0 0 0 0 0 108 3 0 0 0 0 0 0 0 109 4 0 0 0 0 0 0 0 110 5 0 0 0 0 0 0 0 111 1 B1-4 1 0 0 0 0 0 0 0 112 2 0 0 0 0 0 0 0 113 3 0 0 0 0 0 0 0 114 4 0 0 0 0 0 0 0 115 5 0 0 0 0 0 0 0 116 1 B1-3 1 0 0 0 0 0 0 0 117 2 0 0 0 0 0 0 0 118 3 0 0 0 0 0 0 0 119 4 0 0 0 0 0 0 0 120 5 0 0 0 0 0 0 0 121 1 B1-2 1 0 0 0 0 0 0 0 122 2 0 0 0 0 0 0 0 123 3 0 0 0 0 0 0 0 124 4 0 0 0 0 0 0 0 125 5 0 0 0 0 0 0 0 126 1 A1-1 1 .88 .073 .262 -7.205 7.205 -3.481 3.481 127 2 .87 .073 .262 -4.99 4.99 4.485 -4.485 128 3 .827 .019 .26 -7.77 7.77 12.443 -12.443 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r&ijge 19 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31,2016 9:12AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L.. S... Axiallksil v Shearfksil z Shearfksl v too Bendingf...v bot Bendinaf...z too Bending... z bot BendinaFksi 129 4 .021 .178 -.048 -1.758 1.758 .481 -.481 130 5 0 0 0 0 0 0 0 131 1 A1-4 1 .287 -.139 .161 -.5 .5 -1.831 1.831 132 2 .276 -.139 .161 -4.709 4.709 3.063 -3.063 133 3 .202 .426 -.116 -13.647 13.647 8.597 -8.597 134 4 .043 .143 -.039 -2.974 2.974 .819 -.819 135 5 0 0 0 0 0 0 0 136 1 A1-3 1 .867 -.23 -.039 5.799 -5.799 1.494 -1.494 137 2 .842 -.314 -.019 -3.069 3.069 .756 -.756 138 3 .75 -.501 .035 -14.907 14.907 3.671 -3.671 139 4 .043 .143 -.039 -2.964 2.964 .801 -.801 140 5 0 0 0 0. 0 0 0 141 1 A1-2 1 .422 -.126 -.029 .732 -.732 .967 -.967 142 2 .411 -.126 -.029 -3.095 3.095 .099 -.099 143 3 .339 -.263 .01 -8.665 8.665 1.98 -1.98 144 4 .022 .078 -.02 -1.63 1.63 .423 -.423 145 5 0 0 0 0 0 0 0 146 1 A3-2 1 -.027 -.067 .12 -1.556 1.556 -6.409 6.409 147 2 -.038 -.067 .12 -3.584 3.584 -2.769 2.769 148 3 -.109 -.217 .145 -7.948 7.948 1.366 -1.366 149 4 .022 .081 -.014 -1.675 1.675 .291 -.291 150 5 0 0 0 0 0 0 0 151 1 A3-3 1 .39 .106 .081 -3.439 3.439 -.184 .184 152 2 .365 .025 .095 -2.029 2.029 2.59 -2.59 153 3 .273 .304 -.079 -7.26 7.26 5.91 -5.91 154 4 .043 .016 -.027 -.328 .328 .564 -.564 155 5 0 0 0 0 0 0 0 156 1 A3-4 1 .262 -.096 .09 -1.345 1.345 .864 -.864 157 2 .252 -.096 .09 -4.255 4.255 3.609 -3.609 158 3 .177 .436 -.08 -13.97 13.97. 6.785 -6.785 159 4 .043 .147 -.027 -3.048 3.048 .572 -.572 160 5 0 0 0 0 0 0 0 161 1 A3-1 1 -.284 -.075 .051 -3.19 3.19 -1.896 1.896 162 2 -.295 -.075 .051 -5.462 5.462 -.34 .34 163 3 -.338 .243 -.043 -8.105 8.105 1.417 -1.417 164 4 .021 .182 -.032 -1.803 1.803 .321 -.321 165 5 0 0 0 0 0 0 0 166 1 HB3 1 -.062 -.129 .516 0 0 0 0 167 2 -.062 -.146 .516 -6.893 6.893 8.006 -9.231 168 3 -.123 .164 .062 -10.355 10.355 9.553 -11.015 169 4 -.248 .307 -.55 -8.953 8.953 5.344 -6.161 170 5 -.248 .289 -.55 0 0 0 0 171 1 F I2 1 1 -.041 .177 -.088 0 0 0 0 172 2 -.041 .166 -.088 1.194 -1.194 -.365 .365 173 3 -.053 .156 -.088 2.316 -2.316 -.731 .731 174 4 -.053 .039 .011 2.495 -2.495 -.686 .686 175 5 -.053 .028 .011 2.729 -2.729 -.642 .642 176 1 F 12 2 1 -.038 -.293 .108 2.972 -2.972 -.642 .642 177 2 -.038 -.297 .108 2.242 -2.242 -.481 .481 178 3 -.038 -.301 .108 1.504 -1.504 -.321 .321 179 4 -.038 -.304 .108 .757 -.757 -.16 .16 180 5 -.038 -.308 .108 0 0 0 0 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330.r82l]ge 20 • TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31,2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L...S... A>aalsiShear[ksi] z Shear[ksl y top BendingL..y bot Bendingf...z top Bending... z bot Bendingfksi 181 1 F4 1 .009 .289 .298 0 0 0 0 182 2 -.032 .434 .149 2.477 -2.477 14.885 -14.885 183 3 -.046 0 0 4.08 -4.08 19.846 -19.846 184 4 -.032 -.434 -.149 2.477 -2.477 14.885 -14.885 185 5 .009 -.289 -.298 0 0 0 0 186 1 F5 1 -.146 1.469 .096 0 0 0 0 187 2 -.187 1.024 .048 7.823 -7.823 4.777 -4.777 188 3 -.2 0 0 11.208 -11.208 6.369 -6.369 189 4 -.187 -1.024 -.048 7.823 -7.823 4.777 -4.777 190 5 -.146 -1.469 -.096 0 0 0 0 191 1 F6 1 0 1.554 .004 0 0 0 0 192 2 .146 1.081 .017 4.73 -4.73 .471 -.471 193 3 .069 .122 .017 7.11 -7.11 1.151 -1.151 194 4 -.008 -.933 .017 5.429 -5.429 1.832 -1.832 195 5 -.002 -2.653 -.209 0 0 0 0 196 2 F1 1 -.003 .92 -.004 0 0 .01 -.01 197 2 -.004 .77 .003 5.682 -5.682 .016 -.016 198 3 .002 -.222 0 6.451 -6.451 .058 -.058 199 4 .002 -.325 0 4.615 -4.615 .016 -.016 200 5 -.003 -1.242 0 0 0 0 0 201 2 F2 1 .002 2.49 0 0 0 0 0 202 2 -.003 1.158 .004 10.343 -10.343 -.02 .02 203 3 -.003 -.002 .004 13.694 -13.694 .177 -.177 204 4 .004 -1.142 -.022 10.348 -10.348 . .042 -.042 205 5 .006 -2.559 .008 0 0 0 0 206 2 F3 1 0 .891 0 -.001 .001 -.025 • .025 207 2 -.009 .713 0 5.385 -5.385 .064 -.064 208 3 .005 -.213 0 6.239 -6.239 .023 -.023 209 4 .005 -.316 0 4.461 -4.461 .018 -.018 210 5 .003 -1.188 0 0 0 0 0 211 2 FC 1 -.005 .209 0 .08 -.08 .153 -.153 212 2 -.003 .144 -.003 1.049 -1.049 .036 -.036 213 3 .003 -.073 .001 1.388 -1.388 -.078 .078 214 4 .003 -.123 .001 .855 -.855 -.011 .011 215 5 .003 -.173 .001 .046 -.046 .057 -.057 216 2 F I1 1 -.008 .108 -.003 0 0 0 0 217 2 -.019 .061 -.004 1.105 -1.105 -.021 .021 218 3 -.019 .044 -.004 1.705 -1.705 -.051 .051 219 4 -.02 -.079 .006 1.005 -1.005 -.039 .039 220 5 -.02 -.096 .006 0 0 0 0 221 2 HB1 -2 1 .008 .047 -.022 -.515 .515 -.317 .365 222 2 .008 .043 -.022 -.368 .368 -.217 .25 223 3 .008 .039 -.022 -.228 .228 -.133 .153 224 4 .008 .036 -.022 -.097 .097 -.065 .075 225 5 .008 .032 -.022 .026 -.026 -.014 .016 226 2 HB1 -3 1 .045 -.302 .155 2.162 -2.162 -1.492 1.72 227 2 .045 -.305 .155 1.568 -1.568 -1.879 2.166 228 3 .045 -.307 .155 .972 -.972 -2.272 2.619 229 4 .045 -.309 .155 .373 -.373 -2.67 3.079 230 5 .045 -.311 .155 -.229 .229 -3.074 3.545 231 2 HB1 1-4 1 .026 .016 -.032 .263 -.263 .546 -.629 232 2 .026 .007 -.032 .484 -.484 .337 -.389 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r8ttige 21 EL'DS T E C H N O L O G I E S Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L.. S.. Axiallksil v Shearrksil z Shearrksil v to Bending[... v bot Bendingr...z top Bending... z bot Bendingrksi 233 3 .026 -.001 -.032 .661 -.661 .04 -.047 234 4 .026 -.01 -.032 .794 -.794 -.345 .397 235 5 .026 -.019 -.032 .883 -.883 -.818 .943 236 2 HB1 3- 1 .023 -.067 .087 .92 -.92 -.54 .622 237 2 .023 -.071 .087 .574 -.574 -.459 .53 238 3 .023 -.075 .087 .219 -.219 -.396 .456 239 4 .023 -.078 .087 -.144 .144 -.349 .402 240 5 .023 -.082 .087 -.515 .515 -.318 .367 241 2 HB1 4- 1 0 -.018 -.062 1.709 -1.709 .999 -1.151 242 2 0 -.023 -.062 1.852 -1.852 .435 -.501 243 3 0 -.029 -.062 1.975 -1.975 -.168 .194 244 4 0 -.035 -.062 2.078 -2.078 -.81 .934 245 5 0 -.04 -.062 2.163 -2.163 -1.49 1.718 246 2 DB3 HB-... 