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Home My WebLink AboutPermit D18-0032 - AT&T MOBILITY - RADIO TOWER CELL SITE UPGRADES AND MAINTENANCEAT&T MOBILTY 1222851sTPLS D18-0032 Parcel No: Address: Project Name: C City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov 0179001955 12228 51ST PL S AT&T MOBILITY DEVELOPMENT PERMIT Permit Number: D18-0032 Issue Date: 9/13/2018 Permit Expires On: 3/12/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: Address: WANG JOHN P+JEAN Y CHEN 220 141ST AVE NE , BELLEVUE, IL, 98007 ANTHONY MISTRETTA 1351 E IRVING PARK RD , ITASCA, IL, 60143 MASTEC NETWORK SOLUTIONS INC (CONST) 806 S DOUGLAS RD 11TH FLOOR , CORAL GABLES, FL, 33134 MASTENS876KN MASTEC NETWORK SOLUTIONS 22263 68TH AVE S , KENT, WA, 98032 Phone: (630) 228-6229 Phone: (866) 545-1782 Expiration Date: 5/14/2019 DESCRIPTION OF WORK: AT&T EQUIPMENT UPGRADES AND MAINTENANCE ON EXISTING RADIO TOWER CELL SITE. Project Valuation: $20,000.00 Type of Fire Protection: Sprinklers: NO Fire Alarm: NO Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $865.97 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: 2017 2017 2017 2015 Public Works Activities: Channelization/Striping: Curb Cut/Access/Sidewalk: Fire Loop Hydrant: Flood Control Zone: Hauling/Oversize Load: Land Altering: Landscape Irrigation: Sanitary Side Sewer: Sewer Main Extension: Storm Drainage: Street Use: Water Main Extension: Water Meter: Volumes: Cut: 0 Fill: 0 Number: 0 No Permit Center Authorized Signature: Date: I hearby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: EC/wt K (/'CG. S Date: 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. elk PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING 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. 27 /-6/°3 Project No. Date Application Accepted: 601/07% V Date Application Expires: 4e/D 7 //k (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION King Co Assessor's Tax No.: Site Address: 12228 51st Place South Seattle, WA 98178 Suite Number: Floor: Tenant Name: AT&T Mobility New Tenant: ❑ Yes J..No PROPERTY OWNER Name: Drew Parker Name: John Wang City: Itasca State: IL Zip: 60143 Address: 12228 51st Ave S. Email: drew.parker@mastec.com City: Seattle State: WA Zip: 98178 CONTACT PERSON — person receiving all project communication Name: Drew Parker Address: 1351 E. Irving Park Road City: Itasca State: IL Zip: 60143 Phone: (630) 634-4932 Fax: (630) 250-1353 Email: drew.parker@mastec.com GENERAL CONTRACTOR INFORMATION Company Name: MasTec Network Solutions Address: 1351 E. Irving Park Road City: Itasca State: IL Zip: 60143 Phone: (630) 634-4932 Fax: (630) 250-1353 Contr Reg No.: Exp Date: Tukwila Business License No.: H:Upplicatiots':Fmms-Applications On Line 12011 Applicatiors\Pcmit Application Revised - 8-9-11.docs Revised: August 2011 bh ARCHITECT OF RECORD Company Name: MasTec Network Solutions Engineer Name: Raphael Mohamed Company Name: City: Cary State: NC Zip: 27513 Phone: (919) 674-5895 Fax: Architect Name: kv , City: \461_1\..A. Address: State: k,,* Zip: CM537 City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD Company Name: MasTec Network Solutions Engineer Name: Raphael Mohamed Address: 1000 Centergreen Way, Suite 300 City: Cary State: NC Zip: 27513 Phone: (919) 674-5895 Fax: Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) 444 Q _\,.., �1 Name: .- Ls, Address: �� % kv , City: \461_1\..A. State: k,,* Zip: CM537 Page 1 of 4 BUILDING PERMIT INFORMATION — 206-431-3670 Valuation of Project (contractor's bid price): $ 20,000 Describe the scope of work (please provide detailed information): AT&T equipment upgrades and maintenance on existing radio tower cell site. Will there be new rack storage? ❑ Yes Existing Building Valuation: $ 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 fl): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No lf"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 21 None ❑ .......Other (specify) Will therc be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms-Applications On Line12011 Applications\Pcrmit Application Revised - 8-9-1 Ldocs Revised: August 2011 hfi Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1$1 Floor See drawings 2'd Floor 3" Floor Floors that 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 fl): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes 0 No lf"yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm 21 None ❑ .......Other (specify) Will therc be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No If "yes', attach list of materials and storage locations on a separate 8-1/2"x 11" paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑....... On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. H:1Applications\Forms-Applications On Line12011 Applications\Pcrmit Application Revised - 8-9-1 Ldocs Revised: August 2011 hfi Page 2 of 4 PUBLIC WORKS PERMIT INFORMATION — 206-433-0179 Scope of Work (please provide detailed information): See attached CDs. Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila 0...Water District #125 0 ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ❑...Valley View ❑...Sewer Availability Provided ❑ .. Highline 0 .. Renton ❑ .. Renton ❑ .. Seattle Septic System: 0 On-site Septic System — For on-site septic system, provide 2 copies of a current septic design approved by King County Health Department. - Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) 0 ...Bond 0 .. Insurance 0 .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right-of-way 0 Non Right-of-way ❑ ...Total Cut ❑...Total Fill ❑ ...Sanitary Side Sewer 0 ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention cubic yards cubic yards - ire Protection rrigation F 0 .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑...Traffic Impact Analysis ❑ ... Hold Harmless — (SAO) ❑...Hold Hannless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours 0 .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line Domestic Water 0 ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public 0 ❑ ...Water Main Extension Public ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding WO# Wo # WO # ❑...Deduct Water Meter Size Private ❑ Private 0 FINANCE INFORMATION Fire Line Size at Property Line Number of Public Fire Hydrant(s) ❑ ...Water ❑ ...Sewer ❑ ...S'ewage Treatment Monthly Service Billing to: Name: Day Telephone: Mailing Address: City State Zip Water Meter Refund/Billing: Name: Mailing Address: Day Telephone: City State Zip HMpplications\Forms-Application: On Line1201 I ApplicationsTemtit Application Revised - 8.9-11.ducx 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING O .HER OR AUTHORIZED AGENT: Signature: �i Date: 01/03/2018 Print Name: Drew Parker Day Telephone: (630) 634-4932 Mailing Address: 1351 E. Irving Park Road Itasca IL 60143 City State Zip Fl:lApplicalionalomrs-Applicalions On Line -1011 ApplicatiortsTermit Application Revised - 8-9-1I.docx Revised. August 2011 bb Page 4 of 4 COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application. You may request a waiver from items on the checklist that are not applicable to your project. Please discuss this waiver request with City staff either at a pre - application meeting or at the time of application submittal. Application review will not begin until it is determined to be complete. Within 28 days of receiving your application, City staffwill determine if it is complete based on the attached checklist. If not complete City staffwill mail you a letter outlining what additional information is needed. If you do not submit requested materials within 90 days from the City's request for additional information the City may cancel your application. Check items submitted with application Information Required. - Additional materials may be required. APPLICATION MATERIALS: Items 1-9 are required for ALL Wireless Telecommunication Facilities. Pending Items: 4, 5, 1. Application Checklist (1 copy) indicating items submitted with application. x 2. Completed Application Form and drawings (5 copies). Market will provide. 3. Four sets of plans prepared by a design professional. The plans shall include a vicinity map, site map, architectural elevations, method of attachment, proposed screening, location of proposed antennas, and all other information which accurately depicts the proposed project. Minimum size is 8 1/2" x 11". Plans shall be no greater than 24" x 36". x 4. Application Fee: See Land Use Fee Schedule. X 5. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). N/A 6. SEPA Environmental Checklist. SEPA is not required when the facility: i) Is a microcell and is to be attached to an existing structure that is not a residence or school and does not contain a residence or a school; ii) Includes personal wireless antennas, other than a microcell, and is to be attached to an existing structure (that may be an existing tower) that is not a residence or school and does not contain a residence or school, and the existing structure to which it is to be attached is located in a commercial, industrial, manufacturing, forest or agriculture zone; or iii) Involves constructing a personal wireless tower less than sixty feet in height that is located in a commercial, industrial, manufacturing, forest, or agricultural zone. x 7. A letter from the applicant describing the proposed project and describing compliance with the City's Code requirements stated in TMC Section 18.58. Include statement whether the proposal is considered a "substantial change" or not as defined by the FCC rules and TMC Section 18.58.200. N/A 8. Sensitive Area studies and proposed mitigation (if required). N/A 9. If an outdoor generator is proposed, a report prepared by an acoustical engineer demonstrating compliance with TMC Section 8.22, "Noise". If the application requires a Type 2 review these additional items are needed: 10. Four sets of photo simulations that depict the existing and proposed view of the A9Aq.5�y 11. Materials board for the screening material; rir.`.o :1; 12. Landscaping plan; CITY OF 1 iit6;r`JIL 13. Letter from a radio frequency engineer that demonstrates that the facility meets Federal requirements for allowed emissions; MAY 11 2018 14. If the facility is located within a residential zone, a report from a radio frequency engineer explaining the need for the proposed wireless communication facility at that localliegmelsaitiotimayeavc R W:\ SHAREPOINT FOLDER RESTRUCTURE1Referenee\APPLICA]IONS - Land Use Apps & Handouts\CURRENT LAND USE APPLICATIONStiDRAFT Wireless Communication Faciliry.docs Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT I QUANTITY PAID $865.97 D18-0032 Address: 12228 51ST PL 5 Apn: 0179001955 $865.97 Credit Card Fee $25.22 Credit Card Fee R000.369.908.00.00 0.00 $25.22 DEVELOPMENT $816.15 PERMIT FEE R000.322.100.00.00 0.00 $491.91 PLAN CHECK FEE R000.345.830.00.00 0.00 $319.74 WASHINGTON STATE SURCHARGE 8640.237.114 0.00 $4.50 TECHNOLOGY FEE , $24.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R13741 R000.322.900.04.00 0.00 $24.60 $865.97 Date Paid: Wednesday, February 07, 2018 Paid By: RYAN EDEN Pay Method: CREDIT CARD 050550 Printed: Wednesday, February 07, 2018 2:16 PM 1 of 1 CifailiWYSTEMS AAR TESTING LABORATORY, INC. 7128 180th Avenue Northeast, Suite C101 Redmond, Washington 98052 (425) 881-5812 1 0 (425) 881-5441 1 F www.aartesting.com January 29, 2019 AAR Project Number: 19-0621 Will Tooker RH Brown 12 South Idaho Street Seattle WA 98134 SUBJECT: Final Report Arizona Tile 11060 Tukwila International Blvd Tukwila, WA 98168 Permit No. D18-0332 Dear Will Tooker This is to advise you that special inspections are completed on the above referenced project. The following inspections was required and copies of our inspection reports have been forwarded to you. Proprietary Anchors for Storage Racks To the best of our knowledge all work inspected conformed to City of Tukwila approved plans, specifications, IBC and related codes and/or verbal or written instructions from the Engineer of Record. Sincerely, AAR TESTING LABORATORY, INC. Teajalam (TJ) Gounden Vice President tgounden@aartesting.com cc: e180c69a-fe7b-4a55-ab70-3dd1c8014544 CONFIRMATION #: ..s. tii:C•::5.. A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881-5812 REDMOND, WA 98073 FAX: (425) 881-5441 AD ...................... a�� .. --''r\) R. ..aili VC ARCHIT.EC`: REKTOR OWNS !? z () PERMIT.N :TIME: / TEMP:I r\,0 r N_.\P1 I+ c>\ \V, a .0\ \\<"‘ (A..„ „ /2, e \(-0 \ \ )fib 0,1., d\ mer [V" -- INSPECTOR ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING IS STRICTLY FORBIDDEN. CONFIRMATION #: A.A.R. TESTING LABORATORY, INC. P.O. BOX 2523 Phone: (425) 881-5812 REDMOND, WA 98073 FAX: (425) 881-5441 CuEhrnf. 44-T,1:••• ADDRESS: FILENO: JETirk Zona t ADDRESS: . 0 60 & Zrf 6 ENGINEER: • ARCHITECT: 4 *"3 CONTRACTOR::::.:.? PERMIT NO: TEMP: ow\ 6,Qc 1,3c• (+).4-Q\-- ( xcj1/4 or‘criovc\c ON;) sexv vie c\OcAyNteN-i9 y.„‘ c\( 4\\;\ () Si2:j •0, A7444 Se\ .ckik c\c‘o rN) INSPECTOR ALL REPORTS ARE CONSIDERED CONFIDENTIAL AND ARE THE PROPERTY OF THE CLIENT AND A.A.R. TESTING LABORATORY, INC. REPRODUCTION EXCEPT IN FULL, WITHOUT THE WRITTEN CONSENT OF A.A.R. TESTING IS STRICTLY FORBIDDEN. SITE PHOTO -- r �--� at&t 070 "1LE CAPITOL 1-3005 UTILE CAAPI AR 7E RN 1006 • J = CLIENT SITE ID: SC 15 .�. .•. Raphael Mohamed tr ,ti �. ""'°°�,,,,," SITE NAME: ALLENTOWN 2 u SITE ADDRESS: 12228 51ST PLACE SOUTH .• .1...- atsct SEATTLE, WA 98178 CORRECTION �� FA #: 10092529 LTR# --PANS PREPA •,: Network NORTH DTN a sTe c Solutions LITRE ROCK. AR 72117 501-260-7633 w R• PTN #: 3801 AODBTL/3801 AODBFY/3801 AODBDB SITE TYPE: 99'-10" MONOPOLE �,eaOv WAS>�N4t1tl0 V Nq A, 4.214 4 o 01/SILRti ' PROJECT INFORMATION LOCATION MAP AERIAL MAP INDEX OF DRAWINGS SITE INFORMATION y ', ' r , - - , SHEET DESCRIPTION ,REV DATE ¢ 1 C \\ _4.� SITE NAME: ALLENTOWN 2 FA 10092529 •1l �` 1 ;�`4. ti T-1 TITLE SHEET , 1 03/28/18 �: PTN #: 3801AODBTL/3801AODBFY/3801AODBDB y I \ » - r •R• J:''' - — GN -1 tGENERAI NOTES J_1 03T2�18 ,t� e AL. EXPIRATION: 6/9/2018 03/28/18 LATITUDE: 47 29' 36.6252"N 47.493507) y �� t ��' _ _ �, - GN -2 - - - GENERAL NOTES ! 1 1 03/28/18 LONGITUDE: 122" 16' 15.423'W (-122.270951') '` c•, ,, r ..- • • I ` �e \ \ + 9', •. A-1 SITE PLAN 1 03%28/18 SITE ADDRESS: 12228 51ST PLACE SOUTH i= , a Tr, s ° t. _ 4, \` �• A-2 EXISTING & PROPOSED EQUIPMENT PLAN 1 03/28/18 SEATTLE, WA 98178 Z' s• `r _ • , _.� !! A-3 EXISTING & PROPOSED SOUTH EAST ELEVATION 1 1 03/28/18 1 HEREBY CERTE?1H T HESE RAMS YOE PREMED BY 1E CR UNDER MY DIRECT SUMMON NO TENT I AAI A DULY COUNTY: KING nr 6':0,,61 I' ` \ . a f K , 1 I .\ , i �- A-3.1 EXISTING & PROPOSED NORTH WEST ELEVATION I 1 03/28/18 JURISDICTION: TUKWILA t 1ty +N \ r _ V nth Base \ 4. `"� A-3.2 A-3.3 EXISTING & PROPOSED SOUTH WEST ELEVATION I 1 EXISTING &_PROPOSED NORTH EAST ELEVATION 1-1 03/26716- 03/28/18 ICOS'TERED ENGNCFR RIDER 1HE LAWS OF TFC ` STATE OF NRSHNGTON" ZONING CLASSIFICATION: MCH TYPE: II -B ALLENTOWN �,` �.