1 .428 .024 0 0 0 0 0 247 2 .434 .012 0 .208 -.208 .428 -.473 248 3 .439 0 0 .277 -.277 .571 -.63 249 4 .445 -.012 0 .208 -.208 .428 -.473 250 5 .45 -.024 0 0 0 0 0 251 2 DB3 HB-... 1 .184 .012 0 0 0 0 0 252 2 .189 .006 0 .085 -.085 .174 -.192 253 3 .195 0 0 .113 -.113 .232 -.256 254 4 .2 -.006 0 .085 -.085 .174 -.192 255 5 .206 -.012 0 0 0 0 0 256 2 DB3_1-IB-2 1 -.072 .014 0 0 0 0 0 257 2 -.078 .007 0 .105 -.105 .217 -.24 258 3 -.083 0 0 .141 -.141 .289 -.319 259 4 -.089 -.007 0 .105 -.105 .217 -.24 260 5 -.094 -.014 0 0 0 0 0 261 2 DB3 HB -C 1 .019 .016 0 0 0 0 0 262 2 .024 .008 0 .118 -.118 .242 -.267 263 3 .029 0 0 .157 -.157 .322 -.356 264 4 .035 -.008 0 .118 -.118 .242 -.267 265 5 .04 -.016 0 0 0 0 0 266 2 DB1_HB-C 1 .134 .015 0 0 0 0 0 267 2 .129 .008 0 .115 -.115 .237 -.262 268 3 .123 0 0 .154 -.154 .316 -.35 269 4 .118 -.008 0 .115 -.115 .237 -.262 270 5 .113 -.015 0 0 0 0 0 271 2 DB1_HB... 1 -.277 .025 0 0 0 0 0 272 2 -.282 .013 0 .231 -.231 .474 -.524 273 3 -.287 0 0 .308 -.308 .632 -.699 274 4 -.293 -.013 0 .231 -.231 .474 -.524 275 5 -.298 -.025 0 0 0 0 0 276 2 DB1_HBS...1 .166 .02 0 0 0 0 0 277 2 .161 .01 0 .167 -.167 .343 -.379 278 3 .155 0 0 .223 -.223 .457 -.505 279 4 .15 -.01 0 .167 -.167 .343 -.379 280 5 .145 -.02 0 0 0 0 0 281 2 B3-2 1 0 0 0 0 0 0 0 282 2 0 0 0 0 0 0 0 283 3 0 0 0 0 0 0 0 284 4 0 0 0 0 0 0 0 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r/9*ge 22 E OS TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar31, 2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L...S... Axiallksil v Shearfksil z Shearfksil v to Bendinaf...v bot Bendingf...z to Bending... z bot Bendinafksi 285 5 0 0 0 0 0 0 0 286 2 B3-3 1 0 0 0 0 0 0 0 287 2 0 0 0 0 0 0 0 288 3 0 0 0 0 0 0 0 289 4 0 0 0 0 0 0 0 290 5 0 0 0 0 0 0 0 291 2 B3-4 1 0 0 0 0 0 0 0 292 2 0 0 0 0 0 0 0 293 3 0 0 0 0 0 0 0 294 4 0 0 0 0 0 0 0 295 5 0 0 0 0 0 0 0 296 2 B3-1 1 0 0 0 0 0 0 0 297 2 0 0 0 0 0 0 0 298 3 0 0 0 0 0 0 0 299 4 0 0 0 0 0 0 0 300 5 0 0 0 0 0 0 0 301 2 B1-1 1 0 0 0 0 0 0 0 302 2 0 .0 0 0 0 0 0 303 3 0 0 0 0 0 0 0 304 4 0 0 0 0 0 0 0 305 5 0 0 0 0 0 0 0 306 2 B1-4 1 0 0 0 0 0 0 0 307 2 0 0 0 0 0 0 0 308 3 0 0 0 0 0 0 0 309 4 0 0 0 0 0 0 0 310 5 0 0 0 0 0 0 0 311 2 B1-3 1 0 0 0 0 0 0 0 312 2 0 0 0 0 0 0 0 313 3 0 0 0 0 0 0 0 314 4 0 0 0 0 0 0 0 315 5 0 0 0 0 0 0 0 316 2 B1-2 1 0 0 0 0 0 0 0 317 2 0 0 0 0 0 0 0 318 3 0 0 0 0 0 0 0 319 4 0 0 0 0 0 0 0 320 5 0 0 0 0 0 0 0 321 2 A1-1 1 .036 .016 -.009 -1.2 1.2 -.012 .012 322 2 .025 .016 -.009 -.721 .721 -.275 .275 323 3 .036 .016 -.008 -.239 .239 ' -.536 .536 324 4 .021 0 0 .003 -.003 .003 -.003 325 5 0 0 0 0 0 0 0 326 2 A1-4 1 .173 -.055 -.049 2.561 -2.561 1.14 -1.14 327 2 .162 -.055 -.049 .886 -.886 -.344 .344 328 3 .088 -.054 -.048 -.772 .772 -1.814 1.814 329 4 .043 0 0 .019 -.019 .004 -.004 330 5 0 0 0 0 0 0 0 331 2 A1-3 1 .342 -.101 -.06 5.201 -5.201 1.154 -1.154 332 2 .318 -.103 -.06 2.082 -2.082 -.678 .678 333 3 .225 -.102 -.059 -1.044 1.044 -2.481 2.481 334 4 .043 -.001 0 .027 -.027 0 0 335 5 0 0 0 0 0 0 0 336 2 A1-2 1 .109 0 -.032 -.054 .054 1.943 -1.943 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r&ijge 23 IRS TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31,2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L...S... Axiallksil v Shearfksil z Shearfksil v too BendinoF...v bot Bending ...z too Bending... z bot Bendingfksi 337 2 .098 0 -.032 -.024 .024 .978 -.978 338 3 .045 .003 -.032 .047 -.047 .012 -.012 339 4 .022 0 0 .013 -.013 .002 -.002 340 5 0 0 0 0 0 0 0 341 2 A3-2 1 .086 -.001 .04 .063 -.063 -2.439 2.439 342 2 .076 -.001 .04 .028 -.028 -1.226 1.226 343 3 .045 0 .041 .01 -.01 .011 -.011 344 4 .022 0 0 .003 -.003 .003 -.003 345 5 0 0 0 0 0 0 0 346 2 A3-3 1 .225 .091 .095 -2.246 2.246 -2.466 2.466 347 2 .2 .092 .096 .532 -.532 .432 -.432 348 3 .108 .091 .097 3.299 -3.299 3.355 -3.355 349 4 .043 0 0 .004 -.004 .02 -.02 350 5 0 0 0 0 0 0 0 351 2 A3-4 1 .102 .085 .06 -2.366 2.366 -.772 .772 352 2 .091 .085 .06 .209 -.209 1.041 -1.041 353 3 .087 .084 .061 2.772 -2.772 2.877 -2.877 354 4 .043 0 -.001 -.004 .004 .026 -.026 355 5 0 0 0 0 0 0 0 356 2 A3-1 1 -.049 .021 -.05 -1.304 1.304 3.043 -3.043 357 2 -.06 .021 -.05 -.67 .67 1.527 -1.527 358 3 -.102 .02 -.048 -.04 .04 .039 -.039 359 4 .021 0 0 -.005 .005 .011 -.011 360 5 0 0 0 0 0 0 0 361 2 HB3 1 .061 .139 -.014 0 0 0 0 362 2 .061 .122 -.014 1.525 -1.525 2.475 -2.854 363 3 .113 .142 -.009 1.006 -1.006 1.33 -1.533 364 4 .152 0 .012 .219 -.219 -.069 .079 365 5 .152 -.018 .012 0 0 0 0 366 2 FI2 1 1 0 .093 -.019 0 0 0 0 367 2 0 .083 -.019 .611 -.611 -.079 .079 368 3 .007 .072 -.019 1.286 -1.286 -.157 .157 369 4 .007 -.003 -.003 1.304 -1.304 -.171 .171 370 5 .007 -.013 -.003 1.25 -1.25 -.184 .184 371 2 F 12 2 1 .019 -.14 .031 1.456 -1.456 -.184 .184 372 2 .019 -.144 .031 1.106 -1.106 -.138 .138 373 3 .019 -.147 .031 .746 -.746 -.092 .092 374 4 .019 -.151 .031 .378 -.378 -.046 .046 375 5 .019 -.155 .031 0 0 0 0 376 2 F4 1 -.006 1.27 0 0 0 0 0 377 2 -.006 .924 0 6.918 -6.918 0 0 378 3 -.006 0 0 10.002 -10.002 0 0 379 4 -.006 -.924 0 6.918 -6.918 0 0 380 5 -.006 -1.27 0 0 0 0 0 381 2 F5 1 -.017 1.27 0 0 0 0 0 382 2 -.017 .924 0 6.918 -6.918 0 0 383 3 -.017 0 0 10.002 -10.002 0 0 384 4 -.017 -.924 0 6.918 -6.918 0 0 385 5 -.017 -1.27 0 0 0 0 0 386 2 F6 1 0 2.422 .01 0 0 0 0 387 2 0 .968 0 5.725 -5.725 .186 -.186 388 3 0 .009 0 7.706 -7.706 .222 -.222 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r&ti]ge 24 RS TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L...S... Axialfksil v Shearfksil z Shearfksil v to Bendingf...v bot Bendingf...z to Bending... z bot Bendinafksi 389 4 0 -1.046 0 5.626 -5.626 .259 -.259 390 5 0 -2.564 -.026 0 0 0 0 391 3 F 1 1 -.007 1.599 -.008 -.002 .002 .022 -.022 392 2 -.009 1.456 .008 10.293 -10.293 .037 -.037 393 3 .005 -.432 -.001 11.622 -11.622 .131 -.131 394 4 .005 -.534 -.001 8.378 -8.378 .036 -.036 395 5 -.006 -2.369 0 0 0 0 0 396 3 F2 1 .003 5.251 -.002 0 0 0 0 397 2 -.007 2.498 .008 21.944 -21.944 -.048 .048 398 3 -.007 -.014 .008 29.182 -29.182 .397 -.397 399 4 .009 -2.462 -.049 21.885 -21.885 .095 -.095 400 5 .014 -5.308 .017 0 0 0 0 401 3 F3 1 -.001 1.553 .002 -.002 .002 -.062 .062 402 2 -.016 1.39 .002 9.82 -9.82 .146 -.146 403 3 .008 -.425 0 11.323 -11.323 .051 -.051 404 4 .008 -.527 0 8.125 -8.125 .04 -.04 405 5 .004 -2.265 -.001 0 0 0 0 406 3 FC 1 -.01 .227 -.003 .166 -.166 .373 -.373 407 2 -.007 .155 -.008 1.216 -1.216 .074 -.074 408 3 .006 -.083 .003 1.573 -1.573 -.179 .179 409 4 .006 -.134 .003 .981 -.981 -.024 .024 410 5 .006 -.184 .003 .114 -.114 .13 -.13 411 3 FI1 1 -.018 .122 -.006 0 0 0 0 412 2 -.039 .052 -.01 1.241 -1.241 -.047 .047 413 3 -.039 .035 -.01 1.741 -1.741 -.119 .119 414 4 -.045 -.065 .012 .84 -.84 -.083 .083 415 5 -.045 -.082 .012 0 0 0 0 416 3 HB1 -2 1 .016 .124 -.043 -1.254 1.254 -1.128 1.301 417 2 .016 .12 -.043 -.891 .891 -.781 .901 418 3 .016 .116 -.043 -.537 .537 -.451 .519 419 4 .016 .112 -.043 -.191 .191 -.136 .157 420 5 .016 .109 -.043 .147 -.147 .162 -.187 421 3 HB1 -3 1 .085 -.636 .34 4.828 -4.828 -3.315 3.822 422 2 .085 -.638 .34 3.562 -3.562 -4.087 4.712 423 3 .085 -.64 .34' 2.294 -2.294 -4.864 5.608 424 4 .085 -.642 .34 1.022 -1.022 -5.647 6.511 425 5 .085 -.645 .34 -.252 .252 -6.435 7.42 426 3 HB1 1-4 1 .043 .001 -.068 .683 -.683 1.444 -1.665 427 2 .043 -.007 -.068 1.017 -1.017 .711 -.819 428 3 .043 -.016 -.068 1.307 -1.307 -.111 .128 429 4 .043 -.024 -.068 1.553 -1.553 -1.022 1.178 430 5 .043 -.033 -.068 1.755 -1.755 -2.021 2.33 431 3 HB1 3- 1 .048 -.167 .193 2.009 -2.009 -1.464 1.688 432 2 .048 -.171 .193 1.205 -1.205 -1.356 1.563 433 3 .048 -.175 .193 .394 -.394 -1.264 1.457 434 4 .048 -.178 .193 -.426 .426 -1.189 1.371 435 5 .048 -.182 .193 -1.253 1.253 -1.13 1.303 436 3 HB1 4- 1 -.013 -.038 -.143 3.554 -3.554 1.948 -2.246 437 2 -.013 -.044 -.143 3.902 -3.902 .691 -.797 438 3 -.013 -.049 -.143 4.231 -4.231 -.605 .698 439 4 -.013 -.055 -.143 4.54 -4.54 -1.94 2.237 440 5 -.013 -.061 -.143 4.83 -4.83 -3.313 3.82 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r&tjge 25 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L...S... Axiallksil v Shearrksil z Shearrksil v too Bendinor...v bot Bendingr...z too Bending... z bot Bendingrksi 441 3 DB3 HB-... 1 .77 .024 0 0 0 0 0 442 2 .776 .012 0 .208 -.208 .428 -.473 443 3 .781 0 0 .277 -.277 .571 -.63 444 4 .787 -.012 0 .208 -.208 .428 -.473 445 5 .792 -.024 0 0 0 0 0 446 3 DB3 HB-... 1 .295 .012 0 0 0 0 0 447 2 .301 .006 0 .085 -.085 .174 -.192 448 3 .306 0 0 .113 -.113 .232 -.256 449 4 .312 -.006 0 .085 -.085 .174 -.192 450 5 .317 -.012 0 0 0 0 0 451 3 DB3_HB-2 1 -.168 .014 0 0 0 0 0 452 2 -.173 .007 0 .105 -.105 .217 -.24 453 3 -.178 0 0 .141 -.141 .289 -.319 454 4 -.184 -.007 0 .105 -.105 .217 -.24 455 5 -.189 -.014 0 0 0 0 0 456 3 DB3_HB-C 1 .042 .016 0 0 0 0 0 457 2 .047 .008 0 .118 -.118 .242 -.267 458 3 .052 0 0 .157 -.157 .322 -.356 459 4 .058 -.008 0 .118 -.118 .242 -.267 460 5 .063 -.016 0 0 0 0 0 461 3 DB1_HB-C 1 .24 .015 0 0 0 0 0 462 2 .234 .008 0 .115 -.115 .237 -.262 463 3 .229 0 0 .154 -.154 .316 -.35 464 4 .223 -.008 0 .115 -.115 .237 -.262 465 5 .218 -.015 0 0 0 0 0 466 3 DB1_HB... 1 -.638 .025 0 0 0 0 0 467 2 -.643 .013 0 .231 -.231 .474 -.524 468 3 -.648 0 0 .308 -.308 .632 -.699 469 4 -.654 -.013 0 .231 -.231 .474 -.524 470 5 -.659 -.025 0 0 0 0 0 471 3 DB1_HBS...1 .352 .02 0 0 0 0 0 472 2 .346 .01 0 .167 -.167 .343 -.379 473 3 .341 0 0 .223 -.223 .457 -.505 474 4 .335 -.01 0 .167 -.167 .343 -.379 475 5 .33 -.02 0 0 0 0 0 476 3 B3-2 1 0 0 0 0 0 0 0 477 2 0 0 0 0 0 0 0 478 3 0 0 0 0 0 0 0 479 4 0 0 0 0 0 0 0 480 5 0 0 0 0 0 0 0 481 3 B3-3 1 0 0 0 0 0 0 0 482 2 0 0 0 0 0 0 0 483 3 0 0 0 0 0 0 0 484 4 0 0 0 0 0 0 0 485 5 0 0 0 0 0 0 0 486 3 B3-4 1 0 0 0 0 0 0 0 487 2 0 0 0 0 0 0 0 488 3 0 0 0 0 0 0 0 489 4 0 0 0 0 0 0 0 490 5 0 0 0 0 0 0 0 491 3 B3-1 1 0 0 0 0 0 0 0 492 2 0 0 0 0 0 0 0 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats -16-605 - Antenna Structure - 20160330.r8tige 26 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L...S... Axiallksil v Shearfksil z Shearfksil v too Bendinof...v bot Bendinol... z too Bendino... z bot Bendinofksi 493 3 0 0 0 0 0 0 0 494 4 0 0 0 0 0 0 0 495 5 0 0 0 0 0 0 0 496 3 B1-1 1 0 0 0 0 0 0 0 497 2 0 0 0 0 0 0 0 498 3 0 0 0 0 0 0 0 499 4 0 0 0 0 0 0 0 500 5 0 0 0 0 0 0 0 501 3 B1-4 1 0 0 0 0 0 0 0 502 2 0 0 0 0 0 0 0 503 3 0 0 0 0 0 0 0 504 4 0 0 0 0 0 0 0 505 5 0 0 0 0 0 0 0 506 3 B1-3 1 0 0 0 0 0 0 0 507 2 0 0 0 0 0 0 0 508 3 0 0 0 0 0 0 0 509 4 0 0 0 0 0 0 0 510 5 0 0 0 0 0 0 0 511 3 B1-2 1 0 0 0 0 0 0 0 512 2 0 0 0 0 0 0 0 513 3 0 0 0 0 0 0 0 514 4 0 0 0 0 0 0 0 515 5 0 0 0 0 0 0 0 516 3 A1-1 1 -.033 .016 -.025 -1.614 1.614 .08 -.08 517 2 -.044 .016 -.025 -1.127 1.127 -.672 .672 518 3 -.086 .017 -.024 -.638 .638 -1.422 1.422 519 4 .021 0 0 .006 -.006 .005 -.005 520 5 0 0 0 0 0 0 0 521 3 A1-4 1 .17 -.133 -.104 6.344 -6.344 2.337 -2.337 522 2 .16 -.133 -.104 2.314 -2.314 -.828 .828 523 3 .087 -.13 -.102 -1.687 1.687 -3.964 3.964 524 4 .043 -.002 0 .04 -.04 .006 -.006 525 5 0 0 0 0 0 0 0 526 3 A1-3 1 .475 -.215 -.107 11.453 -11.453 1.552 -1.552 527 2 .45 -.223 -.107 4.751 -4.751 -1.709 1.709 528 3 .357 -.222 -.102 -2.037 2.037 -4.882 4.882 529 4 .043 -.003 0 .056 -.056 -.001 .001 530 5 0 0 0 0 0 0 0 531 3 A1-2 1 .066 .003 -.063 -.06 .06 4.033 -4.033 532 2 .055 .003 -.063 .019 -.019 2.122 -2.122 533 3 .045 .007 -.063 .184 -.184 .21 -.21 534 4 .022 -.001 0 .026 -.026 .003 -.003 535 5 0 0 0 0 0 0 0 536 3 A3-2 1 .063 -.008 .077 .479 -.479 -4.726 4.726 537 2 .052 -.008 .077 .235 -.235 -2.372 2.372 538 3 .045 -.007 .079 .022 -.022 .017 -.017 539 4 .022 0 0 .006 -.006 .005 -.005 540 5 0 0 0 0 0 0 0 541 3 A3-3 1 .235 .163 .171 -3.944 3.944 -4.47 4.47 542 2 .21 .163 .173 1.016 -1.016 .772 -.772 543 3 .118 .162 .175 5.955 -5.955 6.061 -6.061 544 4 .043 0 -.002 .007 -.007 .037 -.037 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.ralge 27 TECHNOLOGIES Company : LDC Designer : Warren Cent Job Number : 16-605 Model Name : SEA Mall Rats AWS Mar 31, 2016 9:12 AM Checked By. Jessica Wren Member Section Stresses (Continued) LC Member L. S.. Apalfksil v Shearfksil 'z Shearfksil v to Bendinaf... v bot Bendinof...z to Bendino... z bot Bendina[ksi 545 5 0 0 0 0 0 0 0 546 3 A3-4 1 .031 .16 .107 -4.538 4.538 -1.223 1.223 547 2 .02 .16 .107 .314 -.314 2.034 -2.034 548 3 .087 .159 .111 5.143 -5.143 5.354 -5.354 549 4 .043 0 -.002 -.01 .01 .05 -.05 550 5 0 0 0 0 0 0 0 551 3 A3-1 1 -.158 .051 -.1 -3.144 3.144 6.112 -6.112 552 2 -.168 .051 -.1 -1.606 1.606 3.066 -3.066 553 3 -.211 .048 -.096 -.079 .079 .078 -.078 554 4 .021 0 -.002 -.011 .011 .021 -.021 555 5 0 0 0 0 0 0 0 556 3 HB3 1 .101 .242 -.028 0 0 0 0 557 2 .101 .224 -.028 2.758 -2.758 4.337 -5.001 558 3 .194 .262 -.019 1.889 -1.889 2.279 -2.627 559 4 .265 -.004 .028 .431 -.431 -.308 .356 560 5 .265 -.022 .028 0 0 0 0 561 3 F 12 1 1 .003 .095 -.046 0 0 0 0 562 2 .003 .085 -.046 .629 -.629 -.19 .19 563 3 .021 .075 -.046 1.494 -1.494 -.38 .38 564 4 .021 .001 -.005 1.539 -1.539 -.4 .4 565 5 .021 -.009 -.005 1.511 -1.511 -.42 .42 566 3 F 12 2 1 .044 -.185 .071 1.902 -1.902 -.42 .42 567 2 .044 -.189 .071 1.441 -1.441 -.315 .315 568 3 .044 -.193 .071 .97 -.97 -.21 .21 569 4 .044 -.196 .071 .489 -.489 -.105 .105 570 5 .044 -.2 .071 0 0 0 0 571 3 F4 1 -.014 2.673 0 0 0 0 0 572 2 -.014 1.977 0 14.689 -14.689 0 0 573 3 -.014 0 0 21.304 -21.304 0 0 574 4 -.014 -1.977 0 14.688 -14.688 0 0 575 5 -.014 -2.673 0 0 0 0 0 576 3 F5 1 -.039 2.673 0 0 0 0 0 577 2 -.039 1.977 0 14.688 -14.688 0 0 578 3 -.039 0 0 21.303 -21.303 0 0 579 4 -.039 -1.977 0 14.688 -14.688 0 0 580 5 -.039 -2.673 0 0 0 0 0 581 3 F6 1 -.001 5.146 .023 0 0 0 0 582 2 -.001 2.106 .002 12.273 -12.273 .413 -.413 583 3 -.001 .024 .002 16.598 -16.598 .498 -.498 584 4 -.001 -2.269 .002 12.082 -12.082 .582 -.582 585 5 -.001 -5.454 -.058 0 0 0 0 RISA -3D Version 14.0.1 [P:\...\...\...\...\...\...\SEA Mall Rats - 16-605 - Antenna Structure - 20160330.r8tfjge 28 Appendix . - Fireoepon ten. u..dry.. _ »w... *1441140 I +»........ S.F. .rte s— �..�w. mow. .. .. .. n,. n...d..d... .....i n,Fi.tTY•401 nom. Wet 0..naroce TTIVTIV! 44444,40 lam Oy of Tukwi;o Fire Deporvnen[ PARKWAY PLACE 96400 SOUTHCENTER PARKWAY - • TUKWILA, WASHINGTON • q5 • ;;4111g1::`'`..%:. -Ur, ARD. 4 n.f.M yr°•:w. - .. xsair i. alN.47 `` �ay.t ! 3f-ar$u'YP p F yx+xi. v I? 4.1213 I 1t7 KP_(AT 70'b�tl`�R4Dt aoI.T 99 -. .fix%PlG4=I YP1'N. . it .. 4 PILE- GAP n•nw • • f ti t PILE CAP ,..d • • • P., PIL C. -AP J. •i iEY 11'1L. —J I Li' ' 5 PILE: CAP 2 PI LE., CAP TY —..i c, , J. I --- —1-- • , •.p. ----f 1:1..i ' i it _ • fA7Mt N,r ' • • '1 !e! (.2,71.P.xer, pm, • • SEC1!?...K.1 _OD t".5 ! tp,TAJ! • 4 ',T _ 4 I -'"i-3' % • �Jl= Bd •15e 4., .i • .S.a. TYE JJr_- j4,i1i0 4': ...maw arose SA INIIIIII4 :FA . 11. val. bray. a.. au alla Annan. Li77.4 $J •1 bGAH. xHEv UL's SER...nit • mge Up oar Ma ea......,, - ASO . am. • 5 cr;ati (I) Sec7:Q�q� toad .M. 44• 14 Kr. .. 'NE! 4641101si Ai 41,ANGRCL PLAN trvlua. COLUMN GOI.UMN G,G4CbU-E \:%::Kea z . z.ar. s., D.D, ba, as +.'M rwt� D� 4,'' D,i4n @.. DDD0.1 Ilt 4 q el tva sq Ell ��.' 1 SS t' to Da D a; bl L�Yf] rati K. K Sr, DWI n 04. u..!41 zwti- •64 .Itb rr �so 000444 .ro w w b r t>a wf 4L�` � ta. 4 ♦ 46 >- :b,' >cG K N .1 -.>. Y00'a4 virw 1.7 re •.nae��nr �.. 39__ ■dull MMINIM •I • i I NOPiTH WALL-*)U11H SIMS " WALL e 5.9 IY'• dd H .tt! r •nt, PM. WO .:.A..A:R. .1. BOLTS, NUTS, PINS & U -BOLTS ANVIL LI Fig. 137e Standard U -bolt 17 Fig. 1375*: Special U -bolt (non-standard) U -Bolts Size Range:1/3" through 36" Material: Carbon steel U -bolt and four finished hex nuts Finish:❑Plain or ❑Fig.137: Zinc Plated (Hot -Dip Galvanized optional) or❑ Fig.137S: Hot -Dip Galvanized Service: Recommended for support, or guide of heavy loads; often employed in power, process plant and marine service. Approvals: Complies with Federal Specification A -A -1192A (Type 24), WW -H -171-E (Type 24), ANSI/MSS SP -69 and MSS SP -58 (Type 24). Ordering Fig. 137: Specify pipe size x rod size (e.g., 6 x 5/a), figure number, name. U -bolt will be furnished with longer tangents D or with longer threads E if so required and ordered. If hex nuts are not required, specify "without hex nuts': Ordering Fig. 137S: Specify figure number, name, material specification, dimensions A, B, C, D, and E, and "with hex nuts" or "without hex nuts': Note: The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user. FIG. 137: LOADS (LBS) • WEIGHTS (LBS) • DIMENSIONS (IN) ■ Pipe Size Rod Size A Max Normal Load 650° F Max Side Load Wt. B C D E F 650° F 750° F 1/2 1/4 580 454 145 0.11 15A6 13/16 23/421/6 25/16 3/4 0.12 1% 13/8 21/32 1 0.12 13/8 15/a 23/32 11/4 3/8 1,460 1,144 365 0.28 111/16 21/16 2'/8 21/32 11/2 0.30 2 2% 3 21/2 21/6 2 0.33 2/6 21%6 31/4 21/2 1/2 2,700 2,114 675 0.73 215/%6 31/16 33/4 3 2%6 3 0.78 39/6 41/16 4 21/4 31/2 0.84 41/16 49/6 41/4 4 0.90 49/16 51/6 41/2 5 1.0 55/6 61/8 5 21/32 6 % 4,320 3,382 1,080 2.0 63/4 73/8 61/8 312 213/16 8 2.3 8% 9% 71/8 10 3/4 6,460 5,060 1,615 4.9 10% 11% 8% 4 3 12 %, 8,960 7,016 2,490 7.7 12%, 133/4 9% 3% 14 8.3 141/8 15 101/4 41/4 16 9.2 161/8 17 11/4 18 1 11,800 9,240 — 13.5 181/8 191/8 125/8 43/4 35/8 20 14.6 201/8 211/8 135/a 24 16.9 241/8 251/8 15% 30 19.1 301/8 311/8 185/8 36 23.2 361/8 371/8 215/8 • Loads, weights and dimensions shown do not apply for Fig. 137S. Max load rating for carbon steel is based on 2 x load rating for rod. Max load rating for stainless steel is 0.85 times the maximum stated load ratings listed above. rr rt itp *When the combination of a normal load and a side load occurs, a straight line interaction formula may be used to determine if the Fig. 137 is still within the allowable stress range: Pn/Pna + Ps/Psa <_ 1 Where: Pn = actual applied normal load; Pna = allowable normal load for the Fig. 137; Ps = actual applied side load; Psa = allowable side load for the Fig. 137 Nuts must be snug tight in installation to achieve side loads shown. PROJECT INFORMATION Project: APPROVAL STAMP ❑ Approved Address: ❑Approved as noted Contractor: ❑ Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: PH -1.15 SHEET INDEX 7_,TITLE E A-1 SITE PLAN A-2 PROPOSER°PLAN, ANTENNA LAYOUTNO AND OUT A-3 COSTING AND PROPOSED SITE ELEVATIONS A-4 DETAILS STRUETIRAIT S-1 SIIICTLIRAL NOTE MID ROOFTOP PLAN S-2 PARTIAL ROOFTOP PLAN AND DETAILS PROJECT DIRECTORY YERIZON WIRELESS 15600 15500 SE FISTGATE WAY M/5 231 BELLEVUE, WA 98000 KOC ARCHITECTS 6720 200TH STREET SW.. sun 200 LYNNOOD, WA 98030 CONTACT: JOHN EDEA PHONE: (253 278-2902 FAX: (866 788-9927 ARC7IRFCT/PIECTRICAI ENGINEER. KOC ARCHITECTS 4720 200TH STREET SW.. SUITE 200 LYNNWOOD, WA 90038 CONTACT. ERIC CAMP PHONE: (25) 670-8651 FAN: (425) 712-0846 Ve wireless SEA—MALL RATS 16400 SOUTHCENTER SEATTLE , WA. 98188 LAT: 47°27'18.9811 N LONG: 122°1543.63" W PROJECT INFORMATION WASHINGTON STATE COOE CRAM IANPR' 2006 IBC, STANDARDS AND AMENDMENTS -WAC 51-50. 2006 140, STANDARDS AND AMENDMENTS -SMAC 51-521 2006 IEC. STANDARDS AND AMENDMENTS -WAC 51-54; 2006 IPC. STANDARDS AND AMENDMENTS -WAG 51-56. 51-57. SEA-NE. AALLL RATS STE ADORERS: 16400 SOUTHCENTER PRWY SEATTLE, WA. 981813 LEGACY PAITTNERs I TDKWRA 10855 NE 4TH ST. #812 BELLE3`UE. WA 90004 n,F601 SEATTLE OF SEATTLE m NOh 2623049021 PRD,IFCa DESCRIPTION. TANTENNAS (8 TOTAL, 4 PPTAE 5 ECC0TTT) µSEXISIiNc INNEW STALL TOTAL 4 PER SECTOR) TOAEYSON* ROOFTOP STRUCTURE LEGAL DESCRIPTION mm�.PAs,� "°"•'n`�"w"nMei>33.5"'4r6o°fa±: 6"EAv.. ,m'emA - sFv7A i m sn Icy i4c°r mw nm xe uloamma 1MR1I,A i -Two nm O m 6 SITE PERSPECTIVE telooi CONTRACTOR NOTE �n:E�mPma mx . i u a „" ,°N�a mo&Vo i iwrNo i°'°I.m""14141"*' " V; GENERAL NOTES 61. OF rums is Amwom m OF 1660 Fan Eseouveeve on.. MSS 0660-00 NI WT.. 061•1100 Leon. /6. PROM Mt 06300 PEC65/7. 06.1/..501.1105 06011.2 Kamm 6CiPlg'd1713‘.010.7"1E"TIrrOWW TO Inn serILMersra mil csAlW'um.T'mMUM. mr'5.61. 90•Wase 0.67 rot aru¢r ouxrn tt>7 MOW 010CIMM 1117.4.116 WmcroTIC'n SOUL( 16A mvW0v pL USW. E.„1.6E ernes Aorto � par ea OE 0.066 MEW. 50.19111.10. 61611. 610716011(0 100,400.1 reesoveL MOW. 10011 .6.00LIS WSW. le amt., evAnEs. =x'�`�'alloBm m TM " WRO.110.1. 051140416 WNW. 000.. 576 WM. 06066.60 0011 E01.0. COOTRW. MU. SOW 000. Mt WYE 006.161 Calf TO 01.00100. OX MOUT NE WORM. g cay0mm Av0 m1E 1,09 Pmrt 2" "7 A411v 1r, APPROVALS/ISSUE DATES SITE ALPHA ND: M1E 65069 A6 0'6140 Use Pomp AOWFWan fon Grar yen ppe Pandeoyon HmeM far Ioe0Okbne'm*wn nwd 2ena,A0 0.1OvesInee��6.:Oen Permit Vyeeer 5e, far Oarner and Engineering APP.. VERIZON WIRELESS CEO ERAWAR Oi S.01611S T"v 1. ENGINEERROYAL VERRON WIRELESS PROPERLY OWNER APPROVAL PROONAVE I =mums ARAE )Dnr SYMBOLS LIST slat xAsm stwom .0000 s116T 6--E- 0100010 —T --T— (6] '60100 CONFIDENT', Not tor. di... DRIVING DIRECTIONS s.__........n _ 16.06 WPORT vAE Awe MAO any um, voue(s)A7 REM. van ream 0.113 0.2 10 515T MT. 50. / 5011110161.0 POW .1. Rounq Rucellea co DA ea OEiN0r=d1u im gERTLE. tli 5511 WOE 0 Ism umzm<i mb sou m, lun mcg • PROJECT AREA SEE OA OVERALL SITE PLAN iKEY;E; MOIEl <>DIMINO MANG ®°x m, � (mut.)palmate oP pom,.LX (MACAO ,ms,,,,P J -r cm N.,,, EASEDDIT <>easniu Rance F, mmC Ir-111011.41AVE BEEN cola. ROB A 17 ($)7 gF vornec wa.zon .muss MEM.. FA5�110 WE0014 at -0- W III III III III III 111 III 111 111 III III III Ili III III 111 111 111 III III III Iro-u rosin wOmn mous NAwlu's EXISTING NORTHEAST ELEVATION 0' 10' zc s• 19' truE MP INN r. sum ton uxn: I' �> � mmc BUnnIx0 1H 111 III III III III 111 111 III III III Ill III III Ill 111 111 111 1H HI HI III HI IH III HI 1H III III III Ill III HI III 111111 PROPOSED NORTHEAST ELEVATION 0' 10' 20' s' 1s' IsccE t,• -02-o- WILE fon 11217,I.yr-0.1 xeytim <>PRO-POSED.03N mans eb• NAA O (4 ,oy, a moo KW <C>norosto MUM (PFA StN11MML) mumsN10020 N Om oIC .INI 00000 p,mixt IO OEXlsnno 102101 01101152 /MUM NO <>PIISn nw IE', % 1' o � T ,N 0 STRUCTURAL NOTES (TIME 110115 ARE TRF JM UNLESS X090 01 MAIM 01ERMSE 02 0"AI X45). Al ENID., DOINIAMPP, ONCIA AN CONSINCTION DM. ODEON TO DE DOE 017007109 ON RNC NAMES ME 10 RE TIE LARS' 11PN. ECIMAIMS AND stN8Nm5 =UM 0700 014 MAR SET{ MIND 0.00 0S mama NOWT MN MUM MOM IN SUNNY PMO. AMIN 11 MUM 1,950: 150105 OSE INN 901 ]5 P4 A 9070 LOAD 01101. OMR. B F. y FONDAITNPSF ON 5X0114 y- ISM p; RNVem 0 1.4 Rt `MBS) 4 - ION OMR" MANNA I-1.15 (WWMI611MN(22202R) 5000/00/ 518100 DESIGN LAAMMT' D SEL ME SA 90(00 (1190/A )1P = 050 55 (00) FP- IA (CtlOLHLXMS EONIPYEM( FP (CONW11000050249700) SB+ -BAN (Sa=1.129.1 FB- LC 050 ON 1.11./10325( X . 195 MAXIM DDS EO.01@R) na/M-10 ( EMALZIANAINTULDIAN A WM0 MADAM FOM NAM BE X1901090 TO MITT 10203506 AND NSERE01 UN5 ARE 052010ON M 552050 FOR M[ LATERAL FONO 0951000 5(5105 N AIC09M0 NM 950105105 ALO 1705 [41NE INC. SUPPORTING 0010AOP 2NALL 4111000 265 OF NE T REOUTRIADITTO51NE MAIN MINN 9110.11 N9EC101-MOIL N 001001 S 001 NOM9 RR OC SECTION 17011, EM AI I, TEMPT A4 00120 BY DE IWC ANSEEMEL MT 900N1 INSPECT= ITIA1 00016 91X1 BE 2 O002WNPF 251N MATER 110THE 2S SIMCRN4 ME M10 - 51NC19AL OSFSNA101 S NOT RONAO. 00P50101 NO 255701.1001 REPORTS 0141. BE 9110000 0" FAP OAT ON SEE WORTS XN0 NAPM. 551X45110 10 19 =DAC (6 NOM; MINED, NO MBINMATALMEL 5011CTM AL STEEL 09411 FAIIAICATON, ANO ERECTION Sell 0 0 10 075 5TINCMAL SIDI 8480040, 1745110501ANC VNITICA1011 FOR DIE OSION ACA101� NO BECTON ti SINES SWM £011910 TO ASN 0091 FSE5018 MM. A MES. ANON ROOS SHALL DERMA TO MA ONS, h' SS 19 STRUCTURAL 00050 SIM CONN Y 10 ASN 010 GRAN 0, EN - IS 0% 5411010 HALL 025700 TO ARM AU GRADE 0, E)- 05 X. BES CDRECTIL 2AMPAW11.IM 0010701.1"'15 WCOMM TO m NM NN Ts AWL CONTRACTOR O 22FROM % u�"C TEFL MIRIAM maAIP.'R4M1WFwvE¢ 10 snTST TEs ffi9000 X9000 SHALL 011AIW 0 0911'UNMORAL MONO Der, 000 01MR ALL ECOOM MARE NOT CALLED OM, IMPWAIN MET0M 10 SHALL BE PO TABLE 5SIDIU. BE ONE 0111 10 59 LOTT HYDROON 522 NADS01.1. 91000 NOM All RMI 9W150 ORE 0 0.19001011 .15900102 0 2280N0 0.1015 (09) CAMEO MAIDS MOIL STRUCTURAL ORMA NM BE X50 N 0001100 XIII ARCHITECTURAL RAL N LRNCA- NO TENNICAL DRAMS 100 VOID AND CONSTRUCTOR MT ==O ALL 11 011 NY 00 FNSONS NB 0 O O 401X15 FOR BEFORE PI000010, A10 OSTFPµOFS NNL BE OMNI N INE A19N1ON 0 THE ARMNR= BERME FRON001, 0HIRAC10TI 0 SE NOTINCTURAL0VL MECUM µ011011000109MX105 TOR ON O LOCAAM [r PM ACM OUR 109 010) 001005 AN MAILS NM NON SE CONTRACTOR NAM FE 70500900 0R 001111 5TAMM NO 1[1000µY AMMO AS NECESSARY 00L 7211AIs0194POT M0 STEMMA TME 05TN50. 0N01AC10-CM10 CRAMS 91NL BE MIMEO IN MING 01X1102X1101 ANO SIALICIIM. DOMED MAIMS 91011 ON SNP OMI 41X6 MLT MI NOT ANIMAL PRIOR TO S1µ1511 TIO REON01011TTAIN 01 O. NAVIN LOCATE GEM& AN 119¢10 BEIM OF CXSMUC151 510E 0!100.45 NE NOT 9E0RCAMT FORAM MT ASC 0 A 9+Xµ [MARAUD TO MAILS NON, SAM OEM. MIDI AM APPNPIAI BY TM ANMXECB T"1NX 011 S1RUC1 AL MUM101 RE UM MELT 0 000640 4010 CF 19500 TANEN 1010NAS RE0 TO ARCH. / TOM TO BEN PO 0 MAL 0/5-0- 1 =NC WAN MUM 020110194L10. 