� ��` s -7--AILENTOWN - �, - -, :•I A-4 EQUIPMENT DETAILS 1 03/28/18 CONSTRUCTION OCCUPANCY: U r J .I r,' `�= r •� A-5 EXISTING ANTENNA PLAN & EQUIPMENT SCHEDULE 1 1 03/28/18 , SVT REVISIONS -t-yt-,— - • PROPOSE STRUCTURE USE: TELECOM y r+ r 1 ` 1 1 !; ` 4 A-6 PROPOSED ANTENNA PLAN & EQUIPMENT SCHEDULE I 1 03/28/18 APPLICANT INFORMATION ' '' I I 1 ! ''. \ 1•a• t`+ `� G-1 GROUNDING SCHEMATIC PLAN 1 03/28 18 A 11/20/17 907G CDS BPS APPLICANT/LESSEE: AT&T MOBILITY S'`';tr'' SITE w�. r� __I_____;,..I" i1s� 1 's. 0-2 GROUNDING DETAILS 1 1 03/28/18 0 _____ 12/14/17 FOR OONSTRUCTION SPP RTC BUILDING 3 5126 f S h° - i I __ — ADDRESS: 16221 NE 72ND WAY. D y rukw+ia , ` l ukv.day 11°' -_ - _,_--. — ____j_ -----1—" ----- - ®03/28/18 CUB4T COMMENTS ; SBA REDMOND, WA 98052 A niftily Centel '". °4 (iliaenter Y -- --- PROPERTY OWNER Vis, s _ •2:7 NAME: JOHN WANG 12228 51St AVE S ., BECUA „ p' _ { �2y1h s j �,� �t3ECU!+. f` > CODE COMPLIANCE SEATTLE, WA 98178 ^ n , y . 8 : / \ v o,�� s, " �, .av Na TO SCALE 3'" NORTH u�.. n uc,n c� .•.�„� CM �4 . atey.alf _ r•`` a 3 \ Cprpgret ^e,Ser • �- ,, .' "' k t t� . ♦ d, , `•.. - „� J, - - - . =�' ALL WORK AND MATERIALS SHALL BE PREFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCATION GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: NOT FOR CONSTRUCTION UNLESS , LABELED AS CONSTRUCTION SET • PROJECT TEAM SCOPE OF WORK DIRECTIONS 2015 20150 NTERNATIONAL BUILDING CODE NT�ERNATIONNAL EIRE GOCONSERVATION CODE CONSTRUCTION MANAGER THIS IS NOT AN ALL INCLUSIVE UST. CONTRACTOR SHALL USE SPECIFIED EOUIPMENT PART OR ENGINEER APPROVED EQUIVALENT. CONTRACTOR DEPART FROM: 16221 NE 72ND WAY, RTC 3, BOX 97061, REDMOND, WA 98052 2015 2015 2015 NTERNATIONAL FUEL GAS CODE NTERNATIONAL MECHANICAL CODE NTERNATIONAL RESIDENTIAL CODE THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. NAME: MASTEC, NETWORK SOLUTIONS SHALL VERIFY ALL NEEDED EQUIPMENT TO PROVIDE A FUNCTIONAL SITE. THE PROJECT GENERALLY CONSISTS OF THE FOLLOWING: 1. GET ON WA -520 W FROM BEAR CREEK PKWY AND LEARY WAY 2015 NTERNATIONAL WILDLAND-URBAN CODE CONTACT: RON EVENSON PHONE: (253) 246-43482. LTE 2C/5C/6C: MERGE ONTO WA -520 W 3. TAKE THE INTERSTATE 405 S EXIT TOWARDS PENTON APPROVALS (6) EXISTING PANEL ANTENNAS 4. MERGE ONTO 1-405 S PROJECT MANAGER -REMOVE 5. KEEP LEFT TO STAY ON I-405 S NAME: MASTEC, NETWORK SOLUTIONS CONTACT: DANIEL KELLY -REMOVE (6) EXISTING TMA'S -REMOVE EXISTING PLATFORM MOUNT -INSTALL (6) PROPOSED PANEL ANTENNAS 6. TAKE THE INTERSTATE 5 N EXIT TOWARDS SEATTLE 7. MERGE ONTO {-5 N 8. USE THE RIGHT LANE TO TAKE EXIT 156 FOR WA -599 N DATE: PROPERTY OWNER/LANDLORD: �'?".44�;11d'» Sc 15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY PHONE: (253) 246 4348 -INSTALL (9) PROPOSED RRH'S -INSTALL (1) PROPOSED DC6 SURGE SUPPRESSOR (SQUID) TOWARDS TUKWILA c `"" ``' '"" ” "'"� MASTEC SITE ACQUISITION: :'�`"�• �.. (� „xill �' SITE DESIGN 9. KEEP RIGHT, FOLLOW SIGNS FOR INTERURBAN AVENUE NAME: MASTEC, NETWORK SOLUTIONS -INSTALL (1) PROPOSED RAYCAP 10. TURN LEFT ONTO INTERURBAN AVE S MASTEC ROOM READY: ADDRESS: 1000 CENTREGREEN WAY, SUITE 300 -INSTALL (1) PROPOSED DC TO DC CONVERTER -INSTALL27513 (4) PROPOSED CONVERTER MODULES 11 TURN RIGHT ONTO 42ND AVE S/ALLENTOWN BRIDGE 12. TURN RIGHT ONTO S 124TH ST MASTEC CONSTRUCTION MANAGER I AV 11 7f1',$ CIN, STATE, ZIP: CARY,RAPHLNMOHAMED CONTACT:NE:(919) L674 -INSTALL (1) PROPOSED 2C BCEM CARD -INSTALL (1) PROPOSED 5C BCEM CARD 13. SHARP LEFT ONTO 51ST PLS i VC," 4."" MASTEC LTE PROJECT MANAGER. PHONE: (919) -5895 -INSTALL (1) PROPOSED 6C BCEM CARD ' ARRIVE AT: 12226 51ST PLACE SOUTH, SEATTLE, WA 98178 AT&T: SHS TILE�� TITLE SHEET -INSTALL (1) PRO HD PLATFORM WITH COLLARS & ENHANCED ��f'� I �ENT DESIGN CRITERIA SUPPORT RAIL REVISIONS TELECOMMUNICATIONS FACILITY DESIGNED PER THE CRITERIA BELOW No changes shall he made to the TO OBTAIN LOCATION OF PARTICIPANTS 1. WIND LOAD PER 2015 IBC W/ SUBSEQUENT SUPPLEMENTS A ULTIMATE WIND SPEED: 110 MPH, 3 SEC. GUST. B. WIND IMPORTANCE FACTOR: 1.0 UNMANNED TELECOMMUNICATIONS FACIUTY BUILDING CATEGORY II. C. �-. . ,: of work �1�1#I Ic ;t r'or approve 1 Tukwila Bu'' ling D!vlsir n NOTE: ROVi31093 VIlll r� uire ci nE.v a G�sn .cope a a '•UbrTlltt$i UNDERGROUND FACILITIES BEFORE YOU DIGIN WASHINGTON, CALL UTILITY • �` NOTIFICATION CENTER - L ® TOLL FREE: 1-800-424-5555 OR - www.callbeforeyoudig.org SHEET NUMBER T-1 C. WIND EXPOSURE: 2. DEAD LOAD: 1 _ '- . +i �••y r„.,.,..u,...,.....,_ _1V'1 I ,1,-1.'-''' : to ^ D D. ' L uKAWINGS - VVASHINGTON STATUTE r ASHINGTONSTA U REQUIRES , Know what $ below. MIN A EQUIPMENT WEIGHT PER MANUFACTURER DATA 3. SEISMIC LOAD DOES NOT GOVERN THIS DESIGN. CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ARCHITECT OR ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. WORKING DAYS NOTICE Cali beforeOU dl BEFORE YOU EXCAVATE i g' rLLC LeT Permit No. D\(6/Mifiti 7 t Plan review approval is subject to c„xs 1 Approval of construction docu: en: to violation of any adopted ccc Of approved Field Copy and uV. 9y: Date: PAV/ City of Ti::.' -.'a BUILDING DIViSiON M�:anfcat , 4 xtr�cai m Plumbing I 'Czs Piping C :f' of Tt:%':/ila Eta ' n'•Vi.=s1ON REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 . k \\ V-19 City of Tukwila BUILDING DIVISION m x N N LIMITS OF LIABILITY : MNS HAS MADE EVERY EFFORT TO CREATE COMPLETE AND ACCURATE CONTRACT DOCUMENTS WITH THE BEST INFORMATION AVAILABLE AT THE TIME OF THEIR COMPLETION. CONTRACTORS ARE CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE CONTRACT DOCUMENTS MAY OCCUR AND SHALL NOT EXCUSE THE CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THE DOCUMENTS. REFERENCE ADMINISTRATIVE REQUIREMENTS. CONTRACT DOCUMENTS: 1. THE CONTRACT DOCUMENTS INCLUDE THE AGENCY APPROVED PROJECT SPECIFICATIONS, PLANS AND THEIR LATEST REVISIONS, ADDENDA, AND CLARIFICATIONS. THE CONTRACT DOCUMENTS MAY ALSO INCLUDE NETWORK CARRIER STANDARDS FOR INSTALLATION OF TELECOMMUNICATION EQUIPMENT. 2. THE CONTRACTOR SHALL KEEP A MINIMUM OF ONE SET OF CONTRACT DOCUMENTS ON FILE IN THE PROJECT OFFICE AT THE JOB SITE. COPIES OF THE PROJECT DOCUMENTS USED BY SITE STAFF SHALL BE UP TO DATE WITH PROJECT OFFICE COPY. 3. THE CONTRACTOR SHALL NOTIFY THE PROJECT TEAM OF ANY ERRORS, OMISSIONS, AND INCONSISTENCIES FOUND IN THE CONTRACT DOCUMENTS. THE NOTIFICATION SHALL BE GIVEN BOTH VERBALLY AND IN WRITING WITHIN 24 HOURS OF DISCOVERY. 4. IF AN ERROR OR OMISSION IN THE PROJECT DOCUMENTS REQUIRES RECTIFICATION, THE CONTRACTOR SHALL SUBMIT A PROPOSAL TO THE PROJECT TEAM TO RECTIFY THE ISSUE. THE PROPOSAL MUST BE APPROVED PRIOR TO WORK. 5. THE CONTRACT DRAWINGS ARE PREPARED TO SCALE WITH THE BEST KNOWLEDGE OF THE SITE GIVEN TO MNS. WHERE DIMENSIONS ARE NOT SHOWN IN THE DRAWINGS, THE CONTRACTOR SHOULD CLARIFY WITH THE PROJECT TEAM WHEN THE INFORMATION IS CRITICAL TO PROPER INSTALLATION 6. THE CONTRACTOR SHALL DOCUMENT ALL CHANGES ANS SUBSTITUTIONS ON THE PROJECT OFFICE COPY OF THE CONTRACT DOCUMENTS 7. WHEN FABRICATION OF STRUCTURAL ITEMS ARE REQUIRED, IT MAY BE NECESSARY TO SUBMIT SHOP DRAWINGS FOR REVIEW BY MNS. SEE STRUCTURAL NOTES 8. DEFERRED SUBMITTALS ARE REQUIRED FOR MATERIALS TO BE PROVIDED BY THE CONTRACTOR. WHERE MATERIALS IN THE PLANS ARE DESIGNATED AS PROVIDED BY CONTRACTOR, THE CONTRACTOR SHALL SUBMIT THE PREFERRED MATERIAL TO THE PROJECT TEAM FOR REVIEW ND APPROVAL TO WORK. ADMINISTRATIVE REQUIREMENTS: 1. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED (INCLUDING FEES) TO COMPLETE THE WORK DESCRIBED BY THE CONSTRUCTION DOCUMENTS. 2. PRIOR TO BIDDING, THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF THE PROJECT SITE AND CONTRACT DOCUMENTS TO UNDERSTAND THE DESIGN AND CONDITIONS AFFECTING THE WORK TO BE PERFORMED. ANY ERRORS, OMISSIONS, AND DISCREPANCIES MUST BE SUBMITTED TO THE PROJECT TEAM VERBALLY AND IN WRITING. 3. THE CONTRACTOR SHALL PROVIDE A WARRANTY FOR WORK FOR A PERIOD OF ONE YEAR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INTERIOR, AND/OR IMPROPER MATERIALS, DAMAGED GOODS, ND/OR FAULTY WORKMANSHIP. ALL ROOFING AND WATERPROOFING MUST BE WARRANTED FOR A PERIOD OF TWO YEARS. THE PERIOD BEGINS AT SUBSTANTIAL COMPLETION OF THE PROJET. 4. THE CONTRACTOR SHALL PROVIDE SHALL PROVIDE A COPY OF LICENSE AND INSURANCE TO THE TELECOMMUNICATION CARRIER. SITE SAFETY. 1. THE CONTRACTOR SHALL PROVIDE OSHA COMPLIANT PROTECTION FOR THE SAFETY OF THE SITE STAFF AT ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 2. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM DIRT AND DEBRIS. SURFACES SHALL BE CLEANED OF GREASE, PAINT, OR OTHER MATERIALS NOT SPECIFIED IN THE CONSTRUCTION DOCUMENTS. 3. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE SECURITY OF THE PROJECT SITE AREA. 5. WHERE WORK REQUIRES OPEN HAZARDS TO SITE STAFF, THE HAZARD SHALL BE TEMPORARILY MITIGATED TO OSHA STANDARD UNTIL THE HAZARD IS CLOSED. 6. SEE STRUCTURAL NOTES. UTILITY REQUIREMENTS 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY AGENCIES PRIOR TO WORK WITH UTILITIES. 2. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO WORK. 3. CONTRACTOR TO PROTECT, REPLACE AND/OR REROUTE ANY EXISTING UTILITIES ENCOUNTERED DURING THE COURSE OF WORK. SPECIAL CONSIDERATIONS FOR WEATHERPROOFING: 1. ALL PENETRATIONS TO EXISTING STRUCTURES MUST BE SEALED WITH APPROVED WEATHERPROOFING. IF WEATHERPROOFING IS OMITTED, CONTACT THE PROJECT TEAM FOR CLARIFICATION OR PROVIDE A WEATHERPROOFING PROPOSAL FOR APPROVAL. 2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE EXISTING ROOFING CONTRACTOR OF RECORD FOR ANY AUGMENTATION TO THE ROOF MEMBRANE, AND HAVING THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S EXISTING WARRANTY. WORK REQUIREMENTS: 1. ALL WORK MUST BE PERFORMED DURING THE OWNERS PREFERRED HOURS. 2. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 3. ALL WORK PERFORMED ON THE PROJECT SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND STANDARDS. SEE STRUCTURAL NOTES. 4. IF INSPECTION OF WORK IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE INSPECTION ENTITY 24 HOURS IN ADVANCE OF THE WORK TO BE PERFORMED. 5. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY AGENCIES PRIOR TO WORK WITH UTILITIES. REFERENCE UTILITIES SECTION. 6. THE CONTRACTOR SHALL COORDINATE ON-SITE STORAGE WITH OWNER IN ADVANCE OF WORK. PERMITS MAY BE REQUIRED FOR STORAGE ON PUBLIC RIGHT OF WAY. 7. ALL NEW CONSTRUCTION SHALL MATCH EXISTING CONSTRUCTION IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE CONSTRUCTION DOCUMENTS. 8. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROTECT EXISTING WORK FROM DAMAGE DURING THE COURSE OF WORK FOR THIS PROJECT. 9. THE CONTRACTOR SHALL PROVIDE WORK WHICH IS LEVEL, PLUMB, AND WITHIN TOLERANCES SPECIFIED BY CODES AND STANDARDS INCLUDED IN THE STRUCTURAL NOTES. 10. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT MATERIAL ACCORDING TO MANUFACTURES SPECIFICATIONS UNLESS NOTED OTHERWISES OR WHERE LOCAL CODES OR OREINANCES TAKE PRECEDENCE. 11. ANY SUBSTITUTIONS OF MATERIALS MUST BE APPROVED BY THE PROJECT TEAM IN WRITING. 12. THE CONTRACTOR SHALL SUPPLY ALL MATERIALS INCIDENTAL TO THE WORK DESCRIBED BY THE CONTRACT DOCUMENTS. 13. THE CONTRACTOR MUST RESTORE ALL PORTIONS OF THE PROJECT SITE TO IT'S PRE -WORK CONDITION. WHERE THE WORK PERFORMED DOES NOT ALLOW FOR PRE -WORK RESTORATION, WORK AREAS MUST BE REPAIRED OR REPLACED TO MATCH EXISTING FINISH AND SITE GRADING. 14. THE CONTRACTOR IS RESPONSIBLE FOR ALL DISPOSAL OF DEBRIS AND ITEMS WHICH ARE SPECIFIED TO BE REMOVED IN THE COURSE OF WORK. CAST -IN PLACE CONCRETE: 1. ALL CONCRETE DESIGN DESCRIBED BY THIS SET OF DRAWINGS IS BASED ON ACI 318. 2. ALL STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 4,000 PSI. UNLESS SPECIFIED OTHERWISE. 3. EACH CONCRETE MIX DESIGN SHALL HAVE A CYLINDER TEST HISTORY OF 60 DAYS MINIMUM, TESTED IN ACCORDANCE WITH ASTM C39, TESTED BY AN ACI CERTIFIED STRENGTH TESTING TECHNICIAN, AND THE STRENGTH STATISTICALLY DETERMINED IN ACCORDANCE WITH ACI 318. EACH MIX DESIGN USED ON SITE SHALL BE SUBMITTED TO, AND RECEIVED BY THE PROJECT TEAM BEFORE THE CONCRETE IS PLACED ON SITE. 4. RAW MATERIALS, MANUFACTURE, AND DELIVERY TO THE FORMWORK SHALL BE IN ACCORDANCE WITH ASTM C94 AND ACI 318. 5. EMBEDDED ITEMS ARE TO BE SECURELY FASTENED SO THAT THEY DO NOT MOVE DURING PLACEMENT OF THE CONCRETE. REFERENCE THE REINFORCING STEEL SECTION. 6. TWO CYLINDERS SHALL BE TAKEN FOR EACH LOAD DELIVERED TO THE FORMWORK. SAMPLES ARE TO BE TAKEN FROM THE CONCRETE AS IT IS PLACED IN THE FORMWORK IN ACCORDANCE WITH ASTM C172. CYLINDERS ARE TESTED PER ASTM C39 AND TESTED BY AN ACI CERTIFIED CSTT. CONCRETE SAMPLES ARE TO BE TESTED FOR AIR CONTENT AND WATER CEMENT RATIO. ALL TEST RESULTS ARE SUBMITTED TO THE PROJECT TEAM WITHIN ONE MONTH OF PLACING THE CONCRETE ON SITE. 7. WHEN AMBIENT TEMPERATURES FALL BELOW 55 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 306. WHEN AMBIENT TEMPERATURES RISE ABOVE 90 DEGREES FAHRENHEIT, THE CONTRACTOR SHALL FOLLOW GUIDELINES DESCRIBED IN ACI 305. THE CONCRETE SHALL BE PROTECTED FROM FREEZING OR FROM EXCESSIVE HEAT WITH TENTS OR BLANKETS TO PROVIDE FOR HEAT OR MOISTURE LOSS. 8. ALL CONCRETE SHALL BE PLACED AS CLOSE TO PRACTICAL TO THE FINAL DESTINATION IN THE FORM. CONCRETE SHALL NOT BE PLACE FROM A HEIGHT GREATER THAN 6 FEET FROM THE POINT OF DISCHARGE. 9. VIBRATION SHALL BE USED TO CONSOLIDATE CONVENTIONAL CONCRETE. EXTERNAL STINGER VIBRATORS SHALL BE INSERTED VERTICALLY INTO FORMS EVERY 36 INCHES MAXIMUM AND FOR EACH LIFT. STINGER VIBRATORS SHALL BE INSERTED TO A VERTICAL DEPTH OF 12 INCHES INTO PREVIOUS LIFTS TO ENSURE CONSOLIDATION. FOLLOW GUIDELINES USED IN ACI 309R. 10. REPAIRS FOR MINOR DEFECTS MAY BE ADMINISTERED BY AN EXPERIENCED CRAFTSMAN WITHOUT AN APPROVED PROCEDURE. A MINOR DEFECT INCLUDES BUG HOLES, HONEYCOMBING, CHIPS, AND SPALLS THAT DO NOT EXCEED 'A INCH OF DEPTH INTO THE FACE OF THE CONCRETE. MAJOR REPAIRS EXTENDING BEYOND 'A INCH OF DEPTH AND UP TO THE REINFORCING MAY BE REPAIRED WITH AN APPROVED REPAIR PROCEDURE. REPAIR PROCEDURES MAY BE SUBMITTED TO THE PROJECT TEAM FOR APPROVAL IN ADVANCE OF FIELD WORK. DAMAGE EXTENDING BEYOND STEEL REINFORCING REQUIRES A RETROFIT DESIGN OR IS REJECTED. 11. SEE ARCHITECTURAL NOTES FOR CONCRETE FINISH REQUIREMENTS EXISTING STRUCTURES. 1. THE EXISTING FRAMING IS REPRODUCED FROM THE LATEST INFORMATION PROVIDED. SOME FRAMING AND MATERIALS ENCOUNTERED AT THE TIME OF CONSTRUCTION MAY VARY FROM THAT SHOWN IN THE PLANS. IF THE PLAN CONDITION VARIES FROM THE AS -BUILT CONDITION, THE CONTRACTOR SHOULD CONSULT THE PROJECT TEAM FOR A REVISED DETAIL OR DIRECTION TO PROCEED. CONCRETE SLABS ON GRADE: 1. SLAB -ON -GRADE CONSTRUCTION SHALL BE SUPPORTED ON A 6 INCH LAYER OF CLEAN 3/4 INCH MINUS SUBGRADE COMPACTED TO A DENSITY OF NO LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). SUBGRADE SHALL BE SUPPORTED ON UNDISTURBED NATIVE SOIL OR PROPERLY PLACED AND COMPACTED STRUCTURAL FILL. 2. INTERIOR SLABS -ON -GRADE SHALL BE CAST OVER A 4 MIL VAPOR BARRIER. 3. PROVIDE CONTROL JOINTS IN ALL SLABS ON GRADE. JOINTS ARE TO BE INSTALLED AT 14 TO 16 FEET ON CENTER EACH WAY MAXIMUM UNLESS SHOWN OTHERWISE ON THE DRAWINGS. ALL SAW CUT JOINTS IN CONCRETE SLABS ARE TO BE MADE WITH AN EARLY CUT SAW AS SOON AS POSSIBLE AFTER POURING BUT NO LATER THAN ONE HOUR AFTER FINISHING. 4. PROVIDE ISOLATION JOINTS AROUND ALL COLUMNS/SPREAD FOOTINGS. JOINTS SHALL BE FORMED BY INSERTING PREFORMED JOINT FILLER FOR THE FULL DEPTH OF THE S 5. PROTECT CONCRETE FROM DAMAGE OR REDUCED STRENGTH DUE TO COLD OR HOT WEATHER IN ACCORDANCE WITH ACI 305 AND 306. CONTRACTOR SHALL TAKE SPEC CURING PRECAUTIONS TO MINIMIZE SHRINKAGE CRACKING OF CONCRETE SLABS. 