5000 13 0910 10At6 PROP09O NUN 0110!0 / ENDERS AMAMI `fFNFN / / OROOF PIAN i 114E 0/50' / / VAIANNT'0 DEMI CLANP, IIP. TIP h 110 3' STD PEE RAS PER PIAN 0 TO 01X100651 SEVIN NTW1E4 NEFlAEWRT MONKS RELOCAM1 PROM MST. 7S 10 NEW 1A, Tr. 04 -LOCATORS. OBRACE TO REAM CONNECTION SCP. 1 L 2 1/2 0 2 I/2 0 3/10, I/O EMIR EOM SNEER 5 PC%MALA EM sxAU. MON Au ®xxsms h MOM FOR COWMEN MDR ID MR2 11MAME 15 uESAO01 AEL NU. E NT 01PP GEV. wEn 3 WV OF ROOF MEMO EW EN IS O'-0'. A. Or OP IMTnM ELEVATOR 6 6, OPARTIAL PIATFORM FRAMING PLAN SCALE I fel'-p' PL 3/06' DEP II (A)//0 2 00.15 MAI OF (77-3/(1 Dolls OM 1 A O SECTION Ai SIL LOCATOR01510NEW 15 COMMIS 10 Eh 15 NEW 21/2 A 21/3. Po(i Fe OP IXACTI MAY Inc 1 0 FN. 4EEIER AO. 10GT0Ns E EWAN 6 OF DCu11PED LOCATORS SECTION September 30, 2016 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Rick Cardoza The Civil Engineering Group 14201 NE 200th St, Ste 100 Woodinville, WA 98072 RE: Request for Extension #1 Development Application No. D16-0092 Verizon Wireless — 16400 Southcenter Pkwy Dear Mr. Cardoza, This letter is in response to your written request for an extension. to Application Number D16-0092. The Building Official, Jerry Hight, has reviewed your letter and considered your request. It has been determined that the City of Tukwila Building Division will be extending your permit application an additional six months from the date of expiration, through March 31, 2017. If you should have any questions, please contact our office at (206) 433-7165. Sincerely, Bill Rambo Permit Technician File: Permit No. D16-0092 W:\Permit Cente,AExtension Letters\Applications\2016\D16-0092 App Extension Letter #1.docx 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 °/// Tr9: o 4//ji A (f 0/ RECEIVED CITY OF TUKWILA SEP 292016 PERMIT CENTER 11/4/1 Reoicc_ ecieAd fefrpt,/ ±(&-27z i40/) of Cf ffr /-(3 (°ePF)//'` Request for Extension # / Current Expiration Date: L` 14' Extension Request: /� Approved for /b j(/ days r — Denied (provide explanation) ya) i Signature/Initials P(L L_Q ..#,/ 9/2/2016 City of Tukwila Department of Community Development JEFF HERZOG 14201 NE 200TH ST - SUITE 100 WOODINVILLE, WA 98072 RE: Permit Application No. D16-0092 VERIZON WIRELESS 16400 SOUTHCENTER PKWY Dear JEFF HERZOG, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 4/1/2016, 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 APPROVED and is due to expire on 10/1/2016. 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 cooperation in this matter. Sincerely, Rachelle Ripley Permit Technician File No: D16-0092 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 e Fax 206-431-3665 April 26, 2016 City of Tukwila Department of Community Development JEFF HERZOG 14201 NE 200TH ST - SUITE 100 WOODINVILLE, WA 98072 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D16-0092 VERIZON WIRELESS - 16400 SOUTHCENTER PKWY Dear JEFF HERZOG, Allan Ekberg, Mayor Jack Pace, Director This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the following departments: PLANNING DEPARTMENT: LAURA BENJAMIN at (206)433-7166 if you have questions regarding these comments. • Adding antennas to an existing tower in a commercial or industrial zone requires a Wireless Communication Facility land use permit. Land use permit approval must be issued prior to issuance of a corresponding building permit. The Wireless Communication Facility land use permit application is available at http://tukwilawa.gov/wp- content/uploads/DCD-Apps-Wireless-Telecommunication-Facilities.pdf. The proposed modifications are outside the scope of wireless communication facility permit L15-0059. Please address the comments above in an itemized format with applicable revised plans, specifications, and/or other documentation. The City requires that two (2) sets of revised plan pages, specifications and/or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a 'Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections/revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, I can be reached at 206-431-3655. Sincerely, 7,9‘,/ Bill Rambo Permit Technician File No. D16-0092 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director April 28, 2016 NOTICE OF DECISION TO: LDC Attn: Jeff Herzog 14201 NE 200`h St., Suite 100 Woodinville, WA 98072 This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L16-0025 Applicant: Jeff Herzog, LDC on behalf of Verizon Wireless Type of Permit: Type II Wireless Telecommunication Facilities Permit Project Description: Replacement of six existing antennas and equipment upgrades to an existing non - concealed building -attached wireless telecommunication facility. Location: Associated Files: Comprehensive Plan Designation/Zoning District: 16400 Southcenter Parkway (PIN: 2623049021) PL 16-0022 RECEIVED Tukwila Urban Center -Regional Center (TUC-RlTY OF TUKWILA II. DECISION APR 2 9 2016 PERMIT CENTER SEPA Determination: The City SEPA Responsible Official has determined that this application does not require a SEPA threshold determination because it is categorically exempt. Decision on Substantive Permit: The Community Development Planning Manager has determined that the application for a Wireless Telecommunication Facility does comply with applicable City and state code requirements and has approved that application. Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov IIL YOUR APPEAL RIGHTS RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER The Decision on this Permit Application is a Type II decision pursuant to Tukwila Municipal Code §18.104.010. Other land use applications related to this project may still be pending. No administrative appeal of a DNS or an EIS is permitted. One administrative appeal to the Hearing Examiner of the Decision on the Permit itself is permitted. If an MDNS was issued, any person wishing to challenge either the conditions which were imposed by the MDNS decision or the failure of the Department to impose additional conditions in the MDNS must raise such issues as part of the appeal to the Hearing Examiner. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner decision. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Community Development Director's decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 -days of the issuance of this Decision, which is by May 12, 2016. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. V. APPEAL HEARINGS PROCESS Any administrative appeal regarding the Permit shall be conducted as an open record hearing before the Hearing Examiner based on the testimony and documentary evidence presented at the open record hearing. The Hearing Examiner decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. W:\Users\Valerie'Notice of Decision Page 2 of 3 4/28/2016 The City's decision to issue a DNS, an MDNS or an EIS is final for this permit and any other pending permit applications for the development of the subject property. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Valerie Lonneman, who may be contacted at 206-433-7140 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. The notice board must be removed at the expiration of the appeal period if no appeal is filed. Minnie Dhaliwal, Planning Supervisor Department of Community Development City of Tukwila RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER W:\Users\Valerie\Notice of Decision Page 3 of 3 4/28/2016 City of Tukwila Allan Ekberg, Mayor Department of Community Development - Jack Pace, Director STAFF REPORT TO THE DIRECTOR PREPARED April 28, 2016 NOTIFICATION: Notification is not required for this Type 2 permit. FILE NUMBER: L16-0025 APPLICANT: Jeff Herzog, LDC on behalf of Verizon Wireless PROPERTY OWNER: Radovich Properties, LLC REQUEST: Approval of a Type lI Wireless Telecommunication Facilities Permit for replacement of six existing antennas and equipment upgrades to an existing non -concealed building - attached wireless telecommunication facility. LOCATION: 16400 Southcenter Parkway (PIN: 2623049021) ASSOCIATED PERMITS: PL16-0022 SEPA DETERMINATION: Exempt COMPREHENSIVE PLAN DESIGNATION: Tukwila Urban Center -Regional Center (TUC -RC) ZONE DESIGNATION: Tukwila Urban Center -Regional Center (TUC -RC) STAFF: Valerie Lonneman, Assistant Planner ATTACHMENTS: Project Plans for Permit L16-0025 RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov FINDINGS Vicinity/Site Information Project Description The applicant is requesting approval of a Type II Wireless Telecommunication Facilities [WCF] Permit to modify an existing wireless facility located on the rooftop of the Southcenter Place multi story office building located at 16400 Southcenter Parkway. The project includes: • Replace six (6) existing antennas with six (6) new antennas. • Upgrade existing distribution and amplification equipment. Existing Development The existing building is located within a commercial, transit -oriented area that is expected to continue to infill and intensify with more retail, services, and entertainment uses. Surrounding Land Uses All surrounding developments are within the Tukwila Urban Center (TUC) zone, however the sub -zoning designation varies. The property to the south and south-east is zoned TUC -Pond, The parcels to the west (across Southcenter Parkway) are zoned TUC—Commercial Corridor, and the parcels to the north and east are zoned TUC -Regional Commercial. Background In 2006, the City adopted a Wireless Facilities Chapter (TMC 18.71) to the Zoning Code. The chapter provides specific location and design requirements for the placement of WCF within the City of Tukwila. RECEIVED CITY OF TUKWILA Location Selection GAPR Tukwila Municipal Code (TMC) provides a hierarchyof appropriate locations within the City. eneera y, co -locations and utilizing existing structures are favored over the development of new standalone WCF ptrifthe,Cit1:;YENTER TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility ZONING (1) TYPE OF FACILITY RESIDENTIAL COMMERCIAL INDUSTRIAL Transmission Tower co -location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co -location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 2(3) Non -concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) (2) (3) VL Zoning for any private/public property or right-of-way Residential – LDR, MDR, or HDR Commercial – O, MUO, RCC, NCC, RC, RCM, TUC, C/LI or TVS Industrial - LI, HI, MIC/L, or MIC/H Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. An applicant may request to install a non -concealed building attached facility, under TMC Section 18.58.150. Page 2 of 5 04/28/2016 The applicant is proposing to replace antennas and equipment on the roof of an existing building. This decision does not require the use of any new facilities for placement of the new antennas. The replacement antennas have a greater surface area than those they are replacing, therefore, the project does not qualify for the exemption in TMC 18.58.030 (see Figure 1). The height of the proposed replacement antennas is 77.0', which is less than the maximum height for the RC zoning district (85'). The proposed modifications are considered a Type 2 decision as the WCF is non -concealed and building attached within a commercial zone. Figure 1. SEA Mall Rats Antenna Comparison Chart Existing Antennas Qty Dimensions HxWxD Proposed Antennas Qty Dimensions HxWxD BXA-70063-8CF 2 94.6"x11.2"x4.5" QUAD336W0000 2 69.2"x22.0"x4.0" CWWX063XI9G00 4 75.0"x12.1"x7.0" OCT338KBU000X 4 96.0"x28.5"x7.5" RECEIVED Design Standards CITY OF TUKWILA The City provides specific design standards for the placement of WCF within the City of Tukwila. The table below indicates if the applicant's proposal complies with required standards. Table 1 (See TMC 18.58.070 for further details APR 2 9 2016 PERMIT CENTS General Requirements Project does comply Project does not comply Not Applicable Notes 1. Generators or other devices which will create noise must comply with TMC 8.22 regarding noise. X No new generators are proposed 2.Business License Requirement X No new business license is required. 3. Only safety signage must be placed on the WCF. X The applicant does not propose any signage. 4. Accommodations for parking for maintenance personal must be provided. X Parking is not affected by this modification. 5. Towers shall either maintain a galvanized steel finish or be painted a neutral color so as to reduce its visual obtrusiveness. X There is no tower involved, it is a rooftop installation. 6. The design of all buildings and ancillary structures shall use materials, colors, textures, screening, and landscaping that will blend the tower facilities to the natural setting and built environment. X No new buildings or structures are proposed. 