6. THE CONTRACTOR SHALL TAKE CARE THAT HEAVY EQUIPMENT AND AREAS USED FO STAGING DO NOT AND DAMAGE SLABS ON GRADE. DAMAGED SLABS ON SHALL BE OR REPLACED AT NO ADDITIONAL EXPENSE TO THE OWNER. 7. CONCRETE SHALL HAVE A MINIMUM 28 -DAY COMPRESSIVE STRENGTH OF 2,500 PS UNLESS SPECIFIED OTHERWISE. CONCRETE OR MASONRY ANCHORAGE. 1. EXPANSION BOLTS INTO CONCRETE SHALL BE -KWIK BOLT TZ" AS MANUFACTURED HILTI CORP., INSTALLED IN STRICT ACCORDANCE WITH ICC -ES REPORT ESR -1917. INSPECTION IS REQUIRED. EXPANSION ANCHORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL. at&t 1111 W CAPITOL AVE RY 1070 LITTLE ROCK AR 72201-3005 • PIANS PREPARED FA' 4IasTec Network Solutions 4300 soana DRIVE, NORM LIME ROCK,,a nm m�moant Network Solutions STOCKTON DRIVE, NORMN LTITIE AR 72117 501-260-7633 EXPIRAUON/7271 : 2D1 03/28/18 DATE s 1 HEREBY CERTIFY THAT THEE PUNS WERE PREPARED BY LE OR UNDER MY DIRECT SUPERVISION MD THAT I AI A DLLY RBpSIFRED EMBER MEER THE LAWS OF THE STATE OF WNSHNGFON' • i REVISIONS 90% CD's BPS CONSTRUCTION SPP ENT COMMENTS SBA REVIE1A E>5 CODE COI APPRQ26 SEP 0 4 20v - PAIRED THE City of Ta D" --D co SIILDING D D AS REINFORCING STEEL: 1. ALL DETAILING, FABRICATION, AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE ACI MANUAL OF CONCRETE PRACTICE. 2. REINFORCING BARS SHALL BE DEFORMED AND CONFORM TO ASTM A615 OR A706, GRADE 60. REINFORCING TIE WIRE MAY BE GRADE 40. 3. REINFORCING STEEL SPLICES SHALL BE 40 BAR DIAMETER OR TWO TRANSVERSE WIRE SPACING FOR WIRE MATS. 4. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE ACCORDANCE WITH ACI 318. 5. N0.5 OR LARGER REINFORCING BARS SHALL NOT BE RE-BENT WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER. 6. WELDING OF REBAR IS NOT ALLOWED WITHIN THE MIDDLE THIRD OF THE BAT LENGTH. WELDING OF REBAR IS CONDUCTED IN ACCORDANCE WITH AWS D1.4. USE ONLY ASTM A706 REINFORCING. '.ii � 7. WIRE REINFORCING CONFORMS TO ASTM A82 OR A185. RECFP1 8. CONCRETE COVER FOR REINFORCING STEEL CONFORMS TO ACI 3l �' 1 t .ITS OF �':,i MAY 11 2018 PERM CENTER =JO' TION CONTAINED IN THESE DOC ' a IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WRHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. UCTION UNLESS ONSTRUCTION SET i SC15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TITLE GENERAL NOTES SHEET NUMBER GN -1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ABBREVIATIONS: A/C AIR CONDITIONING AGL ABOVE GROUND LEVEL AMSL ABOVE MEAN SEA LEVEL APPROX APPROXIMATELY AWG BCW BLDG BLK CLR COAX CONC CONST CONT DIA DWG EA ELEV ELEC EQ EQUIP EXT FIN FLUOR FLR FT FRP GA GALV GC GPS GRND HORZ HR HT HVAC ID IN INFO INSUL INT IBC LBS LM U LTE MAX MECH MTL MFR MGR MIN MISC NA NIC NTS OC OD PLYWD PROJ PROP PT RED RF RM RO RRH RRU SHT SIM SPEC SF AMERICAN WIRE GAGE BARE COPPER WIRE BUILDING BLOCKING CLEAR COAXIAL CABLE CONCRETE CONSTRUCTION CONTINUOUS DIAMETER DRAWING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FINISH FLUORESCENT FLOOR FOOT FIBER -REINFORCED POLYMER GAUGE GALVANIZED GENERAL CONTRACTOR GLOBAL POSITIONING SYSTEM GROUND HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSIDE DIAMETER INCH INFORMATION INSULATION INTERIOR INTERNATIONAL BUILDING CODE POUNDS LOCATION MEASUREMENT UNIT LONG TERM EVOLUTION MAXIMUM MECHANICAL METAL MANUFACTURE MANAGER MINIMUM MISCELLANEOUS NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OUTSIDE DIAMETER PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED RADIO FREQUENCY ROOM ROUGH OPENING REMOTE RADIO HEAD REMOTE RADIO UNIT SHEET SIMILAR SPECIFICATION SQUARE FOOT LEGEND: • REVISION jx LIGHT STANDARD 0 POWER VAULT ® UTILITY BOX gl UTILITY POLE E— POLE GUY WIRE el GAS VALVE -9- FIRE HYDRANT D4 GATE VALVE ® WATER METER FIRE STAND PIPE ❑ CATCH BASIN, TYPE I Q CATCH BASIN, TYPE II n SIGN ❑o GAS METER 0 BOLLARD I] TELEPHONE VAULT o MAIL BOX TELEPHONE VAULT , 234.21 SPOT ELEVATION O GRID REFERENCE DETAIL REFERENCE GRID REFERENCE 1 SECTION REFERENCE A REVISION — ROW — COM F OHP P GAS OHU T1 x x SUBJECT BOUNDARY LINE RIGHT -OF- WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE COAX CABLE LINE FIBER OPTIC CABLE LINE OVERHEAD POWER LINE BURIED POWER LINE BURIED GAS LINE OVERHEAD TELEPHONE LINE BURIED TELEPHONE LINE BURIED WATER LINE BURIED SANITARY SEWER BURIED STORM DRAIN DITCH LINE/FLOW LINE VEGETATION LINE CHAIN LINK FENCE WOOD FENCE BARED WIRE/WIRE FENCE rREVIEWED 1=OR CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION RE ;i^ :NFO CITY OF 1.1.; LA MAY 11 2018 PERMIT CENTER GABBER: • at&t 1111 W CAPITOL AVE RV 1070 UTILE ROCK, AR 72201-3005 PLANS PREPARED BY: [ • 4IasTec Network Solutions Network Solutions 4300 sonnox urz NORTH umE inns M nm sm-ao-xv STOCKTON DRNE, NORTH UTTII ROCK, AR 72117 501-260-7633 EXPIRATION: 6/9/2018 03/28/18 ATE • 1 IfAfBY CERTIFY THAT THEE PUNS WERE PREPARED BY DIRECT SI.W RMSIC A�40�lW I NAMIER SA DULY REGISTERED EMIR UNDER TIE MIS OF 11€ STATE OF WASHNOTON' REVISIONS REV. DATE D-ESCRIPTION INKS A 11/20/17 90% CD'S j BPS 0 12/14/17 FOR CONSTRUCTION; SPP AS, 03/28/18 CUENT COMMENTS SBA NOT LABELED FOR CONSTRUCTION AS SET UNLESS CONSTRUCTION THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. SC15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 1 N z 8 5 z 1 NOTES; 1. VERIFICATION THAT THE ANTENNA MOUNTS CAN SUPPORT ALL PROPOSED LOADING SHALL BE PERFORMED BY REGISTERED STRUCTURAL ENGINEER. 2. STRUCTURAL ANALYSIS AND DESIGN TO BE PERFORMED PRIOR TO FCD COMPLETION. 3. THIS IS NOT A SITE SURVEY. ALL PROPERTY LINES AND BOUNDARIES ARE TAKEN FROM AN EXISTING PARCEL VIEWER AND ARE APPROXIMATE. EXISTING ACCESS DOOR EXISTING CONCRETE STOOP EXISTING AT&T H—FRAME EXISTING CHAIN—LINK FENCE EXISTING TREE AREA f EXISTING //TREE AREA EXISTING - TREE AREA EXISTING AT&T 27'-10" X 11'-10" EQUIPMENT SHELTER EXISTING AT&T GPS ANTENNA EXISTING AT&T ICE BRIDGE (18) EXISTING 7/8" DIA. COAX CABLES TO REMAIN (3) EXISTING FIBER CABLES TO REMAIN (4) EXISTING DC TRUNKS TO REMAIN EXISTIN MONOP EXISTIN DOUBL ACCES Ark LE 9 VIEWED FOR GIDE COMPLIANCE -GATIEG APPROVED SEP 04 2018 ity of Tukwila LDING DIVISION CM' c. r 1 1,'.``J LA Ma 11 2018 PERMIT CENTER NORTH SITE PLAN o • SCALE: 1/e' = 1'-0' (24x36) (OR) 1/18- = 1'-0' (11x17) 1 at&t 1111 N OMI10L IME Ml 1070 unix HOOK. AR 74401-3000 FINNS RENS If: • • leativotic Solutions OM =KIN OWE. HOLM inE HOCK. M 72117 1101-400-7133 EXPIMO32118 • p1 INO ;ABY SLOE OFOILER BE MIS OF THE INISItempr REVISIONS 1�V. -3r —DESCRIPTION--FORd 11/20/17 9001 CD'S 1 BPS 0 12/14/17 FOR OONSTR00010N1 SPP As 03/28/18 cum. mons 'I SBA NOT FOR CONSTRUCTION UNLESS LIBELED AS CONSTRUCTION SET THE INFORMATION CONMMED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. SC 15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TITLE SITE PLAN SHEET NUMBER A-1 P 8 EXISTING AT&T 27'-10" X 11'-10" EQUIPMENT SHELTER EXISTING AT&T 27'- 10" X 11'-10" EQUIPMENT SHELTER CORKER at&t [ ‘11\ti'_2__"-: 1111 III CIFI OL IME RR 1070 UMI ROIL.. IR 72201-3005 Bl: I11A115 :WI a s T e c Network Solutions 000 SIDCKTON ORME, NMMI MU ROCK, AR 72117 • . / T / /7 J 1 / / -7 /A / T� i EXISTING AT&T TRANSFER SWITCH EXISTING AT&T AC --��, POWER ARRESTER _ _.501-2E0-7633 V� / 1 I ../ V /I EXISTING /^ POWER PLANTT / _ - EXISTING AT&T'/ TRANSFER SWITCH --i' TO REMAIN _ EXISTING AT&T AC -� POWER ARRESTER TO REMAIN EXISTING AT&T POWER PLANT TO REMAIN �P ' ��: 4�*�w MOIL.. OF -;If ep �� C't, on 4 14 RRtgh•O '�+ �L1Y E)A1131* 0 2H,18 EXISTING AT&T AC ! EXISTING AT&T J AC PANEL I / EXISTING AT&T PANEL TO REMAIN /- i (/ EXISTING AT&T GSM I --- - GSM CABINET CABINET TO REMAIN 1 V EXISTING AT&T FIF RACK (TYP.) / INSTALL (1) PROPOSED AT&T RAYCAP, EXISTING AT&T FIF RACK TO REMAIN (TYP.) / ' j \., �_1 i - I i ..__. (1) PROPOSED AT&T 6C BCEM CARD, (1) PROPOSED AT&T 5C BCEM CARD, I/ (1) PROPOSED AT&T 2C BCEM CARD, (1) PROPOSED AT&T DC TO DC ,;s , :' BI lE OAR ( W r� ,'� I�THATI SPE / • ✓ CONVERTER. EXISTING CONCRETE STOOP ACCESS DOOR EXISTING AT&T FIRE ALARM EQUIPMENT TO REMAIN (TYP.) J _._._.J 1 '/ 5-L—.. ! ' '/ ( I i,j F---1,/ I 1� 1 . EXISTING AT&T UMTS CABINET TO REMAIN r , EXISTING CONCRETE STOOP / r.FEXISTING EXISTING ACCESS DOOR I.'' EXISTING AT&T FIRE IJ ALARM EQUIPMENT (TYP.) I I/ EXISTING AT&T I FIRE SUPPRESSION / 1 ) , LI_ L__ ' 1 J 1. J _- �) (4) PROPOSED AT&T CONVERTER MODULES, I INSIDE EXISTING AT&T FIF RACK , EXISTING AT&T UMTS CABINET I ,, \- EXISTING AT&T REVISIONS lid --_ —003185710-4--- A 11/20/17 902 C DSS BPS 0 12/14/17.FOR CpbIRUMION SPP m 03/28/18 weir COMIENI3 SBA EXISTING AT&T FIRE SUPPRESSION K TO REMAIN EXISTING AT&T TELCO i & ALARM EQUIPMENT i'". TO REMAIN I I,� ✓ EXISTING AT&T FIBER INTERFACE TO REMAIN EXISTING AT&T (4) /I STRING OF ABSOLYTES EXISTING AT&T " TELCO &ALARM EQUIPMENT IF-. / i L_-._-__.._-..____ ► REVIEWED FOR � O i( I�pj�1y T �YOt+45FL4� � : APPROVED NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE C NETWORK ITHOUT THEPERMISSION IS PROHIBRED. r i (4) EXISTING DC TRUNKS TO REMAIN (18) EXISTING 7/8" DIA. —\ COAX CABLES TO REMAIN 1.:„.., r _-; EXISTING AT&T ICE 1 BRIDGE TO REMAIN ^ TO REMAIN (TYP.) / EXISTING AT&T FIBER ,, ,� STORAGE BOX TO REMAIN i' ^ (4) EXISTING DC TRUNKS (18) EXISTING 7/8" DIA. COAX CABLES /! r_.J 1 ; I ; ; i ( I — i ) ✓ SEP 04 2018 i yJ City of Tukwila %QUILDING DIVISION ALLENTOWN 2 sTO 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY I ".a *. T EXISTING AT&T FIBER - � STORAGE BOX � H cSHEET EXISTING AT&T RE CFIV � 3`if CE BRIDGE , CIT' r�r '1 Li IN., f ,LI . EXISTING AT&T — ` �� EXIS I INV EXISTING G & PROPOSED EQUIPMENT PLAN GPS ANTENNA (3) EXISTING FIBER CABLES HVAC HVAC MAY 11 20 18 EXISTING AT&T GPS ANTENNA TO REMAINHVAC HVAC (3) EXISTING FIBER CABLES TO REMAIN n NORTH PERMIT CENTER NORTH SHEET NUMBER A-2 0612SCALE: 1/T • 1'-0" (24x36) o a- 1•• SCALE: 12• • r-0• (24x36) PROPOSED EQUIPMENT PLAN (OR) 1,4.•1.-0.(11x17) 1 EXISTING EQUIPMENT PLAN (OR) 1,4.•1.-0.(11x17) 2 (3) EXISTING AT&T RRH2X40W-07L TO REMAIN, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) Aoki TOP OF APPURTENANCES y (3) EXISTING AT&T �L (1) PROPOSED AT&T DC6-48-60-18-8F SQUID -SEE DETAIL 5/A-4 (3) EXISTING AT&T RRH2X40W-07L, (3)1PER SECTOR ATIN7P2S265 ANTENNAS, (1) PER SECTOR IN POSITION 4, (1) PER POSITION 3, (TYP. OF 3 SECTORS) (TYP. OF 3 SECTORS) (3) EXISTING AT&T RRH4X25-WCS-4R, TOP OF APPURTENANCES a. �. (1) PER SECTOR IN POSITION 1, GYMEIt • !i-`'' ` --�� 1 1111 T1 WOOL IME RM 1070 UTAP.o . 72201 -MOS ELEV. 104'-O" AGL I C.L. OF PROPOSED & EXISTING AT&T PANEL ANTENNAS r ! I I ]; r 1 i 7 (TYP. OF 3 SECTORS) 11 (3) PROPOSED AT&T RRH 4T4R 814, (1) PER SECTOR IN POSITION 2. ELEV. 104'-0" AGL dip C.L. OF EXISTING AT&T PANEL ANTENNAS 2 / ✓ RRH4X25-WCS-4R TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) • 41 a s T e c Network Solutions NMI UUITIE ROCK, M 72117 501_�� • �IJ EV. 100'-0" AGL•I TOP OF TOWER J I I I i l� I 1 I , �I ' II ' (TYP. OF 3 SECTORS) IV ELEV. 100'-0" AGL dap / ujft 7 �I {a) E)OSIMIG• j0BE iIOY�• 99'-8" AGL (3) PROPOSED AT&T B25 RRH4X30-4R, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) -SEE DETAIL 6/A-4 (3) PROPOSED AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSMON 4, (TYP. OF 3 SECTORS) -SEE DETAIL 2/A-4 (6) EXISTING AT&T LGP 21401 TMA'3. (2) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (2) EXISTING AT&T DC6-48-60-18-8F SQUIDS (3) EXISTING AT&T RRH2X60-850, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) EXISTING AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) PROPOSED AT&T 866A-RRH4X45, (1) PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 5/A-4 (3) PROPOSED AT&T 80010966 ANTENNAS, (1) PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 1/A-4 (3) EXISTING AT&T 3AR52703AMAA ANTENNAS TO BE REIdOVEO• (1) PER SECTOR N POSITION 4. (TYP. OF 3 SECTORS) (6) EXISTING AT&T LGP 21401 TMA'- TO REMAIN, (2) PER SECTOR IN POSITION 3. (TYP. OF 3 SECTORS) (3) EXISTING AT&T 742-265 ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (2) EXISTING AT&T DC6-48-60-18-8F SQUIDS TO REMAIN EXISTING AT&T H-FRAIAE —� EXISTING fir\\ ! j ��/ (2) PER SECTOR N POSRION 2,ELEV. 3) (3) EXISTING AT&T RRH2X60-850 TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) j (3) EXISTING AT&T SBNHH-1D65C ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) EXISTING AT&T 80010784 ANTENNAS TOO 8E REMOVED. (1) PER SECTOR N POSITION 2. ( TYP. OF 3 ) ! { (4) EXISTING DC TRUNKS TO REMAIN COAXEXISTING 7/8"DIA. COAX CABLES TO REMAIN (3) EXISTING FIBER CABLES TO REMAIN EXISTING 99'-10"SC15 MONOPOLE • EXISTING AT&T j ICE BRIDGE EXISTING AT&T I / GPS ANTENNA EXISTING AT&T 27'-10" X 11'-10' EQUIPMENT SHELTER g- .e P$L MOH Ca WAS Mf OF WAS,/ .144 �O �� cA h e 7 42214 0 . ISTE X03 -VIE 28/18 ` 1 :: CFBr I 011NS e a.. :, Br IE MY pp 1.;;', c • 110 I AMA Y :', : SUE upaR DE IAN OF THE • M IGICIe • REVISIONS A 11/20/17 g cos BPs 1 _ REVIEWED FOR ODE COMPLIANCR� APPROVEOIT Y SEP 0 4 2018 M City of Tukw. ER bUILDING DIVISION . f-ttr�� ` �Ui WtLEA Y 11 2018 I T CENTER 0 12/14/17 rat CONSTRUCTION SPP m 03/28/18 wee commas I SBA FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET ' THE INFORMATION CONNED IN CONTAINED THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE OF IAAST WMOUTNETWO THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBRED EXISTING AT&T H- FRAME EXISTING CHAIN-LINKFENCE//// I 1 I I i ! I (4) EXISTING (18) EXISTING DIA. COAX (3) EXISTING EXISTING 99'-10" MONOPOLE EXISTING AT&T ICE BRIDGE EXISTING AT&T / GPS ANTENNA / EXISTING AT&T EQUIPMENT / DC TRUNKS 7/8" CABLES FIBER CABLES 27'-10" X 71'-10" SHELTERCHAIN-LINKFENCE ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TYRE EXISTING & PROPOSED SOUTH EAST ELEVATION T\ ._, —r -r I j nE ,, ` ii j SHEET NUMBER A-3 s • 1, I FINISHED GRADE (REF.) ,\ FINISHED GRADE (REF.) ( „ S I t 'rL) .� F� kb . , .!:_ ELEV. C-0" AGL ,: ELEV. 0'-0" AGL 2 EAST ELEVATION SCALE 1 PROPOSED SOUTH EXISTING SOUTH EAST ELEVATION N° sE (2) EXISTING AT&T DCB-48 60-18 SF SQUIDS TO (3) EXISTING AT&T RRH2X40W-07L TO REMAIN, REMAIN (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) (6) EXISTING AT&T CS72si3308 TMA'S EXISTINGPLATFORM MOUNT TO BE REMOVED. 2 PER SECTOR IN POSITION 2. TO REMOVED () TOP OF APPURTENANCES (1YP. OF 3 SECTORS) (3) EXISTING AT&T 742-265 ANTENNAS, (1) PER SECTOR IN POSITION 3, (2) EXISTING AT&T (TYP. OF 3 SECTORS) DC6-48-60-18-8F SQUIDS (3) EXISTING AT&T RRH2X40W-07L, (1)PROPOSED AT&T (1) PER SECTOR IN POSITION 4, DC6-48-60-18-8F SQUID (TYP. OF 3 SECTORS) -SEE DETAIL 5/A-4 TOF OF APPURTENANCES GNE1C �� at�t _/ �� 1111 V CAPITOL INE RR 1070 UTILE MX. Mi 72201-3006 ELEV. 104'-0" AGL r' (3) EXISTING AT&T } 46 ELEV. 104'-0" AGL .L. PANEL ANTENNAS I I r (3)INAT&T FUNS pip BY: C.LOFPROPOSED & EXISTING AT&T PANEL ANTENNAS 'ITION1,.E.I '—I RRH4X25-WCS-4R, I fNetworkSolutions 4300 SIOCKTON O(OME, ROI(' M 72117 NORM 501210-7633 SOt- !.:::GT&T ER / ' + (1) PER SECTOR IN POSITION t, • (TYP. Of 3 SECTORS) PFS ( TOP OF TOWER I ` I II I I ,f 7 (3} PROPOSED AT&T RRH 4T4R 814, (1) PER SECTOR IN POSITION 2, ELEV. 99'-B" AGL (3) PROPOSED AT&T 825 RRH4X30-4R, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) -SEE DETAIL 6/A-4 (3) PROPOSED AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) -SEE DETAIL 2/A-4 (1) PROPOSED 12' HD PLATFORM W/COLLARS & ENHANCED SUPPORT RAIL (6) EXISTING AT&T LGP 21401 TMA'S, (2) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (TYP. OF 3 SECTORS) -SEE DETAIL 4/A-4 (3) EXISTING AT&T RRH2X60-850, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) EXISTING AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) PROPOSED AT&T 866A-RRH4X45, (1) PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 5/A-4 (3) PROPOSED AT&T 80010966 ANTENNAS, (1) PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 1/A-4 ELEV. 99'-8" AGL (3) EXISTING AT&T 3JR52703MAA ANTENNAS TO BE REMOWD, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) (6) EXISTING AT&T LGP 21401 TMA'S TO REMAIN, (2) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (3) EXISTING AT&T 742-265 ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (3) EXISTING AT&T 80010784 ANTENNAS TO BE REMOVED. (1) PER SECTOR IN POSIT1ON 2. (1YP. OF 3 SECTORS) (4) EXISTING DC -'— TRUNKS TO REMAIN (18) EXISTING 7/8" DIA. COAX CABLES EXISTING FIBER CABLES TO REMAIN EXISTING 99'-10" MONOPOLE EXISTINGAT&TEXISTINGC15 ICE BRIDGE EXISTING AT&TT GPS ANTENNA EXISTING AT&T 27'-10" X 11'-10" EQUIPMENT SHELTER \ t T' ' I I i 1 � I J r-- (3) EXISTING AT&T RRH2X60-850 TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) EXISTING AT&T SBNHH-1D65C ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) L 1 ' r EXISTING AT&T H-FRAME EXISTING CHAIN-LINK FENCE e • �v.SOF • •EL MO Ca* WAS H4 H�,1 �J.6. F. CO gr `" Z 4 Q, ;• Rr-'ISIEtEO �• t E:PPATI re ie 03 28/18 1 .0;!:: "- lHAT1F� ,3•.171 : NE ORum 1j;:-'•:- MO TIMI I MI A Y • :r, :.:r o :OF THE REVISIONS ��LATE-- ' A '11/20/17 saa CD•S --},\ (4) EXISTING DC TRUNKS ,I_ -'/T- REVIEWED FOR CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION o 12/14/17 FOR CONSIR)CION SPP m 03/28/18 cum COMMENTS SBA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE REPRODUCTION OR CAUSING TO BE REPRODUCED THE OR ANY PART OF THESE WHOL(3) DRAWINGS DRAYY ST THEPERMISSIONIS OF SEC PROHNETWIBIKTED. SOLUTIONS IS PROIIIBNTEO. (18) EXISTING 7/8" DIA. COAX CABLES (3) EXISTING FIBER CABLES EXISTING 90'_1O" MONOPOLE ICE BRIDGE AT&TD&E EXISTING AT&T GPS ANTENNA EXISTING AT&T 27'-10" X 11'-10" EQUIPMENT SHELTER I �� \ii+�i L 1 _•ti bri r. r- . ,'r !} i +,IT�t yr 1l,i it r ..t` MAY 11 20(8 PERMIT CENTER EXISTING AT&T / H-FRAME EXISTING / CHAIN-LINK FENCE ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TIRE EXISTING & PROPOSED NORTH WEST ELEVATION � � "`� 1 ill h FINISHED(REF �, 1 � - -J 4i =' w, - FINISHED GRADE REF. ELEV. 0'-0" AGL _,_ .� s- _ -- - —I �, ,.� T i r _ �_ _._-_ . '_ . ___'..-1.-,__.'� 5� �;i'-- SST NUMBER A-3.1 O ORAD�L 2 WEST ELEVATION l 1 NC SE PROPOSED NORTH 1 EXISTING NORTH WEST ELEVATION NI SE !EXISTING PLATFORM MOUNT TO 8E REMOVED (6) EXISTNG AT&T CS72933.08 TMA'S (3) EXISTING AT&T RRH2X4OW-07L TO REMAIN, TO BE REMOVED, (1) PER SECTOR IN POSITION 4, (2) PER SECTOR N POSITION 2. (TYP. OF 3 SECTORS) (TYP. OF 3 SECTORS) gL TOP OF APPURTENANCES (2) EXISTING AT&T (3) EXISTING AT&T 742-265 ANTENNAS, (1) PER SECTOR IN POSITION 3, (1) PROPOSED AT&T (TYP. OF 3 SECTORS) DC6-48-60-18-8F SQUID (3) EXISTING AT&T RRH2X4OW-07L, -SEE DETAIL 5/A-4 (1) PER SECTOR IN POSITION 4, (3) PROPOSED AT&T (TYP. OF 3 SECTORS) RRH 4T4R 614, TOP OF APPURTENANCES (1) PER SECTOR IN POSITION 2, CAtIR 1 �`JJ —/ at&t [ ..— 1111 M MCC INE RM 1070 LITRE RoO( 72201-30(6 ELEV. 104'-0" AGL (TYP. E 3 SECTORS) �' -SEE DETAIL 4/A-4 ELEV. 104'-0" AGL iik C.L. OF EXISTING AT&T PANEL ANTENNAS - I I q > DC6-48-60-18-8F SQUIDS TO REMAIN (3) EXISTING AT&T PINTS PREPAIED Bh C.L. OF PROPOSED & EXISTING AT&T PANEL ANTENNAS � 1 — 1 rEXISTING AT&T ( (2) DC6-48-60-18-8F SQUIDS • � a sTe c Network Solutions 4300 SIOCKTON DRNE, NORTH U01IL ROCK, AR 72117 60 , ELEV. 100'-0" AGL TOP OF TOWER / L j i1 I RRH4X25-WCS-4R TO REMAIN, (1) PER SECTOR IN POSITION 1, r OF 3 SECTORS) ELEV. 100`-0" AGL TOP OF TOWER I- ,; _ 1 1 I t 1 _ �� 1 (3) EXISTING AT&T ELEV. 99'-8" AGL (3) PROPOSED AT&T B25 RRH4X30-4R,50 (1) PER SECTOR IN POSITION 4, OF 3 SECTORS) -SEE DETAIL 6/A-4 (3) PROPOSED AT&T SBNHH-1 D65C ANTENNAS, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) -SEE DETAIL 2/A-4 PROPOSED 12' HD (1)I PLATFORM W/COLLARS & ENHANCED SUPPORT RAIL (6) EXISTING AT&T LGP 21401 TMA'S, (2) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) Ij I j H 1 f, T • RRH4X25-WCS-4R, (1) PER SECTOR IN POSITION (TYP. OF 3 SECTORS) (3) PE (1) PERR SECTOR IN RPOSX60-8 POSITION (TYP. OF 3 SECTORS) (3) EXISTING AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSITION (TYP. OF 3 SECTORS) (3) PROPOSED AT&T (1)P RRSECTO, (1) PER SECTOR IN POSITION (TYP. OF 3 SECTORS) -SEE DETAIL 5/A-44' (3) PROPOSED AT&T 80010966 ANTENNAS, (1) PER SECTOR IN POSITION . 01 i CMsnaS,„�- , REViL EPFOR CODE COMPLIANCE APPROVED P {1 p SEI 0 A 2U1tD City of Tukwila BUILDING DIVISION 1, 1,, 1, 2, 2, II ELEV. 99-8 AGL (3) DOSING AT&T 3JP52703AMA ANTENNAS TO BE REMOVED,(TYP. N(TYP. (1) PER SECTOR POSITION 4. (TYP. OF 3 SECTORS) (6) EXISTING AT&T LGP 21401 TMA'S TO REMAIN, (2) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (3) EXISTING AT&T 742-265 ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (3) USW AT&T 80010764 ANIEMIAS TO BE REMOVED, (N POSITION 2, 1) PER SECTOR (TYP. OF 3 SECTORS) EXISTING AT&T 27'-10" X 11'-10' EQUIPMENT SHELTER EXISTHGFRAME i - --- - ---_ -------- ., ---.. - --..� J`--- I I------ 1 • (TYP. \ (3) EXISTING AT&T RRH2X60-850 TO REMAIN, (1) PER SECTOR IN POSITION 1, OF 3 SECTORS) (3) EXISTING AT&T SBNHH-1D65C ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (4) EXISTING DC TRUNKS REMAIN (18) EXISTING 7/8" DIA. COAX CABLES (3) EXISTING FIBER CABLES TO REMAIN EXISTING 99'-10' MONOPOLE EXISTING CHAIN-LINK FENCE e �p s¢ / ELMp 0P H -41 e .S64 Fp ��' . 0' 0 o j 42214 pip �� W' EXPIRA03 03 281 • T ,, lft PING .�. . .,�, � 81' IE OR 11Ok7t NK DR -...i.,-",.ND MOI AMADULY "`' ' " °"f11� THE LA115 aF of SLOE awlsN,OTar , • ,IONS V. DATE 1 DE N PII - A 11/20/17] 90% CDS 1 BPS 0 • 12/14/17IFOR OONSIAUCIIONi SPP m A___ 03/28/181 ape OOMMENIS I SBA - -- EXISTING AT&T 27'-10" X 11'-10' EQUIPMENT SHELTER EXISTING AT&T /// y I r I I R' 1.7. FEVF) ,-"'') V ; 1 �� i.,.: i iv : 1..1"?.NOT ►� MAY 11 2133 18 PERMIT CENTERWHOLE (4) EXISTING DC TRUNKS (18) EXISTING 7/8" / DIA. CABLES (3) EXISTING FIBER CABLES / EXISTING 99'-10" // MONOPOLE EXISTING CHAIN-LINK FENCE II —+- FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET , , THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. SC15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TITLE EXISTING SED SOUTH WEST ELEVATION H-FRAME -. "_- - - — I--- ' _ �� . : FINISHED GRADE (REF) SII GRADE (REF.) -aa. SHEET NUMBER A-3.2 irnikFINISHED . , Y - ELEV. 0'0" AGL , r ELEV. 0'-0" AGL SCALE 2 WEST ELEVATION SCALEE PROPOSED SOUTH N.T.S. 1 EXISTING SOUTH WEST ELEVATION N.T.S. (3) EXISTING AT&T RRH2X40W-07L TO REMAIN, (6) EXLSTNNG AT&T CS72933.08 TMA'S (1) PER SECTOR IN POSITION 4, TO BE REMOVED, TYP. OF 3 SECTORS)(2) PER SECTOR N POSITION 2, 3�� TOP OF APPURTENANCES (3) EXISTING AT&T (3) (3) EXISTING AT&T RRH2X40W-07L, ANTENNAS, AT&T 742-265 (1) PER SECTOR IN POSITION 4, (1) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (TYP. OF 3 SECTORS) TOP OF APPURTENANCES CAANER i�J at&t � M 1111 TT GPITOL AYE AM 1070 LIME NOCK AR 72201-3005 ELEV. 104'-0" AGL a I ELEV. 104'-0" AGL iiik C.L. OF EXISTING AT&T PANEL ANTENNAS '_,. �' RRH PER SECTOR TO REMAIN, O ON 1, (TYP. OF 3 SECTORS) C.L. OF PROPOSED & EXISTING AT&T PANEL ANTENNAS II i j I ! 3 EXISTING AT&T I RRH4X25-WCS-4R, ELEV. 100-0 AGL (1) PER SECTOR IN POSITION 1, TOP OF TOWER 1 ! I I ! (TYP. OF 3 SECTORS) 'I PIANS pN�11FD IY: ELEV. 100'-0" AGL / gbh TOP OF TOWER d.^ �� I I I .111 a s T e c Network Solutions 4300 59DCIfTON DANE NORIA UIIE NOCK, OR 72117 501-260-7633 $ ELEV. 99'-8" AGL (3) PROPOSED AT&T 825 RRH4X30-4R. (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) -SEE DETAIL 6/A-4 (3) PROPOSED AT&T SBNHH-1065C ANTENNAS, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) -SEE DETAIL 2/A-4 (1) PROPOSED 12' HD ENHANCED SUPPORT ATTORM RRAS L� (6) EXISTING AT&T LGP 21401 TMA'S, (2) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (1) PROPOSED AT&T DC6-48-60-18-8F SQUID -SEE DETAIL 5/A-4 (2) EXISTING AT&T DC6-48-60-18-8F SOUIDS (3)PROPOSED AT&T RRH 4T4R B14, ( , 1) PER SECTOR IN POSITION 2EXISTING (TYP. OF 3 SECTORS) -SEE DETAIL 4/A-4 (3) EXISTING AT&T RRH2X60-850, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) EXISTING AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) PROPOSED AT&T 866A-RRH4X45, (1} PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 5/A-4 (3) PROPOSED AT&T 80010966 ANTENNAS, (1) PER SECTOR IN POSITION 2, (TYP• OF 3 SECTORS) -SEE DETAIL 1/A-4 ELEV. 99'-8" AGL PLATFORM MOUNT TO BE REMOVED (3) EXISTING AT&T 3JR527O3ANIMASA ANIMAS TO 8E REMOVED, (1) PER SECTOR IN POSITION 4, (TYP, OF 3 SECTORS) (6) EXISTING AT&T LGP 21401 TMA'S TO REMAIN, (2) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (3) EXISTING AT&T 742-265 ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (2) EXISTING AT&T DCS -48-60-18-8F SQUIDS TO REMAIN (3) EXISTING AT&T 00010764 1MNIDPINAS TO BE REMOVED, (1) PER SECTOR IN POSITION 2. (TYP. OF 3 SECTORS) (4) EXISTING DC TRUNKS(4) TO REMAIN (18) EXISTING 7/8" DIA. COAX CABLES (3) EXISTING FIBER CABLES TO REMAIN EXISTING 99'-10" MONOPOLE EXISTING AT&T 27'-10" X 11'-10"r— EQUIPMENT SHELTER - i ; 1 J_ ' VI I ' (3) EXISTING AT&T RRH2X60-850 TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) EXISTING AT&T SBNHH-1 D65C ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) EXISTING AT&T H -FRAME EXISTING /1NK FENCE , A. �.,.. le 44> MON QQ�pf WASy �fF �� SCA „ • z 12214 �• 'ISTEW At y.. EXWMQ —rxir 1 O 28118 1 :' 2: CERTIFY THW 2, • IE OR WM r .i i- � THAT I AM A Y : t o : • 2 i EMCIW UNDER 1!E TAMS OF 85 VMEIHNOTOtt Lk ,_l\\ _ REVIEWED FORS CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila BUILDING DIVISION REV. A REVISIONSJ -mar- 11/20/17 izsawnowit11013 908 COS BPs 0 12/14/17 EOR CONSTRUCTION SPP ® 03/26/18 CLIENT amen sak NG DC TRUNKS TOTIREMAIN �.I (18) EXISTING 7/8" DIA. COAX CABLES (3) EXISTING FIBER CABLES EXISTING 99'-10" MONOPOLE EXISTING AT&T 27'-10" X 11'-10" —�1 EQUIPMENT SHELTER 1 -- ,� a.. .• ;. ' a. r. h �i�T I -:,)rI i:i`��iiri !i, Y 11 20 8 PERMIT CENTER EXISTING CHAIN- FENCE EXISTING AT&T H -FRAME NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET s , THE INFORMATION CONTAINED IN THESE BSNDOCU NT IS PROPRIETARY R OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC DSOLUTION5 IS $C15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TITLE EXISTING & PROPOSED NORTH EAST ELEVATION _- k4 . __ z' _ J e -- $ FINISHED GRADE (REF.) I ELEV. 0' F \, 1' - =====.72-=== -:======•_-.7-=... -__.__.... ._f \ ...__ SHEET NUMBER j II /I. / AupFINISHED GRADE (REF.) ' \ 1"! , �'4 ,li, IV si, ELEV. 0'-0" AGL PROPOSED NORTH EAST ELEVATION SCALE EXISTING NORTH EAST ELEVATION NCC �E 2 11 MOUNTING PIPE NOTES: CANRiR , t-...`"1.' lat&t 1111 V GIPIIOL INE RN 1070 LIME RD0(. AR 72201-3006 • -_,,,, PROPOSED RRH UNISTRUT SECURED TO MOUNTING PIPE (TYP.) i _"• = C C �. = C - E = �_ = C - E. 1. INSTALL ANCHORS/FASTENERS A MAXIMUM OF 2' 0" ON CENTER. 2. THROUGH BOLT - 1/4"0 A36/A307 THREADED ROD W/ NUTS AND WASHERS ANCHORS AND UNISTRUT CHANNEL SHALL HAVE HOT -DIPPED GALVANIZED FINISH. •3. MOUNT RRH'S TO UNISTRUT WITH 3/8". UNISTRUT BOLTING HARDWARE AND SPRING NUTS. SU��ONTRACTORER HADLL4CE. SUPPLY. 4. SUBCONTRACTOR SHALL SUPPLY ALL • OTHER MATERIALS AND INSTALL ALL MOUNTING HARDWARE. O_, ma "SQUID" PIANS sin RAYCAP DC MO MN SURGE PROTECTOR 's a s T e c Network Solutions 4300 STOCKTON urn ROCK DM 501"210-7633 , sm MI m NM INN bQjE; TO BE NM OF N RADIO UNIT UNIT �� MANUFACTURER: RAYCAP MODEL: DC6-48- 60- 18-8F SQUID" il'"_" �1rL MOH �ki . ti0 H� Ilk 4Qa O 03 O 2818 _'i T : r --=1.- """, - _ - MOUNTING BRACKET BY MANUFACTURER V 1 t SCALE SCALE SQUID DETAIL 8 RRH MOUNTING DETAIL SCALE NOT USED N.T.S. 9 N.T.S. N.T.S. 7•, ALCATEL-LUCENT B25 RRH4X30 ALCATEL-LUCENT B66A RRH4X45 NOKIA RRH 4T4R B14 ryry'""{�;t�qA DIMENSIONS, HxWxD: WEIGHT, WITHOUT MOUNTING KIT: �- 23.03"x13.03"x6.65` 53 Ibs � LI""•" " •' ' . C1T'f ur .. 1\ 40'L MAY 11 2018'11.,-',i'_,_____••'" DIMENSIONS. HxWxD: 25.8"x11.8"x7.2" DIMENSIONS, HxWxD: 21.2"x11.97"x7.18" WEIGHT, WITHOUT MOUNTING KIT: 52.9 lbs 1....--11.97" --.1 WEIGHT, WITHOUT 11.8» "I , 3;:: GEM a. PIANS �'o " `A 0U ND I AM A Dl1Y MOUNTING KIT: 56.8 IbsFE I715.171111717 I 13.03" 6.65" -� �., -i UNN " . THE DIMS OF TIE SINE Cf 111scrar - I I I I I I I I I I I 1111 1 1 1 1 1 1111 1 1 1 1 1 N o PERMIT CENTER (� 13.03" ' ° 01111111111111I1I1111I I1 to REVISIONS -,o 11.97" � l PLV. "r -`�� O IIIF NI 111111 I--- I--. I. 1_.1-1 II I IIIIII I I-• J-'---•-- 1 1 1 �- A 11/20/17 9000 WS iBPS 1 1 " f� 1 0 0 l� 1 0 12/14/17 FOR OONSTRUCBONI SPP c @11111[C) o _ • c C � � , I ^ 11.8" m _-�__�_.__. 03/28/18 CUM MAIMS j SBA .._....__..-_ I, .__ 0 25.8• ) P n N O i. ,. N v N �.� IOP 0 0 r i o ;c N 1 O IDE n • O Q Q: ®IO �• Q OR CONSTRUCTION UNLESS LABENOT LLED AS CONSTRUCTION SET FRONT BOTTOM ��i=A.i.i 'VIEINEDFOR 1 '� FRONT SILEconF "nRA THE INFORMATION CONTAINED IN RS' TM NATURE DOCUMENTS REPRODUCTION 'OR �S TNG TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MILSTEC NETWORK SOLUTIONS IS PROHIBITED. RRH SPECIFICATION IIAI'1�c�L E SCALE SCALE RRH SPECIFICATION 5 N.T.S. , RRH SPECIFICATION N.T.S. 6 _ N APPROVED I i.3. 4 11 `~ �,INCH 1110111,00 / a�� a � MQIES: PROPOSED LTE 1. INSERT SCISSOR BRACKETS BETWEEN PANEL ANTENNA THE UPPER ANTENNA MOUNTING BRACKET AND THE UPPER POLE ANTENNA MOUNTING KIT ADAPTER BRACKET. SECURE USING 1/2 HARDWARE PROVIDED. 2. TO SET THE DEGREE OF S ONTILT, i ALIGN THE DESIRED HOLES ON THE .,` SCISSOR BRACKETS AND SECURE USING 5/16 INCH HARDWARE PROVIDED. 