7. Antennas shall have the same color scheme as the structure they are located on. X New antennas will be painted off-white to match the existing color scheme of the building. VL Page 3 of 5 04/28/2016 8. WCF poles and towers shall only have safety lights if required by a government agency. Project does comply Project does not comply X No lighting is proposed. 9. No advertising is permitted on WCF X X No advertising is proposed. 10. Each service provider shall be limited to an equipment enclosure of 360 square feet. X X Fenced rooftop equipment enclosure will not be modified; proposed equipment shall be located in the existing enclosure. RECEIVED CITY OF TUKWILA Table 2 (See TMC 18.58.0110 for additional information) Adding Antennas to Existing WCF Tower -Specific Standards Project does comply Project does not comply Not Applicable Notes FAY is L J Liji6 PERMIT CENTER 1. The proposed facility must meet the height requirements of the applicable zoning category. If the building where the facility is located is at or above the maximum height requirements, the antennas are permitted to extend a maximum of 3 feet above the existing roof line. X Proposed replacement antenna height is below the maximum permitted height of 85' for the Tukwila Urban Center -Regional Center District. 2. Antennas shall be painted to match the color scheme of the building(s). X New antennas will be painted to match existing equipment/building. 3. Feed lines and cables should be located below the parapet of the rooftop. If the feed lines and cables must be visible, they must be painted to match the color scheme of the building(s). X No change proposed. 4. If cabinet equipment cannot be located within the building where the wireless communication facilities will be located, then it must be located on the rooftop of the building. If screening is required, then the proposed screening must be consistent with the existing building in terms of color, style, architectural style and material. If the cabinet equipment is to be located on the ground, the equipment must be fenced with a 6 -foot -tall fence and materials shall be used to screen the equipment from view. X Distribution and amplification equipment will be upgraded; proposed to be located within the existing rooftop Verizon Wireless equipment shelter. VL Page 4 of 5 04/28/2016 CONCLUSIONS 1. As demonstrated in Tables 1 and 2, the project meets all applicable development standards for a Type 2 WCF. 2. The proposed modifications will not alter the surrounding land uses in terms of traffic and pedestrian circulation, building or site design. 3. The proposed project is in keeping with the goals and policies of the Comprehensive Land Use Policy Plan. RECOMMENDATIONS The recommendation to the Director of Community Development is to approve this application for a Type II Wireless Telecommunication Facility permit, as applied for by LDC on behalf of Verizon Wireless. Informational Item: VL 1. A building permit application is required prior to doing the proposed work. Please contact Permit Techs at 206- 433-7165 to obtain information about the building permit. RECEIVED :ATV OF TUKWILA APR 2 9 20F6 'ERMI T CENTER Page 5 of 5 04/28/2016 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0092 DATE: 05/10/16 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 16400 SOUTHCENTER PKWY Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division Public Works Fire Prevention Structural Planning Division ❑ Permit Coordinator n PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/12/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required ❑ Approved with Conditions ❑ Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 06/09/16 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire ❑ Ping 0 PW 0 Staff Initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D16-0092 DATE: 04/01/16 PROJECT NAME: VERIZON WIRELESS SITE ADDRESS: 16400 SOUTHCENTER PKWY X Original Plan Submittal Response to Correction Letter # Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: RW C, ' -4fr Building Division a CJS N/A - Public Works kwC,Cov>r-� -1 ire Prevention Planning Division Structural ❑ Permit Coordinator or PRELIMINARY REVIEW: Not Applicable n (no approval/review required) DATE: 04/05/16 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews) DUE DATE: 05/03/16 n Approved with Conditions ❑ Denied (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: ) 4 Departments issued corrections: Bldg D Fire'❑ Ping PW ❑ Staff Initials: 12/18/2013 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 4/29/2016 Plan Check/Permit Number: D16-0092 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner ❑ Deferred Submittal # RECEIVED CITY OF TUKWILA APR 2 9 2016 PERMIT CENTER Project Name: SEA Mall Rats Verizon Wireless Project Address: 16400 Southcenter Parkway Contact Person: Jeff Herzog Phone Number: 425-806-1869 Summary of Revision: Upon application for permit D16-0092 it was determined that a Land Use Application should be submitted. On 4/13/16 permit L16-0025 for a Type II Wireless Telecommunications Facility was submitted . On 4/28/16 a Notice of Decision was granted determining: A) the project does not require a SEPA, and B) the WTF does comply with applicable City and state code requirements. The Community Development Planning Manger approves this application. Please see the attached Notice of Decision and the supporting Staff Report to the Director. Please let me know if there are any other documents or citations you need. Sheet Number(s): (9) including the Revision Submittal sheet "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in TRAKiT on W:\Permit Center\Templates\Forms\Revision Submittal Form.doc Revised: August 2015 Cedar Industries Incorporated Horne Espaiiol Contact Safety & Health Claims & Insurance 0 Washington State Department of Labor & Industries !Search L&I Page 1 of 2 SEARCH A -L Index Help My L&I Workplace Rights Trades & Licensing Cedar Industries Incorporated Owner or tradesperson Principals MOORE, RANDAL D, PRESIDENT MOORE, TERESA L, VICE PRESIDENT Doing business as Cedar Industries Incorporated WA UBI No. 602 869 930 12709 268TH AVE CT E BUCKLEY, WA 98321 360-829-5160 PIERCE County Business type Corporation Governing persons RANDAL D MOORE TERESA LEIGH MOORE; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. 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