3. THE NUMBER OF CONNECTORS WILL VARY BASED ON ANTENNA TYPE. EXISTING ANTENNA PIPE MOUNT '� '1.z -- ---- - COMMSCOPE SBNHH-1D65C , KATHREIN 80010966 \-- , DIMENSIONS, HXWXD: 96.0"x11.85"x7.1" NET WEIGHT: 49.6 LBS CONNECTOR: M 7/16 (8)CONNECTOR:(8)7 CONNECTOR POSITION: BOTTOM DIN b io b ,v i DIMENSIONS, HXWXD: 96.0"x20.0"x6.Y NET WEIGHT: 114.6 LBS 16 / DIN FEMALE , City BUILDING c SEP 04 of (�� 2Q Tula DIVISION Q U i ' SC15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY CONNECTOR POSITION: BOTTOM .ci� � ;j it I SHEET TITLE EQUIPMENT DETAILS `s `"' ' o '° .000 000. iiii®iiii 11.9" a I 1.7.1 .. •11.85" I. SHEET NUMBER A-4 GII-I I_ 20.0" ; ,1,6.9"�, 17 17 17 20.0" ELAN AAs ddA ddd P SIDE FRONT A SCALE SCALE ANTENNA SPECIFICATION SCALE 1 ANTENNA SPECIFICATION N.T.S.T ANTENNA MOUNTING DETAIL N.T.S. 3 N.T.S. EXISTING RF EQUIPMENT SCHEDULE SECTOR POSITION FREQUENCY BAND ANTENNA MAKE /MODEL RAD CENTER AZIMUTH E. TILT M.TLT (QTY.) RADIO (QTY.) SURGE PROTECTION (�.) CABLES CABLE LENGTH Al �TE (1) COMMSCOPE SBNHH-1D65C (E) 100'-0• BO' 0'/0'/0' 0' ) (1;1) RRM27C (E(E) - (2) DC TRUNKS 123•_7 A2 noraso(1) KA1IrEN 60010704 00 100•-0• 90' 010'/7 0' - - (1) FIBER TRUNK 125'-0' A3 IAITS 19 (1) MINNOW 742-265 (E) 107-0' 9G 0/o•/o• a - - (1) 7/8• COAX 127-0• M /.0%760 (1) ALU M 3N02103MIM (IO 100•-0• OG 010'/0' G (1) 111164244016-07L (E) - (1) 7/6' COAX 125'-0• 61 650 (1) COMMSCOPE SBNHN-1015C (E) 100'-0• 220' 01010'0' E) (1�� ((E) - (2) DC TRUNKS 125'-0' 02 isoreso 0) INFIRM 00010704 00 100•-0' 210' 0'/0'/0' 0' - - (1) FIBER TRUNK 125'-0' 83 1900/850 (1) KATHREIN 742-265 (E) 100'-0' 210' 0'/0'/0' 0' - - (1) 7/8' COAX 125'-0' S4 1soopoo (1) ALU M AIR52703AAAA 00 100'-0' 220' 010'/0' 0' (1) RRH2X40W-07L (E) - (1) 7/6' COAX 125'-0' LTEC1 BSO S (1) COMMSCOPE SBNHH-1065C (E) 100'-0' 330' 0'/0/7 0' (1)i) _ E(E) - (2) DC TRUNKS 125'-0• C2 i � (1) KA2t01E01 00010704 00 loo' -0' 330' 0/0'/0' 0' - - (1) FIBER TRUNK 125'-0' C3 UMTS 1 (1) KATHREIN 742-265 (E) 100'-0• 330' 0/0'/0' 0' - - (1) 7/6' COAX 125'-0' 04 1x/700 (1) ALU M 3.21S2703AMA 00 100'-0' 330' 0'/0'/0' 0' (1) RR142X40111-07L (E) - (1) 7/6' COAX 125'-7 (E) = EXISTING EQUIPMENT (R) = EXISTING EQUIPMENT TO BE REMOVED (XR)= EXISTING EQUIPMENT TO BE RELOCATED (3) EXISTING AT&T 3JR52703MM ANTENNAS TO BE REMOVED, (1) PER SECTOR IN POSITION 4, (IYP. OF 3 SECTORS) EXISTING PLATFORM MOUNT TO BE REMOVED (6) EXISTING AT&T CS72933.08 MKS TO BE REMOVED, (2) PER SECTOR IN POSITION 2, (VP. OF 3 SECTORS) • ION '1 o, moo moo f o �Uy CL- C. 1065C ANTENNA (P.EXISTING P PER SECTOR r AZ. .80 - (p1) 1 .00 • P�� `er .9 (0 O •.z.,/ N 2, ReC cp EJOSIING 80010764 ANTENNA 1 PER SECTOR) -90' - (402) EXISTING 742-265 ANTENNA (TYP. 1 PER SECTOR) AZ. =90. - (A3) (3) EXISTING AT&T RRH2X40W-07L TO REMAIN, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) (3) EXISTING AT&T RRH4X25-WCS-4R TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) EIQSIING AT&T 80010764 ANTENNAS BE REAKPAZO, (1) PER SECTOR W POSITION Z (TYP. OF 3 SECTORS) 3,)R5270ANo` ANS' (2) EXISTING AT&T DC6-48-60-18-8F SQUID TO REMAIN (3) EXISTING AT&T 742-265 ANTENNAS TO REMAIN (1) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (6) EXISTING AT&T LGP 21401 TMA'S TC REMAIN, (2) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (3) EXISTING AT&T RRH2X60-850 TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (2) EXISTING AT&T KFTDR00110030 FILTERS TO REMAiN, (1) PER SECTOR IN POSITION 1, (BETA & GAMMA SECTORS) (3) EXISTING AT&T SBNHH-1D65C ANTENNAS TO REMAIN, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) RE_VIEWLD 1-(14-R CODE COMPLIANCE APPROVED SEP 04 21318 City of Tukwila BUILDING DIVISION CITY Y jr l.S:,f`i:L' MAY 11 2018 PERMIT CENTER EXISTING ANTENNA PLAN & EQUIPMENT SCHEDULE SCALE: 1/2' 1'-0' (24x36) I 41 NORTH kalivae at&t 1111 M GIPIIOL IME ICI 1070 LITRE ROOK AR 72201-3006 PIANS PRERV ED IY: • • 0IasTec Network Solutions tont umc ROCK, w mn Network Solutions 4300 STOCKTON DIWE, NORTH URI! ROCK, AR 72117 501-200-7033 • • X03 7298718 —rAi€ • 1 Dex&IDIEltERTIdik:VA 1-1 cYF 1FE ME OF VPSIINGTOlf i 18TT. REVISIONS _ DATE prams A 11/20/17 909 CD'S BPS 0 12/14/17 FOR OONSIRL CIlON SPP AS. 03/28/18 cum mimeo SEA i- --r— -- NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING 10 BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NEIWORK SOLUTIONS IS PROHIBITED. SC15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TITLE EXISTING ANTENNA PLAN & EQUIPMENT SCHEDULE SHEET NUMBER A-5 FINAL RF EQUIPMENT SCHEDULE SECTOR POSrt10N FREQUENCY BAND ANTENNA MAKE /MODEL RAD CENTER AZIMUTH E. TILT M.TILT (QTY) RADIO (QTY) SURGE PROTECTION (�Y) CABLES CABLE LENGTH Al esoins (1) COMMSCOPE SBNHH-1065C (E)TE 100'-0• 60' 0/O/0' 0' )i) R1912It60-850 RRH4X2S- 4RE 1(E) - (2) DC TRUNKS 125,-0• A2 700/AWS LIE (1) KATHRER! 80010966 (P) 100'-0' 80 0'/0'/0' 0. (1) FLEXI RRH4T4R 814 160* (P) (1) 11166A-RRHX45 (P) - (1) pga( TRUNK 125•_0• A3 BUTS ,900/8,0(1) IATMIEIN 742-265 (E) 100'-0• 90' 0/17/0' 0' - - (1) 7/6• COAX 126'-0• A4 190x/700 100'-0• 60 010'/0• 0' (()) BRMOM1111M111O6CW3.D-0-74L9 ((EP)) - (1) 7/6" COM 125•-0• (1) C06 lSCOPE SBNHH-10650 (P) 81 LYE 55 (1) COMMSCOPE SIMM -10050 (E) 100-0- 220 0/0/0 0 (1)� /0869189-168 � - (z) DCT 125•-0• 82 LTE 700/AWS (1) KATHRON 80010966 (P) 100'-0• 220 0/0/0 0 (1) FLEXI ROHM814 160* (P) (1) 866A-RRNX45 (P) - (1) R 0((X, 123'-0• 83 1900/650 (1) KATHREM 742-265 (E) 100'-0• 210' 0/0/0 0 - - (1) 7/6• COAX 125'-O' 84 LTE(1) 1900/700 (1) COMMSCOPE WNW -10650 (P) too' -0• 220' 0/0/0 0 RRH2X40W-071. (E) (1) 825 RRHX30-4R (P) - (1) 7/8 COM ,zs•_0• C1 (1) 860 1MN( COMMSCOPE 58-10650 (E) TaoTE'-o• 330' o•/o'/o• 0' (1)� �1 (E) - (2) DC TRUNKS 125'-0• C2 UE 70UTS (1) KATHRON 80010966 (P) 100'-0' 330• 0/0'/0 0 (1) FLEA 1) IU-RRRINIT4R 1314 160W (P) (1) 866A-RRHX45 (P) _ (1) FIBER TRUNK ,25•-O C3 1 (1) KATHREIN 742-265 (E) 100'-0" 330 0'/0/0' 0' - - (1) 7/6' COAX 125•-0 C4 1900/700 LTE (1) CO►MSCOPE SBNHH-10650 (P) 100'-0' 330' 0/0/0 0 (1) RW12%4091-071. (E) (1) 825 RRHX30-4R (P) - (1) 7/6• COAX 12S'-0" (P) PROPOSED EQUIPMENT (E) = EXISTING EQUIPMENT (XR)= EXISTING EQUIPMENT RELOCATED (3) EXISTING AT&T 742-265 ANTENNAS, (1) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) (3) PROPOSED AT&T RRH 4T4R 814, (1) PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 4/A-4 (1) PROPOSED AT&T DC6-48-60-18-8F SQUID -SEE DETAIL 5/A-4 (3) PROPOSED AT&T B25 RRH4X30-4R, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) -SEE DETAIL 4/A-4 (3) PROPOSED AT&T SBNHH-1D65C 21"� ANTENNAS, (1) PER SECTOR IN POSITION 4, �`' % (TYP. OF 3 SECTORS) p �4 L -SEE DETAIL 1/A-4 Q4 sx/ pryQtcv o F 's o.o 10650 ANTENNA EXISTING SBR SECTOR r1 (TYP. 1 PER Al) ED 80010966 ANTENNA PROPOSED SECTOR 80' (6) EXISTING AT&T LGP 21401 TMA'S, -' (2) PER SECTOR IN POSITION 3, (TYP. OF 3 SECTORS) EXISTING 742-265 ANTENNA (TYP. 1 PER SECTOR) AZ. =90' - (A3) S 65C ANTENNA PPP OS1 PER SECTOR AZ SW 0. (1) PROPOSED 12' HD PLATFORM W/COLLARS & ENHANCED SUPPORT RAIL (3) EXISTING AT&T RRH2X40W-07L, (1) PER SECTOR IN POSITION 4, (TYP. OF 3 SECTORS) (3) EXISTING AT&T RRH4X25-WCS-4R, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) PROPOSED AT&T 80010966 ANTENNAS, (1) PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 1/A-4 (3) PROPOSED AT&T B66A-RRH4X45, (1) PER SECTOR IN POSITION 2, (TYP. OF 3 SECTORS) -SEE DETAIL 3/A-4 (2) EXISTING AT&T DC6-48-60-18-8F SQUID REVIEWEQ FOR CODE COMPLIANCE APPROVED SEP 04 2318 City of Tukwila BUILDING DIVISION (2) EXISTING AT&T KFTDR00110030 FILTERS, (1) PER SECTOR IN POSITION 1, (BETA & GAMMA SECTORS) (12) PROPOSED 2.5" STD. X 8'-0" LONG STEEL PIPE MOUNTS (4) PER SECTOR, (TYP. OF 3 SECTORS) (3) EXISTING AT&T RRH2X60-850, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) (3) EXISTING AT&T SBNHH-1D65C ANTENNAS, (1) PER SECTOR IN POSITION 1, (TYP. OF 3 SECTORS) CITY 3�..;a:l:: MAY 1120 18 PERMIT CENTER NORTH PROPOSED ANTENNA PLAN & EQUIPMENT SCHEDULE Ogg SCALE: 1/2' r-0' (24x36) (OR) 1/4• - 1•-0' (11x17) 1 [at&t 1111 M CQIOOL AS 6M 1070 UTILE ROCK, AR 72201-3006 r1nO ri r S m• •:IasTec Network Solutions 430D STOCKTON OM NORTH um ROK, M 72117 501-260-7633 • • E6 IRATX)M 6A2O1 03/28118 • 1 ISEBY CEBTFT TENT THESE B( IE OR TTY E =� /gyp IPMA Y ��• �'.�, S INNS OF TIE • REVISIONS REV. DATE --tEMIPIIIN--SIS A 11/20/17 90X WS BPS 0 12/14/17 FOR OONSIRUCIIONiP L 03/28/18 CLIENT amens SBA f 1 _. NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET • THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. SC15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TITLE PROPOSED ANTENNA PLAN & EQUIPMENT SCHEDULE SHEET NUMBER A-6 / K ri. #6 AWG EQUIPMENT GROUND- TO GROUND BAR (TYP.) -SEE DETAILS ON SHEET G-2 ; V NORTH SYMBOL DESCRIPTION 0 COPPER GROUND ROD CADWELD EXOTHERMIC WELD TEST WELL GROUND BAR GROUND WIRE /2 AWG GROUND RING FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM GENERAL NOTES; 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VERY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURER'S PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR P011 USING MANUFACTURERS PRACTICES. 3. ALL GROUNDS CONNECTIONS SHALL BE CADAIELD. ALL WIRES SHALL BE COPPER THHN/THWN ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY WIRELESS REPRESENTATIVE. 5. REFER TO DMSION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED WIRELESS REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RINGS. 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. 8. USE PANI SCHEME FOR LOADING GROUNDS ON MGB AS DISCUSSED IN NSTD 119,33 & 36. GROUND ROD NOTES. 1. ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTENCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUUFIED INDMDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW LOCATION OF THE TEST AND CONTAIN NO LESS THEN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATE. 2. POINT GROUND TEST OR 3 POINT 62X TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTION GROUND TEST. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE 15 ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATION FACILITY. #6 AWG ANTENNA MOUNT GROUND TO SECTOR GROUND BAR (TYP.) SEE DETAILS ON SHEET G-2 REVIEWED FOR CODE COMPLIANCE APPROVED ODE (TYP(TYP.)$ ,DETAIL 1 8 ONNSHISHL C.) ET G-2 �tr f� I City of Tukwila BUILDING DIVISION EXISTING GROUND LEADS AT BASE OF TOWER CONTINUING TO GROUND RING (FIELD VERIFY) SECTOR GROUND BAR LOCATED EACH SECTOR SEE DETAIL 3 ON SHEET G-2 (FIELD VERIFY LOCATION) EXISTING MAIN ANTENNA GROUND BUSS BAR (FIELD VERIFY LOCATION) CITY : ii -I` MAY 11 2018 PERMIT CENTER t► NORTH SCHEMATIC GROUNDING PLAN SCALE: l/" - 1'-0' (24x36) (OR) 1/4' - 1•-0' (11x17) 2 SCHEMATIC GROUNDING PLAN 0 0® CALE: 1/2' - 1•-0' (24x36) (OR) 1/4' 1'-0' (11x17) [at&t 1111 V CIPROL INE MI 1070 UTAS ROCK NI 77101-3000 ri r, r vm• •:IasTec Network Solutions 4300 mace offit 110RI14 LITHE ROCK, M 72117 301-280-7633 • • • E%PMA03 1 03 28%18 BY TN WAMSF ND1HNTIMIA ffir BOER MIER IHE WS IT SUE OF IIIL9f1GIO1 • REVISIONS REV. WE 11301PrIOVIIIIIIMILS A 11/20/17! 9( CD'S BPS 0 12/14/17 FOR WLISIRUCIIONtSPP Al 03/28/18 OJENT COMMENTS SBA NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET • THE INFORMATION CONTAINED IN THESE DOCUMENTS IS PROPRIETARY BY NATURE REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NE1WORK SOLUTIONS IS PROHIBITED. SC15 ALLENTOWN 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY SHEET TITLE GROUNDING SCHEMATIC PLAN SHEET NUMBER G-1 INSPECTION WINDOW REQUIRED FOR ALL BUTT CONDUCTOR -...,.,.._.._.-.-...:....... ..... at&t �--- 1111 W GIPROL /ME RM 1070 DIRE72201-3035 i. NOTE: GROUND LEAD INSIDE RUBBER GROMMET TO BE ATTACHED WITH X-CROSS ZIP TIES TO BRACKET. DO NOT USE SNAP-IN HANGERS AROUND GROUNDS. RUWS PRfPNRD BY: INTERIOR TWO-HOLE CONNECTORS INSULATION UP AGAINST THE CONNECTOR BARREL N. [111 a s T e c Network Solutions 4300 902I(ICN DANE, NORIA LITTLE ROCK, AR 72117 301-280-7633 A REVIEWED � � R CODE COMPLIANCE APPROVED JGr 04 2018 SEP CI of Tukwila BUILDING DIVISION44 SECTOR ANTENNA EXTERNAL TOOTHED 3/8"'xt 1/2" colo SHRINK OR APPROVED EQUAL S/S NUT — 1" MIN S/S LOCK WASHER I■_■1 1■■1 S/S FLAT WASHER ANTENNA PIPE MOUNT \ T r Tr; „ I %, ,- :, , 1 i LABEL , o: $L MOH Q 9 f .., - " 11 �e.�0 .. eco y >- 14 .• '4t/S1Et O 1 03 O a 28>18 APPLY NO-OX J JJ l- -� 1/4" MIN TOP JUMPER \%� I��I CABLE (TYP.) S/S FLAT WASHER S/S BOLT (1 OF 2) GROUND BAR ,v TINNED COPPER GROUNDING BAR / e !T1"�"�' O � "�. . , �'� MAY 11 2018 PERIVI1T CENTER L COLD SHRINK OR APPROVED EQUAL "DO NOT DISCONNECT" TAG ON ALL GROUNDING BAR INTERCONNECTS AND EQUALIZERS • ' ELVR L RECISREVEIrUMIR 11€ LAWS OF THE . ME OF CION" , w►9N EXTERIOR TWO HOLE LUG DETAIL 4 NOT USED SCALE 2 (' i RRUS UNIT 1—SCP'` N.T.S. N.T.S. /4 OR MI6 AWG STRANDED CU CONDUCTOR WITH GREEN, 600V, THWN-2 INSULATION = �i S �.0 TYPE SS TYPE PT ,�\�, N. - ` t TYPE GI, REVISIONS rkS A 11/20/17 �,-- BPS J JUMPER CABLES 0 12/14/17 FOR 00161RUCtION� SPP SECTOR GROUN BAR ' 11 GROUND BAR (VERIFY EXACT LOCATION IN FIELD) 1 1-- i 1 1 ' j I __ r s . , - - m 03/28/18 QFNr melees Imp, 1 /,..-------40 ` C 7 RAYCAP DC6-48-60-18-8F UNIT �� \: TYPE TA '`•\. TYPE VN % TYPE NQ • I COLLECTION GROUND BARR� FIBER _ NOT FOR CONSTRUCTION UNLESS •-- LABELED AS CONSTRUCTION SET A. - -- -11 - �>> el IC)) ! I I ��ll I ,O; I ., V/ �`a !r j = ; ®0 ®® U �/ - ® v �, 1/10' (0) I THE INFORMATION CONTAINED N THESE DOCUMENTS a PROPRIETARY BY NATURE REPRODUCTION OR CAUSING TO BE REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF MASTEC NETWORK SOLUTIONS IS PROHIBITED. GROUND GROUND TO1.(„ EQUIPMENT/TOWER GROUND BAR DC CONDUCTOR EQUIPMENT CABINET/RACK l a TYPE V1( col- , TYPE V5 !) ♦ r� 'ALLENTOWN IIII TYPE V@ SC15 2 12228 51ST PLACE SOUTH SEATTLE, WA 98178 KING COUNTY I (2) TWO EXOTHERMIC TO BE USED j WITH #'2 AWG SOLID BARE TINNEDBAR. - ;.. COPPER GROUND CONDUCTOR, EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WITH STRAP WITHIN TWO INCHES OF CONDUIT END -- EXISTING GROUND GROUND i EXISTING BAR 1 PANEL ` ALARM SHEET TITLE GROUNDING DETAILS ' . i ` TYPE � r�l 1 "rah GT TYPE GY , TYPE . `-.,� `;;, GR COLLECTION GROUND BAR EQUIPMENT GROUND BAR -- ---- -- - SHEET NUMBER G-2 5 CALDWELD 1 GROUND BAR DETAIL NC sE 3 CABLE GROUNDING NT SE DETAILS Ne PAUL J. FORD & COMPANY Date: November 27, 2017 Kristin Lenz Crown Castle 2055 S, Stearman Drive Chandler, AZ 85286 602.845.1761 Subject: Structural Analysis Re Carrier Designation: Crown Castle Designation: IEV EYED FOR CODE COMPLIANCE APPROVED SEP 04 2018 City of Tukwila UiLDING DIVISION AT&T Mobility Co -Locate Carrier Site Number: Carrier Site Name: Paul J. Ford and Company 250 E. Broad Street, Suite 600 Columbus, OH 43215 61-4.221.6679-- jmeinerding@pjfweb.com Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: SCI 5 ALLENTOWN 2 846415 ALLENTOWN 2 470891 1488554 412940 Rev. 2 Engineering Firm Designation: Paul J. Ford and Company Project Number: 37517-3841.001,7805 Site Data: Dear Kristin Lenz, 12228 51ST PLACE SOUTH, SEATTLE, King County, WA Latitude 47° 29' 36.7", Longitude -122° 16' 15.4" 100 Foot - Monopole Tower Paul J. Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1110270, in accordance with application 412940, revision 2. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Existing + Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existing loading, respectively. This analysis has been performed in accordance with the 2015 international Building Code based upon an ultimate 3 -second gust wind speed of 110 mph converted to a nominal 3 -second gust wind speed of 86 mph per section 1609.3.1 as required for use in the ANSI/TIA-222-G-2005 Standard, "Structural Standard for Antenna Supporting Structures and Antennas", with ANSIiTIA-222-G-1-2007 and ANSI/TIA-222-G-2-2009 Addenda per Exception #5 of Section 1609.1.1. Risk Category II and Exposure Category C were used In this analysis. We at Paul J. Ford and Company appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a calf. RECEIVED Respectfully submitted by:. CITY OF TUKWILA hm y Joey Meinerding, E.I. Structural Designer tnxTower Report - version 7.0.5 FEB 07 2018 PERMIT CENTER L9Oo3z NOV 2 7 2011 PJFCOMPANY Date: November 27, 2017 Kristin Lenz Crown Castle 2055 S. Stearman Drive Chandler, AZ 85286 602.845.1761 Paul J. Ford and Company 250 E. Broad Street, Suite 600 Columbus, OH 43215 614.221.6679 jmeinerding@pjfweb.com Subject: Structural Analysis Report Carrier Designation: Crown Castle Designation: AT&T Mobility Co -Locate Carrier Site Number: Carrier Site Name: Crown Castle BU Number: Crown Castle Site Name: Crown Castle JDE Job Number: Crown Castle Work Order Number: Crown Castle Application Number: SC15 ALLENTOWN 2 846415 ALLENTOWN 2 470891 1488554 412940 Rev. 2 Engineering Firm Designation: Paul J. Ford and Company Project Number: 37517-3841.001.7805 Site Data: Dear Kristin Lenz, 12228 51ST PLACE SOUTH, SEATTLE, King County, WA Latitude 47° 29' 36.7", Longitude -122° 16' 15.4" 100 Foot - Monopole Tower Paul J. Ford and Company is pleased to submit this "Structural Analysis Report" to determine the structural integrity of the above mentioned tower. This analysis has been performed in accordance with the Crown Castle Structural 'Statement of Work' and the terms of Crown Castle Purchase Order Number 1110270, in accordance with application 412940, revision 2. The purpose of the analysis is to determine acceptability of the tower stress level. Based on our analysis we have determined the tower stress level for the structure and foundation, under the following load case, to be: LC5: Existing + Proposed Equipment Sufficient Capacity Note: See Table I and Table II for the proposed and existing loading, respectively. This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3 -second gust wind speed of 110 mph converted to a nominal 3 -second gust wind speed of 85 mph per section 1609.3.1 as required for use in the ANSI/TIA-222-G-2005 Standard, "Structural Standard for Antenna Supporting Structures and Antennas", with ANSI/TIA-222-G-1-2007 and ANSI/TIA-222-G-2-2009 Addenda per Exception #5 of Section 1609.1.1. Risk Category II and Exposure Category C were used in this analysis. We at Paul J. Ford and Company appreciate the opportunity of providing our continuing professional services to you and Crown Castle. If you have any questions or need further assistance on this or any other projects please give us a call. Respectfully submitted by: Joey Meinerding, E.I. Structural Designer tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 TABLE OF CONTENTS 1) INTRODUCTION 2) ANALYSIS CRITERIA Table 1 - Proposed Antenna and Cable Information Table 2 - Existing Antenna and Cable Information 3) ANALYSIS PROCEDURE Table 3 - Documents Provided 3.1) Analysis Method 3.2) Assumptions 4) ANALYSIS RESULTS Table 4 — Section Capacity (Summary) Table 5 — Tower Component Stresses vs. Capacity 4.1) Recommendations 5) APPENDIX A tnxTower Output 6) APPENDIX B Base Level Drawing 7) APPENDIX C Additional Calculations tnxTower Report - version 7.0.5.1 November 27, 2017 CCI BU No 846415 Page 2 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 1) INTRODUCTION November 27, 2017 CCI BU No 846415 Page 3 This tower is a 100 ft. monopole tower designed by Engineered Endeavors, Inc. in May of 1991. The tower was originally designed for a wind speed of 90 mph per EIA -222-D. 2) ANALYSIS CRITERIA This analysis has been performed in accordance with the 2015 International Building Code based upon an ultimate 3 -second gust wind speed of 110 mph converted to a nominal 3 -second gust wind speed of 85 mph per section 1609.3.1 as required for use in the ANSI/TIA-222-G-2005 Standard, "Structural Standard for Antenna Supporting Structures and Antennas", with ANSI/TIA-222-G-1-2007 and ANSI/TIA-222-G-2-2009 Addenda per Exception #5 of Section 1609.1.1. Risk Category II and Exposure Category C were used in this analysis. Table 1 - Proposed Antenna and Cable Information Mounting Level (ft) Center Lineof Elevation (ft) Number Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 97.0 100.0 3 alcatel lucent B25 RRH4x30-4R 1 1/4 3/4 _2 3 alcatel lucent B66A RRH4X45 3 commscope SBNHH-1D65C w/ Mount Pipe 3 kathrein 80010966 w/ Mount Pipe 3 nokia FRBI 1 raycap DC6-48-60-18-8C Table 2 - Existing Antenna and Cable Information Mounting Level (ft) Center Lineof Elevation (ft) Number Antennas Antenna Manufacturer Antenna Model Number of Feed Lines Feed Line Size (in) Note 97.0 100.0 3 alcatel lucent 3JR52703AAAA w/ Mount Pipe -- -- 2 3 kathrein 800 10764 w/ Mount Pipe 3 alcatel lucent RRH2x60-850 2 2 4 18 1/4 3/8 3/4 7/8 1 3 commscope SBNHH-1D65C w/ Mount Pipe 3 kathrein 742 265 w/ Mount Pipe 2 raycap DC6-48-60-18-8F 98.0 6 powerwave technologies LGP21401 97.0 3 alcatel lucent RRH2X40-07L-AT 3 alcatel lucent RRH4X25-WCS 2 kmw communications KFTDR00110030 6 nokia CS72993.08 1 tower mounts Platform Mount (LP 101-1) Notes: 1) Existing Equipment 2) Equipment To Be Removed tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 3) ANALYSIS PROCEDURE Table 3 - Documents Provided November 27, 2017 CCI BU No 846415 Page 4 Document Remarks Reference Source 4 -GEOTECHNICAL REPORTS Morrison Hershfield, 11556-A, 05/10/2012 4720992 CCISITES 4 -TOWER FOUNDATION DRAWINGS/DESIGN/SPECS Engineering & Consulting Services, 05/30/1991 5199940 CCISITES 4 -TOWER MANUFACTURER DRAWINGS EEI, CSOWA225, 05/24/1991 5199941 CCISITES 3.1) Analysis Method tnxTower (version 7.0.5.1), a commercially available analysis software package, was used to create a three-dimensional model of the tower and calculate member stresses for various loading cases. Selected output from the analysis is included in Appendix A. 3.2) Assumptions 1) Tower and structures were built in accordance with the manufacturer's specifications. 2) The tower and structures have been maintained in accordance with the manufacturer's specification. 3) The configuration of antennas, transmission cables, mounts and other appurtenances are as specified in Tables 1 and 2 and the referenced drawings. This analysis may be affected if any assumptions are not valid or have been made in error. Paul J. Ford and Company should be notified to determine the effect on the structural integrity of the tower. tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 4) ANALYSIS RESULTS Table 4 - Section Capacity (Summary) November 27, 2017 CCI BU No 846415 Page 5 Section No. Elevation (ft) Component Type Size Critical Element P (K) SF*P_allow (K) % Capacity Pass / Fail L1 99.8332 - 70.1512 Pole TP22.9126x16x0.1875 1 -5.73 872.02 59.6 Pass L2 70.1512 - 33.6552 Pole TP30.8496x21.7541x0.25 2 -9.58 1560.03 66.9 Pass L3 33.6552 - 0 Pole TP38x29.3556x0.3125 3 -16.03 2460.64 61.5 Pass Summary Pole (L2) 66.9 Pass Rating = 66.9 Pass Table 5 - Tower Component Stresses vs. Capacity Notes Component Elevation (ft) % Capacity Pass /Fail 1 Anchor Rods 0 59.9 Pass 1 Base Plate 0 93.0 Pass 1 Base Foundation Structural Steel 0 44.8 Pass 1 Base Foundation Soil Interaction 0 58.3 Pass Structure Rating (max from all components) = 93.0% Notes: 1) See additional documentation in "Appendix C —Additional Calculations" for calculations supporting the % capacity consumed. 4.1) Recommendations The monopole and its foundation have sufficient capacity to carry the proposed loading configuration. No modifications are required at this time. tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 APPENDIX A TNXTOWER OUTPUT tnxTower Report - version 7.0.5.1 November 27, 2017 CCI BU No 846415 Page 6 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 7 Tower Input Data There is a pole section. This tower is designed using the TIA-222-G standard. The following design criteria apply: 1) Tower is located in King County, Washington. 2) ASCE 7-10 Wind Data is used (wind speeds converted to nominal values). 3) Basic wind speed of 85 mph. 4) Structure Class II. 5) Exposure Category C. 6) Topographic Category 1. 7) Crest Height 0.0000 ft. 8) Nominal ice thickness of 0.2500 in. 9) Ice thickness is considered to increase with height. 10) Ice density of 56.00 pcf. 11) A wind speed of 30 mph is used in combination with ice. 12) Temperature drop of 50 °F. 13) Deflections calculated using a wind speed of 60 mph. 14) A non-linear (P -delta) analysis was used. 15) Pressures are calculated at each section. 16) Stress ratio used in pole design is 1. 17) Local bending stresses due to climbing loads, feed line supports, and appurtenance mounts are not considered. Options Consider Moments - Legs Consider Moments - Horizontals Consider Moments - Diagonals Use Moment Magnification Use Code Stress Ratios Use Code Safety Factors - Guys Escalate Ice Always Use Max Kz Use Special Wind Profile Include Bolts In Member Capacity Leg Bolts Are At Top Of Section Secondary Horizontal Braces Leg Use Diamond Inner Bracing (4 Sided) SR Members Have Cut Ends SR Members Are Concentric Distribute Leg Loads As Uniform Assume Legs Pinned J Assume Rigid Index Plate J Use Clear Spans For Wind Area Use Clear Spans For KUr Retension Guys To Initial Tension Al Bypass Mast Stability Checks J Use Azimuth Dish Coefficients J Project Wind Area of Appurt. Autocalc Torque Arm Areas Add IBC .6D+W Combination Sort Capacity Reports By Component Triangulate Diamond Inner Bracing Treat Feed Line Bundles As Cylinder Use ASCE 10 X -Brace Ly Rules Calculate Redundant Bracing Forces Ignore Redundant Members in FEA SR Leg Bolts Resist Compression All Leg Panels Have Same Allowable Offset Girt At Foundation J Consider Feed Line Torque Include Angle Block Shear Check Use TIA-222-G Bracing Resist. Exemption Use TIA-222-G Tension Splice Exemption Poles J Include Shear -Torsion Interaction Always Use Sub -Critical Flow Use Top Mounted Sockets Tapered Pole Section Geometry Section Elevation ft Section Length ft Splice Number Top Bottom Wall Length of Diameter Diameter Thickness ft Sides in in in Bend Radius in Pole Grade L1 99.8332- 29.6820 70.1512 L2 70.1512- 39.8601 33.6552 L3 33.6552- 38.0114 0.0000 3.36 12 16.0000 22.9126 4.36 12 21.7541 30.8496 12 29.3556 38.0000 0.1875 0.7500 A572-65 (65 ksi) 0.2500 1.0000 A572-65 (65 ksi) 0.3125 1.2500 A572-65 (65 ksi) tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 8 Tapered Pole Properties Section Tip Dia. Area in in2 in4 r in C in l/C J It/Q in3 in4 in2 w w/t in L1 16.5644 9.5468 304.6805 5.6609 8.2880 36.7616 617.3654 4.6986 3.7855 20.189 23.7209 13.7203 904.3999 8.1356 11.8687 76.2002 1832.5594 6.7527 5.6381 30.07 L2 23.3163 17.3108 1021.7580 7.6985 11.2686 90.6727 2070.3586 8.5199 5.1601 20.64 31.9379 24.6327 2943.9408 10.9547 15.9801 184.2255 5965.2223 12.1235 7.5977 30.391 L3 31.4168 29.2246 3146.4437 10.3974 15.2062 206.9186 6375.5479 14.3835 7.0298 22.495 39.3405 37.9230 6875.1762 13.4921 19.6840 349.2774 13930.970 18.6646 9.3465 29.909 9 Tower Gusset Gusset Gusset GradeAdjust. Factor Adjust. Weight Mult. Double Angle Double Angle Double Angle Elevation Area Thickness Ai Factor Stitch Bolt Stitch Bolt_ Stitch Bolt (per face) Ar Spacing Spacing Spacing Diagonals Horizontals Redundants ft ft2 in in in in L1 99.8332- 70.1512 L2 70.1512- 33.6552 L3 33.6552- 0.0000 1 1 1 Feed Line/Linear Appurtenances - Entered As Area Description Face Allow Component or Shield Type Leg Placement ft Total Number CAAA Weight ft2/ft plf FB-L98B-035-XXX(1/4) C No Inside Pole 97.0000 - 0.0000 2 No Ice 0.0000 0.03 1/2" Ice 0.0000 0.03 860 10014(3/8) C No Inside Pole 97.0000 - 0.0000 2 No Ice 0.0000 0.00 1/2" Ice 0.0000 0.00 WR-VG86T(3/4) C No Inside Pole 97.0000 - 0.0000 4 No Ice 0.0000 0.53 1/2" Ice 0.0000 0.53 CR 50 1070(7/8) C No Inside Pole 97.0000 - 0.0000 18 No Ice 0.0000 0.28 1/2" Ice 0.0000 0.28 2" (Nominal) Conduit C No Inside Pole 97.0000 - 0.0000 1 No Ice 0.0000 0.72 1/2" Ice 0.0000 0.72 FB-L98B-035-XXX(1/4) C No Inside Pole 97.0000 - 0.0000 1 No Ice 0.0000 0.03 1/2" Ice 0.0000 0.03 WR-VG86T(3/4) C No Inside Pole 97.0000 - 0.0000 2 No Ice 0.0000 0.53 1/2" Ice 0.0000 0.53 Feed Line/Linear Appurtenances Section Areas Tower Tower Face AR AF CAAA CAAA Weight Sectio Elevation In Face Out Face n ft ft2 ft2 ft2 ft2 K L1 99.8332-70.1512 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.24 L2 70.1512-33.6552 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.33 L3 33.6552-0.0000 A 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.30 Feed Line/Linear Appurtenances Section Areas - With Ice tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 9 Tower Tower Face Ice AR AF CAAA CAAA Weight Sectio Elevation or Thickness In Face Out Face n ft Leg in ft2 ft2 ft2 ft2 K L1 99.8332-70.1512 A 0.549 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.24 L2 70.1512-33.6552 A 0.523 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.33 L3 33.6552-0.0000 A 0.467 0.000 0.000 0.000 0.000 0.00 B 0.000 0.000 0.000 0.000 0.00 C 0.000 0.000 0.000 0.000 0.30 Feed Line Center of Pressure Section Elevation ft CPx in CPZ in CPx Ice in CPZ Ice in L1 99.8332-70.1512 0.0000 0.0000 0.0000 0.0000 L2 70.1512-33.6552 0.0000 0.0000 0.0000 0.0000 L3 33.6552-0.0000 0.0000 0.0000 0.0000 0.0000 Shielding Factor Ka Tower Feed Line Description Feed Line Ka Ka Section Record No. Segment No Ice Ice Elev. Discrete Tower Loads Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustmen Leg Lateral t Vert ft ft ft ft CAAA CAAA Front Side Weight f12 ft2 K Lightning Rod 8' x 5/8" C From Leg 0.0000 0.00 100.0000 No Ice 0.5000 0.5000 0.01 0.00 1/2" 1.3135 1.3135 0.01 4.00 Ice SBNHH-1D65C w/ Mount A From Leg 4.0000 0.00 97.0000 No Ice 11.8639 10.0306 0.09 Pipe - - 0.00 1/2 12.6856 11.6489 0.18 3.00 Ice SBNHH-1D65C w/ Mount B From Leg 4.0000 0.00 97.0000 No Ice 11.8639 10.0306 0.09 Pipe 0.00 1/2" 12.6856 11.6489 0.18 3.00 Ice SBNHH-1 D65C w/ Mount C From Leg 4.0000 0.00 97.0000 No Ice 11.8639 10.0306 0.09 Pipe 0.00 1/2" 12.6856 11.6489 0.18 3.00 Ice 742 265 w/ Mount Pipe A From Leg 4.0000 0.00 97.0000 No Ice 7.7981 6.3581 0.08 0.00 1/2" 8.3670 7.5585 0.14 3.00 Ice 742 265 w/ Mount Pipe B From Leg 4.0000 0.00 97.0000 No Ice 7.7981 6.3581 0.08 0.00 1/2" 8.3670 7.5585 0.14 3.00 Ice 742 265 w/ Mount Pipe C From Leg 4.0000 0.00 97.0000 No Ice 7.7981 6.3581 0.08 0.00 1/2" 8.3670 7.5585 0.14 3.00 Ice RRH2X40-07L-AT A From Leg 4.0000 0.00 97.0000 No Ice 2.5620 1.3584 0.05 tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 10 Description Face Offset Offsets: Azimuth Placement or Type Horz Adjustmen Leg Lateral t Vert ft ft ft ft CAAA Front CAAA Weight Side ft2 ft2 K 0.00 1/2" 2.7735 1.5300 0.07 0.00 Ice RRH2X40-07L-AT B From Leg 4.0000 0.00 97.0000 No Ice 2.5620 1.3584 0.05 0.00 1/2" 2.7735 1.5300 0.07 0.00 Ice RRH2X40-07L-AT C From Leg 4.0000 0.00 97.0000 No Ice 2.5620 1.3584 0.05 0.00 1/2" 2.7735 1.5300 0.07 0.00 Ice RRH4X25-WCS A From Leg 4.0000 0.00 97.0000 No Ice 3.8352 3.3367 0.09 0.00 1/2" 4.0945 3.5863 0.13 0.00 Ice RRH4X25-WCS B From Leg 4.0000 0.00 97.0000 No Ice .3.8352 3...3367. 0.09 0.00 1/2" 4.0945 3.5863 0.13 0.00 Ice RRH4X25-WCS C From Leg 4.0000 0.00 97.0000 No Ice 3.8352 3.3367 0.09 0.00 1/2" 4.0945 3.5863 0.13 0.00 Ice RRH2x60-850 A From Leg 4.0000 0.00 97.0000 No Ice 1.7298 1.3659 0.05 0.00 1/2" 1.8986 1.5216 0.06 3.00 Ice RRH2x60-850 B From Leg 4.0000 0.00 97.0000 No Ice 1.7298 1.3659 0.05 0.00 1/2" 1.8986 1.5216 0.06 3.00 Ice RRH2x60-850 C From Leg 4.0000 0.00 97.0000 No Ice 1.7298 1.3659 0.05 0.00 1/2" 1.8986 1.5216 0.06 3.00 Ice (2) CS72993.08 A From Leg 4.0000 0.00 97.0000 No Ice 1.2250 0.3887 0.02 0.00 1/2" 1.3648 0.4841 0.03 0.00 Ice (2) CS72993.08 B From Leg 4.0000 0.00 97.0000 No Ice 1.2250 0.3887 0.02 0.00 1/2" 1.3648 0.4841 0.03 0.00 Ice (2) CS72993.08 C From Leg . 4.0000 0.00 97.0000 No Ice 1.2250 0.3887 0.02 0.00 1/2" 1.3648 0.4841 0.03 0.00 Ice (2) LGP21401 A From Leg 4.0000 0.00 97.0000 No Ice 1.1040 0.3471 0.01 0.00 1/2" 1.2388 0.4422 0.02 1.00 Ice (2) LGP21401 B From Leg 4.0000 0.00 97.0000 No Ice 1.1040 0.3471 0.01 0.00 1/2" 1.2388 0.4422 0.02 1.00 Ice (2) LGP21401 C From Leg 4.0000 0.00 97.0000 No Ice 1.1040 0.3471 0.01 0.00 1/2" 1.2388 0.4422 0.02 1.00 Ice KFTDR00110030 B From Leg 4.0000 0.00 97.0000 No Ice 0.9100 0.4244 0.03 0.00 1/2" 1.0298 0.5134 0.03 0.00 Ice KFTDR00110030 C From Leg 4.0000 0.00 97.0000 No Ice 0.9100 0.4244 0.03 0.00 1/2" 1.0298 0.5134 0.03 0.00 Ice DC6-48-60-18-8F B From Leg 4.0000 0.00 97.0000 No Ice 0.9167 0.9167 0.02 0.00 1/2" 1.4583 1.4583 0.04 3.00 Ice DC6-48-60-18-8F C From Leg 4.0000 0.00 97.0000 No Ice 0.9167 0.9167 0.02 0.00 1/2" 1.4583 1.4583 0.04 3.00 Ice SBNHH-1D65C w/ Mount A From Leg 4.0000 0.00 97.0000 No Ice 11.8639 10.0306 0.09 Pipe 0.00 1/2" 12.6856 11.6489 0.18 3.00 Ice SBNHH-1D65C w/ Mount B From Leg 4.0000 0.00 97.0000 No Ice 11.8639 10.0306 0.09 Pipe 0.00 1/2" 12.6856 11.6489 0.18 3.00 Ice SBNHH-1D65C w/ Mount C From Leg 4.0000 0.00 97.0000 No Ice 11.8639 10.0306 0.09 Pipe 0.00 1/2" 12.6856 11.6489 0.18 3.00 Ice tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 11 Description Face Offset Offsets: Azimuth Placement CAAA CAAA Weight or Type Horz Adjustmen Front Side Leg Lateral t Vert ft ft ft2 ft2 K ft ft 80010966 w/ Mount Pipe A From Leg 4.0000 0.00 97.0000 No Ice 17.6005 9.6375 0.15 0.00 1/2" 18.3314 11.1547 0.26 3.00 Ice 80010966 w/ Mount Pipe B From Leg 4.0000 0.00 97.0000 No Ice 17.6005 9.6375 0.15 0.00 1/2" 18.3314 11.1547 0.26 3.00 Ice 80010966 w/ Mount Pipe C From Leg 4.0000 0.00 97.0000 No Ice 17.6005 9.6375 0.15 0.00 1/2" 18.3314 11.1547 0.26 3.00 Ice B25 RRH4x30-4R A From Leg 4.0000 0.00 97.0000 No Ice 2.1400 1.3065 0.05 0.00 1/2" 2.3293 1.4629 0.07 3.00 Ice B25 RRH4x30-4R B From Leg 4.0000 0.00 97.0000 No Ice 2.1400 1.3065 0.05 0.00 1/2" 2.3293 1.4629 0.07 3.00 Ice B25 RRH4x30-4R C From Leg 4.0000 0.00 97.0000 No Ice 2.1400 1.3065 0.05 0.00 1/2" 2.3293 1.4629 0.07 3.00 Ice B66A RRH4X45 A From Leg 4.0000 0.00 97.0000 No Ice 2.5800 1.6296 0.07 0.00 1/2" 2.7937 1.8106 0.09 3.00 Ice B66A RRH4X45 B From Leg 4.0000 0.00 97.0000 No Ice 2.5800 1.6296 0.07 0.00 1/2" 2.7937 1.8106 0.09 3.00 Ice B66A RRH4X45 C From Leg 4.0000 0.00 97.0000 No Ice 2.5800 1.6296 0.07 0.00 1/2" 2.7937 1.8106 0.09 3.00 Ice FRBI A From Leg 4.0000 0.00 97.0000 No Ice 2.4920 1.3166 0.05 0.00 1/2" 2.6956 1.4788 0.07 3.00 Ice FRBI B From Leg 4.0000 0.00 97.0000 No Ice 2.4920 1.3166 0.05 0.00 1/2" 2.6956 1.4788 0.07 3.00 Ice FRBI C From Leg 4.0000 0.00 97.0000 No Ice 2.4920 1.3166 0.05 0.00 1/2" 2.6956 1.4788 0.07 3.00 Ice DC6-48-60-18-8C C From Leg 4.0000 0.00 97.0000 No Ice 2.7366 2.7366 0.03 0.00 1/2" 2.9630 2.9630 0.05 3.00 Ice Platform Mount (LP 101-1) C None 0.00 97.0000 No Ice 36.2100 36.2100 1.50 1/2" 42.8200 42.8200 2.30 Ice Tower Pressures - No Ice GH = 1.100 Section Elevation ft z ft Kz ch psf AG ft2 F a c e AF ft2 AR ft2 Aeg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 L1 99.8332- 84.1134 1.22 21.44 49.823 A 0.000 49.823 49.823 100.00 0.000 0.000 70.1512 B 0.000 49.823 100.00 0.000 0.000 C 0.000 49.823 100.00 0.000 0.000 L2 70.1512- 51.2942 1.1 19.24 84.023 A 0.000 84.023 84.023 100.00 0.000 0.000 33.6552 B 0.000 84.023 100.00 0.000 0.000 C 0.000 84.023 100.00 0.000 0.000 L3 33.6552- 16.6480 0.868 15.73 99.223 A 0.000 99.223 99.223 100.00 0.000 0.000 0.0000 B 0.000 99.223 100.00 0.000 0.000 tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 12 Section Elevation ft z ft Kz qr psf AG ft2 F a c e AF ft2 AR ft2 Ale, ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 CAAA Out Face ft2 L1 99.8332- 84.1134 1.22 2.67 C 0.000 99.223 0.000 100.00 0.000 0.000 Tower Pressure - With Ice GH = 1.100 Section Elevation ft z ft Kz ch psf tz in AG ft2 F a c AF ft2 AR -ft2 Aleg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 L1 99.8332- 84.1134 1.22 2.67 0.5490 52.539 A 0.000 52.539 52.539 100.00 0.000 0.000 70.1512 B 0.000 49.823 B 0.000 52.539 0.000 100.00 0.000 0.000 C 0.000 49.823 C 0.000 52.539 L2 70.1512- 100.00 0.000 0.000 L2 70.1512- 51.2942 1.1 2.40 0.5225 87.363 A 0.000 87.363 87.363 100.00 0.000 0.000 33.6552 0.000 84.023 100.00 0.000 B 0.000 87.363 100.00 0.000 0.000 0.000 84.023 100.00 0.000 0.000 C 0.000 87.363 7.01 100.00 0.000 0.000 L3 33.6552- 16.6480 0.868 1.96 0.4669 102.154 A 0.000 102.154 102.154 100.00 0.000 0.000 0.0000 100.00 0.000 0.000 B 0.000 102.154 C 100.00 0.000 0.000 100.00 0.000 0.000 C 0.000 102.154 100.00 0.000 0.000 Tower Pressure - Service GH = 1.100 Section Elevation ft z ft Kz q: psf AG ft2 F a c e AF ft2 AR ft2 A,eg ft2 Leg % CAAA In Face ft2 CAAA Out Face ft2 L1 99.8332- 84.1134 1.22 9.56 49.823 A 0.000 49.823 49.823 100.00 0.000 0.000 70.1512 B 0.000 49.823 100.00 0.000 0.000 C 0.000 49.823 100.00 0.000 0.000 L2 70.1512- 51.2942 1.1 8.58 84.023 A 0.000 84.023 84.023 100.00 0.000 0.000 33.6552 B 0.000 84.023 100.00 0.000 0.000 C 0.000 84.023 100.00 0.000 0.000 L3 33.6552- 16.6480 0.868 7.01 99.223 A 0.000 99.223 99.223 100.00 0.000 0.000 0.0000 B 0.000 99.223 100.00 0.000 0.000 C 0.000 99.223 100.00 0.000 0.000 Load Combinations Comb. No. Description 1 Dead Only 2 1.2 Dead+1.6 Wind 0 deg - No Ice 3 0.9 Dead+1.6 Wind 0 deg - No Ice 4 1.2 Dead+1.6 Wind 30 deg - No Ice 5 0.9 Dead+1.6 Wind 30 deg - No Ice 6 1.2 Dead+1.6 Wind 60 deg - No Ice 7 0.9 Dead+1.6 Wind 60 deg - No Ice 8 1.2 Dead+1.6 Wind 90 deg - No Ice 9 0.9 Dead+1.6 Wind 90 deg - No Ice 10 1.2 Dead+1.6 Wind 120 deg - No Ice 11 0.9 Dead+1.6 Wind 120 deg - No Ice 12 1.2 Dead+1.6 Wind 150 deg - No Ice 13 0.9 Dead+1.6 Wind 150 deg - No Ice 14 1.2 Dead+1.6 Wind 180 deg - No Ice 15 0.9 Dead+1.6 Wind 180 deg - No Ice tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 13 Comb. No. Description 16 1.2 Dead+1.6 Wind 210 deg - No Ice 17 0.9 Dead+1.6 Wind 210 deg - No Ice 18 1.2 Dead+1.6 Wind 240 deg - No Ice 19 0.9 Dead+1.6 Wind 240 deg - No Ice 20 1.2 Dead+1.6 Wind 270 deg - No Ice 21 0.9 Dead+1.6 Wind 270 deg - No Ice 22 1.2 Dead+1.6 Wind 300 deg - No Ice 23 0.9 Dead+1.6 Wind 300 deg - No Ice 24 1.2 Dead+1.6 Wind 330 deg - No Ice 25 0.9 Dead+1.6 Wind 330 deg - No Ice 26 1.2 Dead+1.0 Ice+1.0 Temp 27 1.2 Dead+1.0 Wind 0 deg+1.0 Ice+1.0 Temp 28 1.2 Dead+1.0 Wind 30 deg+1.0 Ice+1.0 Temp 29 1.2 Dead+1.0 Wind 60 deg+1.0 Ice+1.0 Temp 30 1.2 Dead+1.0 Wind 90 deg+1.0 Ice+1.0 Temp 31 1.2 Dead+1.0 Wind 120 deg+1:0 Ice+1.0 Temp 32 1.2 Dead+1.0 Wind 150 deg+1.0 Ice+1.0 Temp 33 1.2 Dead+1.0 Wind 180 deg+1.0 Ice+1.0 Temp 34 1.2 Dead+1.0 Wind 210 deg+1.0 Ice+1.0 Temp 35 1.2 Dead+1.0 Wind 240 deg+1.0 Ice+1.0 Temp 36 1.2 Dead+1.0 Wind 270 deg+1.0 Ice+1.0 Temp 37 1.2 Dead+1.0 Wind 300 deg+1.0 Ice+1.0 Temp 38 1.2 Dead+1.0 Wind 330 deg+1.0 Ice+1.0 Temp 39 Dead+Wind 0 deg - Service 40 Dead+Wind 30 deg - Service 41 Dead+Wind 60 deg - Service 42 Dead+Wind 90 deg - Service 43 Dead+Wind 120 deg - Service 44 Dead+Wind 150 deg - Service 45 Dead+Wind 180 deg - Service 46 Dead+Wind 210 deg - Service 47 Dead+Wind 240 deg - Service 48 Dead+Wind 270 deg - Service 49 Dead+Wind 300 deg - Service 50 Dead+Wind 330 deg - Service Maximum Member Forces Sectio Elevation Component n ft Type No. L1 99.8332 - Pole 70.1512 Condition Gov. Axial Major Axis Minor Axis Load Moment Moment Comb. K kip -ft kip -ft Max Tension 20 0.00 -0.00 0.00 Max. Compression 26 -9.50 0.27 -0.56 Max. Mx 20 -5.73 229.44 -0.36 Max. My 14 -5.73 0.14 -229.30 Max. Vy 20 -9.81 229.44 -0.36 Max. Vx 14 9.80 0.14 -229.30 Max. Torque 10 -0.61 L2 70.1512 - Pole Max Tension 1 0.00 0.00 0.00 33.6552 Max. Compression 26 -13.72 0.27 -0.55 Max. Mx 20 -9.58 623.42 -0.39 Max. My 14 -9.58 0.16 -622.72 Max. Vy 20 -12.41 623.42 -0.39 Max. Vx 14 12.40 0.16 -622.72 Max. Torque 10 -0.61 L3 33.6552 - 0 Pole Max Tension 1 0.00 0.00 0.00 Max. Compression 26 -20.63 0.26 -0.54 Max. Mx 20 -16.03 1149.34 -0.39 Max. My 14 -16.03 0.16 -1148.06 Max. Vy 20 -15.21 1149.34 -0.39 Max. Vx 14 15.20 0.16 -1148.06 Max. Torque 10 -0.61 tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 14 Maximum Reactions Location Condition Gov. Load Comb. Vertical Horizontal, X Horizontal, Z K K K Pole Max. Vert 26 20.63 -0.00 Max. H. 21 12.03 15.20 Max. Hi 3 12.03 0.00 Max. Mx 2 1147.28 0.00 Max. Mz 8 1149.02 -15.20 Max. Torsion 22 0.61 13.17 Min. Vert 21 12.03 15.20 Min. H, 9 12.03 -15.20 Min. H. 15 12.03 0.00 Min. M, 14 -1148.06 0.00 Min. Mz 20 -1149.34 15.20 Min. Torsion 10 -0.61 -13.17 0.00 -0.00 15.19 15.19 -0.00 7.59 -0,00 -0.00 -15.19 -15.19 -0.00 -7.59 Tower Mast Reaction Summary Load Combination Vertical K Shear, Shear Overturning Overturning Torque Moment, M, Moment, Mz K K kip -ft kip -ft kip -ft Dead Only 1.2 Dead+1.6 Wind 0 deg - No Ice 0.9 Dead+1.6 Wind 0 deg - No Ice 1.2 Dead+1.6 Wind 30 deg - No Ice 0.9 Dead+1.6 Wind 30 deg - No Ice 1.2 Dead+1.6 Wind 60 deg - No Ice 0.9 Dead+1.6 Wind 60 deg - No Ice 1.2 Dead+1.6 Wind 90 deg - No Ice 0.9 Dead+1.6 Wind 90 deg - No Ice 1.2 Dead+1.6 Wind 120 deg - No Ice 0.9 Dead+1.6 Wind 120 deg - No Ice 1.2 Dead+1.6 Wind 150 deg - No Ice 0.9 Dead+1.6 Wind 150 deg - No Ice 1.2 Dead+1.6 Wind 180 deg - No Ice 0.9 Dead+1.6 Wind 180 deg - No Ice 1.2 Dead+1.6 Wind 210 deg - No Ice 0.9 Dead+1.6 Wind 210 deg - No Ice 1.2 Dead+1.6 Wind 240 deg - No Ice 0.9 Dead+1.6 Wind 240 deg - No Ice 1.2 Dead+1.6 Wind 270 deg - No Ice 0.9 Dead+1.6 Wind 270 deg - No Ice 1.2 Dead+1.6 Wind 300 deg - No Ice 0.9 Dead+1.6 Wind 300 deg tnxTower Report - version 7.0.5.1 13.37 0.00 -0.00 0.31 0.13 0.00 16.04 -0.00 -15.19 -1147.28 0.16 -0.41 12.03 -0.00 -15.19 -1138.56 0.12 -0.41 16.04 7.60 -13.15 -993.60 -574.48 -0.12 12.03 7.60 -13.15 -986.04 -570.09 -0.12 16.04 13.17 -7.59 -573.49 -995.13 0.20 12.03 13.17 -7.59 -569.16 -987.50 0.19 16.04 15.20 0.00 0.39 -1149.02 0.47 12.03 15.20 0.00 0.29 -1140.23 0.46 16.04 13.17 7.59 574.27 -995.14 0.61 12.03 13.17 7.59 569.74 -987.50 0.60 16.04 7.60 13.15 994.38 -574.48 0.59 12.03 7.60 13.15 986.61 -570.09 0.58 16.04 -0.00 15.19 1148.06 0.16 0.41 12.03 -0.00 15.19 1139.14 0.12 0.41 16.04 -7.60 13.15 994.38 574.79 0.12 12.03 -7.60 13.15 986.61 570.32 0.12 16.04 -13.17 7.59 574.27 995.46 -0.20 12.03 -13.17 7.59 569.74 987.74 -0.20 16.04 -15.20 0.00 0.39 1149.34 -0.47 12.03 -15.20 0.00 0.29 1140.46 -0.46 16.04 -13.17 -7.59 -573.49 995.45 -0.61 12.03 -13.17 -7.59 -569.17 987.74 -0.60 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 15 Load Vertical Shearx Shearz Overturning Overturning Torque Combination Moment, Mx Moment, Mz K K K kip -ft kip -ft kip -ft - No Ice 1.2 Dead+1.6 Wind 330 deg 16.04 -7.60 -13.15 -993.60 574.79 -0.59 - No Ice 0.9 Dead+1.6 Wind 330 deg 12.03 -7.60 -13.15 -986.04 570.32 -0.58 - No Ice 1.2 Dead+1.0 Ice+1.0 Temp 20.63 0.00 -0.00 0.54 0.26 0.00 1.2 Dead+1.0 Wind 0 20.63 0.00 -1.48 -113.24 0.28 -0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 30 20.63 0.74 -1.28 -97.99 -56.71 -0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 60 20.63 1.28 -0.74 -56.33 -98.44 0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 90 20.63 1.48 -0.00 0.59 -113.71 0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 120 20.63 1.28 0.74 57.51 -98.44 0.07 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 150 20.63 0.74 1.28 99.17 -56.71 0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 180 . _ . .20.63 0.00 1.48 114.42 0.28 0.04 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 210 20.63 -0.74 1.28 99.17 57.28 0.01 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 240 20.63 -1.28 0.74 57.51 99.01 -0.03 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 270 20.63 -1.48 -0.00 0.59 114.28 -0.06 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 300 20.63 -1.28 -0.74 -56.33 99.01 -0.07 deg+1.0 Ice+1.0 Temp 1.2 Dead+1.0 Wind 330 20.63 -0.74 -1.28 -97.99 57.28 -0.06 deg+1.0 Ice+1.0 Temp Dead+Wind 0 deg - Service 13.37 0.00 -4.23 -318.16 0.13 -0.11 Dead+Wind 30 deg - Service 13.37 2.12 -3.66 -275.49 -159.32 -0.03 Dead+Wind 60 deg - Service 13.37 3.67 -2.12 -158.92 -276.04 0.06 Dead+Wind 90 deg - Service 13.37 4.24 -0.00 0.32 -318.77 0.13 Dead+Wind 120 deg - 13.37 3.67 2.12 159.56 -276.04 0.17 Service Dead+Wind 150 deg - 13.37 2.12 3.66 276.14 -159.32 0.16 Service Dead+Wind 180 deg - 13.37 0.00 4.23 318.81 0.13 0.11 Service Dead+Wind 210 deg - 13.37 -2.12 3.66 276.14 159.58 0.03 Service Dead+Wind 240 deg - 13.37 -3.67 2.12 159.56 276.31 -0.06 Service Dead+Wind 270 deg - 13.37 -4.24 -0.00 0.32 319.03 -0.13 Service Dead+Wind 300 deg - 13.37 -3.67 -2.12 -158.92 276.31 -0.17 Service Dead+Wind 330 deg - 13.37 -2.12 -3.66 -275.49 159.58 -0.16 Service Solution Summary Load Comb. 1 2 3 4 5 6 7 8 9 10 Sum of Applied Forces PX PY PZ K K K 0.00 -13.37 0.00 0.00 -16.04 -15.19 0.00 -12.03 -15.19 7.60 -16.04 -13.15 7.60 -12.03 -13.15 13.17 -16.04 -7.59 13.17 -12.03 -7.59 15.20 -16.04 0.00 15.20 -12.03 0.00 13.17 -16.04 7.59 tnxTower Report - version 7.0.5.1 PX K -0.00 0.00 0.00 -7.60 -7.60 -13.17 -13.17 -15.20 -15.20 -13.17 Sum of Reactions PY K 13.37 16.04 12.03 16.04 12.03 16.04 12.03 16.04 12.03 16.04 PZ K 0.00 15.19 15.19 13.15 13.15 7.59 7.59 -0.00 -0.00 -7.59 % Error 0.000% 0.005% 0.004% 0.000% 0.000% 0.000% 0.000% 0.005% 0.004% 0.000% 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 16 Sum of Applied Forces Sum of Reactions Load PX PY PZ PX PY PZ % Error Comb. K K K K K K 11 13.17 -12.03 7.59 -13.17 12.03 -7.59 0.000% 12 7.60 -16.04 13.15 -7.60 16.04 -13.15 0.000% 13 7.60 -12.03 13.15 -7.60 12.03 -13.15 0.000% 14 0.00 -16.04 15.19 0.00 16.04 -15.19 0.005% 15 0.00 -12.03 15.19 0.00 12.03 -15.19 0.004% 16 -7.60 -16.04 13.15 7.60 16.04 -13.15 0.000% 17 -7.60 -12.03 13.15 7.60 12.03 -13.15 0.000% 18 -13.17 -16.04 7.59 13.17 16.04 -7.59 0.000% 19 -13.17 -12.03 7.59 13.17 12.03 -7.59 0.000% 20 -15.20 -16.04 0.00 15.20 16.04 -0.00 0.005% 21 -15.20 -12.03 0.00 15.20 12.03 -0.00 0.004% 22 -13.17 -16.04 -7.59 13.17 -16.04 7.59 0.000% 23 -13.17 -12.03 -7.59 13.17 12.03 7.59 0.000% 24 -7.60 -16.04 -13.15 7.60 16.04 13.15 0.000% 25 -7.60 -12.03 -13.15 7.60 12.03 13.15 0.000% 26 0.00 -20.63 0.00 -0.00 20.63 0.00 0.001% 27 0.00 -20.63 -1.48 -0.00 20.63 1.48 0.002% 28 0.74 -20.63 -1.28 -0.74 20.63 1.28 0.002% 29 1.28 -20.63 -0.74 -1.28 20.63 0.74 0.002% 30 1.48 -20.63 0.00 -1.48 20.63 0.00 0.002% 31 1.28 -20.63 0.74 -1.28 20.63 -0.74 0.002% 32 0.74 -20.63 1.28 -0.74 20.63 -1.28 0.002% 33 0.00 -20.63 1.48 -0.00 20.63 -1.48 0.002% 34 -0.74 -20.63 1.28 0.74 20.63 -1.28 0.002% 35 -1.28 -20.63 0.74 1.28 20.63 -0.74 0.002% 36 -1.48 -20.63 0.00 1.48 20.63 0.00 0.002% 37 -1.28 -20.63 -0.74 1.28 20.63 0.74 0.002% 38 -0.74 -20.63 -1.28 0.74 20.63 1.28 0.002% 39 0.00 -13.37 -4.23 -0.00 13.37 4.23 0.005% 40 2.12 -13.37 -3.66 -2.12 13.37 3.66 0.005% 41 3.67 -13.37 -2.12 -3.67 13.37 2.12 0.005% 42 4.24 -13.37 0.00 -4.24 13.37 0.00 0.005% 43 3.67 -13.37 2.12 -3.67 13.37 -2.12 0.005% 44 2.12 -13.37 3.66 -2.12 13.37 -3.66 0.005% 45 0.00 -13.37 4.23 -0.00 13.37 -4.23 0.005% 46 -2.12 -13.37 3.66 2.12 13.37 -3.66 0.005% 47 -3.67 -13.37 2.12 3.67 13.37 -2.12 0.005% 48 -4.24 -13.37 0.00 4.24 13.37 0.00 0.005% 49 -3.67 -13.37 -2.12 3.67 13.37 2.12 0.005% 50 -2.12 -13.37 -3.66 2.12 13.37 3.66 0.005% Non -Linear Convergence Results Load Combination 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Converged? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes tnxTower Report - version 7.0.5.1 Number of Cycles 6 13 13 16 16 16 16 13 13 16 16 16 16 13 13 16 16 16 16 13 Displacement Force Tolerance Tolerance 0.00000001 0.00000001 0.00004982 0.00011444 0.00000001 0.00009000 0.00000001 0.00008289 0.00000001 0.00005980 0.00000001 0.00008261 0.00000001 0.00005960 0.00004981 0.00011933 0.00000001 0.00009337 0.00000001 0.00008638 0.00000001 0.00006231 0.00000001 0.00008138 0.00000001 0.00005863 0.00004982 0.00011461 0.00000001 0.00009010 0.00000001 0.00008434 0.00000001 0.00006079 0.00000001 0.00008471 0.00000001 0.00006105 0.00004981 0.00011941 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes 13 0.00000001 0.00009341 16 0.00000001 0.00008114 16 0.00000001 0.00005849 16 0.00000001 0.00008605 16 0.00000001 0.00006212 6 0.00000001 0.00001143 12 0.00000001 0.00006843 12 0.00000001 0.00007264 12 0.00000001 0.00007276 12 0.00000001 0.00006901 12 0.00000001 0.00007427 12 0.00000001 0.00007420 12 0.00000001 0.00007009 12 0.00000001 0.00007488 12 0.00000001 0.00007489 12 0.00000001 0.00006981 12 0.00000001 0.00007353 12 0.00000001 0.00007346 12 0.00000001 0.00010309 12 0.00000001 0.00010414 12 0.00000001 0.00010325 12 0.00000001 0.00010370 12 0.00000001 0.00011881 12 0.00000001 0.00009877 12 0.00000001 0.00010358 12 0.00000001 0.00010968 12 0.00000001 0.00011105 12 0.00000001 0.00010390 12 0.00000001 0.00009817 12 0.00000001 0.00011767 November 27, 2017 CCI BU No 846415 Page 17 Maximum Tower Deflections - Service Wind Section Elevation No. ft Horz. Deflection in Gov. Load Comb. Tilt Twist L1 99.8332 - 16.13 70.1512 L2 73.5153 - 8.44 33.6552 L3 38.0114-0 2.11 47 47 47 1.53 1.16 0.52 0.00 0.00 0.00 Critical Deflections and Radius of Curvature - Service Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt Twist Radius of Curvature ft 100.0000 Lightning Rod 8' x 5/8" 47 16.13 1.53 0.00 14372 97.0000 SBNHH-1D65C w/ Mount Pipe 47 15.25 1.50 0.00 14372 Maximum Tower Deflections - Design Wind Section Elevation No. ft Horz. Deflection in Gov. Load Comb. Tilt Twist L1 99.8332 - 58.07 20 5.52 70.1512 L2 73.5153 - 30.40 20 4.17 0.01 33.6552 L3 38.0114 - 0 7.60 20 1.87 0.00 0.02 tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 Section No. Elevation ft Horz. Gov. Tilt Twist Deflection Load in Comb. November 27, 2017 CCI BU No 846415 Page 18 Critical Deflections and Radius of Curvature - Design Wind Elevation ft Appurtenance Gov. Load Comb. Deflection in Tilt Twist Radius of Curvature ft 100.0000 Lightning Rod 8' x 5/8" 20 58.07 5.52 0.02 4061 97.0000 SBNHH-1D65C w/ Mount Pipe 20 54.90 5.38 0.01 4061 Compression Checks Pole Design Data Section Elevation No. ft Size L L KI/r A ft ft in2 P K 4)Pn K Ratio Pu �Pn L1 99.8332 - TP22.9126x16x0.1875 29.682 0.0000 0.0 13.247 -5.73 872.02 0.007 70.1512 (1) 0 3 L2 70.1512 - TP30.8496x21.7541x0.25 39.860 0.0000 0.0 23.832 -9.58 1560.03 0.006 33.6552 (2) 1 5 L3 33.6552 - 0 TP38x29.3556x0.3125 38.011 0.0000 0.0 37.923 -16.03 2460.64 0.007 (3) 4 0 Pole Bending Design Data Section Elevation No. ft Size Mux Wnx Ratio M„ i, OMny Mux kip -ft kip -ft 4 Mnx kip -ft kip -ft Ratio Mir d)Mnv L1 99.8332 - TP22.9126x16x0.1875 229.53 389.56 0.589 0.00 389.56 0.000 70.1512 (1) L2 70.1512 - TP30.8496x21.7541x0.25 623.42 940.43 0.663 0.00 940.43 0.000 33.6552 (2) L3 33.6552 - 0 TP38x29.3556x0.3125 1149.34 1888.58 0.609 0.00 1888.58 0.000 (3) Pole Shear Design Data Section Elevation No. ft Size Actual vu K 014, K Ratio Actual V� Tu OT„ Ratio T .V„ kip -ft - kip -ft - ST, L1 99.8332 - TP22.9126x16x0.1875 9.81 436.01 0.022 0.20 789.91 0.000 70.1512 (1) L2 70.1512 - TP30.8496x21.7541x0.25 12.41 780.01 0.016 0.47 1906.91 0.000 33.6552 (2) L3 33.6552 - 0 TP38x29.3556x0.3125 15.21 1230.32 0.012 0.47 3829.45 0.000 (3) tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 November 27, 2017 CCI BU No 846415 Page 19 Pole Interaction Design Data Section Elevation Ratio Ratio Ratio Ratio Ratio Comb. Allow. No. P„ M. M„Y V„ T„ Stress Stress ft (OP„ (1)M„x (1)M„Y (1)V„ (1)T„ Ratio Ratio Criteria L1 99.8332 - 0.007 0.589 0.000 0.022 0.000 0.596 1.000 4.8.2 70.1512 (1) L2 70.1512 - 0.006 0.663 0.000 0.016 0.000 0.669 1.000 4.8.2 33.6552 (2) L3 33.6552 - 0 0.007 0.609 0.000 0.012 0.000 0.615 1.000 4.8.2 (3) Section Capacity Table Section Elevation No. ft Component Type Size Critical P 0Pe„ow % Pass Element K K Capacity Fail L1 99.8332 - Pole TP22.9126x16x0.1875 1 -5.73 872.02 59.6 Pass 70.1512 L2 70.1512 - Pole TP30.8496x21.7541x0.25 2 -9.58 1560.03 66.9 Pass 33.6552 L3 33.6552 - 0 Pole TP38x29.3556x0.3125 3 -16.03 2460.64 61.5 Pass Summary Pole (L2) 66.9 Pass RATING = 66.9 Pass tnxTower Report - version 7.0.5.1 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 APPENDIX B BASE LEVEL DRAWING tnxTower Report - version 7.0.5.1 November 27, 2017 CCI BU No 846415 Page 20 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 tnxTower Report - version 7.0.5.1 November 27, 2017 CCI BU No 846415 Page 21 (PROPOSED) (1) 1/4" TO 97 FT LEVEL (2) 3/4" TO 97 FT LEVEL (INSTALLED -IN CONDUIT) (2) 3/8" TO 97 FT LEVEL (INSTALLED) (2) 1/4" TO 97 FT LEVEL (4) 3/4" TO 97 FT LEVEL (18) 7/8" TO 97 FT LEVEL 100 Ft Monopole Tower Structural Analysis Project Number 37517-3841.001.7805, Application 412940, Revision 2 APPENDIX C ADDITIONAL CALCULATIONS tnxTower Report - version 7.0.5.1 November 27, 2017 CCI BU No 846415 Page 22 N 38.0114 39.8601 29.6820 TYPE O M C> 0 O O r 0 N N A572-65 4.3 2.8 1.2 � 0.2500 97 SBNHH-1D65C w/ Mount Pipe 30.8496 DC6-48-60-18-8F c SBNHH-1D65C w/ Mount Pipe 97 38.0000 o N Length (ft) Number of Sides Thickness (in) Socket Length (ft) F - o m Grade 6 99.8 ft 70.2 ft 33.7 ft 0.0 ft 1 ALL REACTIONS ARE FACTORED AXIAL 21 K DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Lightning Rod 8' x 5/8" 100 KFTDR00110030 97 SBNHH-1D65C w/ Mount Pipe 97 KFTDR00110030 97 SBNHH-1D65C w/ Mount Pipe 97 DC6-48-60-18-8F 97 SBNHH-1D65C w/ Mount Pipe 97 DC6-48-60-18-8F 97 742 265 w/ Mount Pipe 97 SBNHH-1 D65C w/ Mount Pipe 97 742 265 w/ Mount Pipe 97 SBNHH-1D65C w/ Mount Pipe 97 742 265 w/ Mount Pipe 97 SBNHH-1D65C w/ Mount Pipe 97 RRH2X40-07L-AT 97 80010966 w/ Mount Pipe 97 RRH2X40-07L-AT 97 80010966 w/ Mount Pipe 97 RRH2X40-07L-AT 97 80010966 w/ Mount Pipe 97 RRH4X25-WCS 97 B25 RRH4x30-4R 97 RRH4X25-WCS 97 B25 RRH4x30-4R 97 RRH4X25-WCS 97 B25 RRH4x30-4R 97 RRH2x60-850 97 B66ARRH4X45 97 RRH2x60-850 97 B66ARRH4X45 97 RRH2x60-850 97 B66A RRH4X45 97 (2) CS72993.08 97 FRBI 97 (2) CS72993.08 97 FRBI 97 (2) CS72993.08 97 FRBI 97 (2) LGP21401 97 DC6-48-60-18-8C 97 (2) LGP21401 97 Platform Mount (LP 101-1) 97 (2) LGP21401 97 MATERIAL STRENGTH GRADE Fy Fu GRADE 1 Fy Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.0000 ft 8. TOWER RATING: 66.9% SHEAR MOMENT 1 K ( J 115 kip -ft TORQUE 0 kip -ft 30 mph WIND - 0.2500 in ICE AXIAL 16K SHEAR MOMENT 15 K f 1149 kip-ff TORQUE 1 kip -ft REACTIONS - 85 mph WIND Paul J. Ford and Company 250 E. Broad Street, Suite 600 pJFColumbus, OH 43215 Phone: 614.221.6679 FAX: 614.448.4105 Job: 100 ft Monopole /Allentown 2 P Ofe`"' PJF 3 751 7-3841 /BU 846415 Client: Crown Castle Drawn by: Joey Meinerding App'd: Code: TIA-222-G Date: 11/27/17 Scale: NTS Path: Dwg No. E-1 Square, Stiffened / Unstiffened Base Plate, Any Rod Material - Rev. F /G Assumptions: 1) Rod groups at corners. Total # rods divisible by 4. Maximum total # of rods = 48 (12 per Corner). 2) Rod Spacing = Straight Center -to -Center distance between any (2) adjacent rods (same corner) 3) Clear space between bottom of le Site Data BU#: 846415 Site Name: Alientown 2 App #: Anchor Rod Data Eta Factor, r) 0.5 TIA G (Fig. 4-4) Qty: 8 in Diam: 2.25 in Rod Material: A615 -J in Yield, Fy: 75 ksi Strength, Fu: 100 ksi Bolt Circle: 46 in Anchor Spacing: 6 in Plate Data W=Side: 43 in Thick: 2 in Grade: 60 ksi Clip Distance: 6.44 in Stiffener Data (Welding at both sides) Configuration: Unstiffened in Weld Type: 0.3125 ** Groove Depth: 65 in ** Groove Angle: 12 degrees Fillet H. Weld: <-- Disregard Fillet V. Weld: in Width: in Height: in Thick: in Notch: in Grade: ksi Weld str.: ksi Pole Data Diam: 38 in Thick: 0.3125 in Grade: 65 ksi # of Sides: 12 "o" IF Round Base Reactions TIA Revision: G Factored Moment, Mu: 1149 ft -kips Factored Axial, Pu: 16 kips Factored Shear, Vu: 15 kips Anchor Rod Results TIA G --> Max Rod (Cu+ Vu/r)): Axial Design Strength, *Fu*Anet: Anchor Rod Stress Ratio: Base Plate Results Base Plate Stress: PL Design Bending Strength, m*Fy: Base Plate Stress Ratio: N/A - Unstiffened Stiffener Results Horizontal Weld : Vertical Weld: Plate Flex+Shear, fb/Fb+(fv/Fv)^2: Plate Tension+Shear, ft/Ft+(fv/Fv)^2: Plate Comp. (AISC Bracket): Pole Results Pole Punching Shear Check: 155.6 Kips 260.0 Kips 59.9% Pass Flexural Check 50.2 ksi 54.0 ksi 93.0% Pass N/A N/A N/A N/A N/A N/A Max PL Length Anchors at corner= Cty/4 = BASE PL THICKNESS CL Anchor, Typ. STIFFENED CONFIGURATION ASSUMED IN TOOL B.G. Pole w/ DIAM = D Anchor Spacing Some As Stiffener Spacing. Except for Sionle Corner Anchor (Input Clear Space) Input Clear Space at B.C. for Sinale Anchor Case ** Note: for complete joint penetration groove welds the groove depth must be exactly 1/2 the stiffener thickness for calculation purposes PL Ref. Data Yield Line (in): 22.81 Max PL Length: 22.81 CCIplate 1.5 - Square Base F -G 1.2, Effective March 19, 2012 Analysis date: 11/27/2017 Drilled Pier Foundation BU#: Site Name: App. Number: TIA-222 Revison: Tower Type: 846415 Alientown 23 Monopole Applied Loads Comp. Uplift Moment (kip -ft) 1/ '1149 Ext. Above Grade Axial Force (kips) ,, 16 Pier Section 1 Shear Force (kips) : 15 :, / `»;t5.5 Material Properties Concrete Stren•th, fc: Rebar Stren•th, F : 60 ksi ksi Pier Design Depth Data _ `f =%;20 ft Ext. Above Grade <"_. 0.5 ft Pier Section 1 From 0.5' above grade to 20' below grade Pier Diameter :, / `»;t5.5 ft Rebar Quantity ;£. ,.,i 14 80.54 Rebar Size : X11 20.5% Clear Cover to Ties ,_ :.3 in Tie Size u^ ; �` =4 0 Analysis Results Soil Lateral Caoacit Compression Uplift D•_o (ft from TOC) 5.39 - Soil Safety Factor 2.28 - Max Moment (kip -ft) 1231.57 - Rating 58.3% - Soil Vertical Capacity Compression Uplift Skin Friction (kips) 125.98 - End Bearing (kips) 267.28 - Weight of Concrete (kips) 64.54 - Total Capacity (kips) 393.26 - Axial (kips) 80.54 - Rating 20.5% - Reinforced Concrete Capacity Compression Uplift Critical Depth (ft from TOC) 5.17 - Critical Moment (kip -ft) 1231.32 - Critical Moment Capacity 2750.78 - Rating 44.8% - Soil Interaction Rating 58.3% Structural Foundation Rating 44.8% CrCROWN CASTLE Layer Top (t4 Bottom ,'' (ft) ; Thickness (ft) y:•n (pcf) v •�• (pcf) Cohesion (ksf) Angle of Friction (degrees) Calculated Ultimate Skin Friction Comp (ksf) Calculated Ultimate Skin Friction Uplift (ksf) Ultimate Skin - % Friction Comp, , Override (ksf).% Ultimate Skin Friction Uplift 'Override (ksf) Ult. Gross Bearing Capacity (ksf) SPT Blow Count Soil Type 1 0 ; „";3 3 100 150 0 0 0.000 0.000 , ; 0.00 :: , ;0.00 Cohesionless 2 3 ; ,; ; 7 4 100 150 0 28 0.000 0.000 ' i 0.16 0.12 Cohesionless 3 7 .; t"11 4 32.6 87.6 0 28 0.000 0.000 , 0.39 0.29 Cohesionless 4 11 ;16 5 , 48.6 87.6 0 34 0.000 0.000 0.68 0.51 Cohesionless 5 16 ° '. ' 20 4 58.6 87.6 0 38 0.000 0.000. 1.03 ;. 0.77 15 Cohesionless Version 1.1.0 Monopole Analysis per 2012 IBC Site BU: 846415 Work Order: Alientown 2 Application: Rev. IVJVCC8A°STLE From TNX. Axial, Wt = 16.0 Shear, VW = 15.0 kips kips Appurtenance Weight (top 1/3 of structure), W„ = degrees minutes seconds Fundamental Frequency, Ff = degr degr Site Latitude = 47 29 36.70 47.4935 Site Longitude = -122 16 15.40 -122.2709 Mass or Stiffness Irregularities = No (Table2-9) (Table2-1) (Table 2-11) Ground Supported Structure = Yes Structure Class = II Site Class = D - Stiff Soil Spectral response acceleration short periods, SS = 1.499 USGS Seismic Tool Spectral response acceleration 1 s period, S1= 0.562 Tower Height (AGL), Ht = 99.8 ft (Table 2-3) (Table 2-12) (Table 2-13) (2.7.6) (2.7.6) (2.7.7.1) kips Importance Factor, I = 1.0 Acceleration -based site coefficient, Fa = 1.0 Velocity -based site coefficient, F„ = 1.5 Design spectral response acceleration short period, SDS = 0.999 Design spectral response acceleration 1 s period, SDI = 0.562 Calculated CS = 0.666 Base Seismic Shear, VS = 8.9 Appurtenance Weight (top 1/3 of structure), W„ = 4.4 Average Moment of Inertia, lavg = 2576.1 Fundamental Frequency, Ff = 0.443 Ff related variable, SA = 0.249 Calculated CS = 0.166 Minimum CS = 0.044 Minimum CS when S1 >_ 0.75 = 0.000 Final CS = 0.166 Alternative Base Seismic Shear, VS = 2.2 Response Modification Factor, R = 1.5 CCISeismic 2.0.07 Full seismic analysis is required by 2012 IBC for all sites. kips a m (2.7.11.2) (2.7.8.1) kips ees ees Page 1 Analysis Date: 11/27/2017 4.3753969 Linear Increment Linear Seismic Induced Moment (kip -ft) O hO+ IO c.," d' N 1-4 0 N n 0 O` O 0 co d' 0 d' V) 0 0.37 co N O In O O u 6i' "-I e L 4 .)CO..-. '„ v Y, - N O co V1 N 0 0 O O M O 0 O '""I 60 O N O O - "-I 66 O V) e -a O In 1-1 0 O d• .-I 0 O as 0 0 O Vj I� N 07 .O e•-1 d. "-1 O M d' O O, M CO H 9 CO N O 9 co N. eti 0 V) V) N 0 O+ d• N 0 I. N N 0 O In eti 0 V .-1 NI In co N. d' O O I� IO "y o d' N 0 0 N e' -I 0 0 N 0 0 0 O .--I 0 0 V) M 0 0 N d' 0 0 V) N 0 0 t0 M IT N 0 0 co 0"00 C "-I 9 d' 9 N 0 V) 0 0 I� 00 0 n 0 d' 0 0 co O In I. M e4 .4 I. '0 O .4 - O O 0 d' n VI 0 d' CO M 0 N r. N 0 O+ "-I "-i 0 m d' O 0 V) 0 O 0 h fl. V I' 0' N M m0000°0000 .D T 0 0 O O IT M O+ 0 O 0, M O 0 O O+ M IT 0 O O` M O` 0 O O` M O` 0 O O` en 0+ 0 O O\ M O+ 0 O ON M O 0 O 4 a V) • V) T co V) i. --..D V) VI V) V) d' Ln M N N N e -I N Discrete u 'O C^ .0 N N W F U 'E T' O m' V C ` O "-I O H 4 e - d' Ni .--I .p '0 N N Ni "-I N L*. . A N C'' v0 N .-,CO O d' N I, O 0 co "-I N V1 NI N .-1 ' Q7 O` "-I eH IO CO sO .4 CO V) "-I 0 co d' d' 1--1 .-I .ti - d' "-1 co .4 0 In as 0 .0 O co O co O. O` .4 .4 h M eD .4 co .O d' .4 A 0 0 O+ ON CO CO "-1 .-1 .--I NI CO .-1 d' CO n "-I y 3o. v N M o o °' O O o o O ts o" N xd' O ooa,Ir co Analysis Date: 11/27/2017 CCISeismic 2.0.07 0 0 Section Increment Monopole Section Data Seismic Induced Moment (kip -ft) rti N 6 N O O O ey ON, O Ol, 4 N N 2.82 4 Q` 4 5.84 h 4 4 2.27 0.35 Seismic Shear, F, (kips) 0.308 ,y O N . o N h o -0.047 0.058 0.128 I` O CO O 0.174 0.088 CO N N CO 4 O In V' o M V. O Q V' N. „'1 Q -0.104 t� H , 1 o N d' N 0 t\ N N 0 0.245 O N N 0 ,--' CO e0 0 V 0.823 'O CO O N "1 O 0.084 e0 O O ,D O O d' O O 0.022 h O G eH O C e-1 O C L M ey 4 0.220 N O 0 N c -I 0 O O 0 M O O 0 0.049 0.062 ey h O G 0, 0 O C n co O O CZ LO N e: if) m eti '0 o e -i O m O 0, VD CJ l0 '*d' 6 N COCV 0 N ON 0 0.100 0.032 M 0 0 0 0 UO 0) R_ L tU F. .'"0 E 0 Q O .--� w.. M to N 7 N co CO M CO N 4 so V) '0 ,--1 0 C. N. N. O, 0 0 to O N 0 ,--1 NO d' N 0' N V0 NO N 4 N CO t0 N. 1 CO N N CO e4-1 i' LO CI. 0 to O. N N 0 L y 0. v 0.34828 ,0 N '0 O, M O 0.428984 0.619414 0, N co ,0 O 0.744245 0.794945 co O e-1 M O 4 o- 0, . - t� N.N. 0] r co CO O O 4. W E^ 15 O V tf) n n t, 0 co N. N O CO 0 h S ' 1. CO 0 1-10 d7, CI 6N * O, CO , -1 b CO N 4 t-, CO CO N ,0 4 Le N 6, O "I Ni N a.4 b ,0 N N CO CO .4 nj CO O, CO N O N Wall Thickness (in) 0.1875 Lel N. co ,ti O 0.1875 0.25 to N O to N C to N O 0.3125 tf) N ,-1 M O 0.3125 to N ,--I M O v E O y ad 0 O R ..--,M o O, co CO N - h h t� to ,O N N '� '' N 6, 6 In M O N M co S. 4 M N O ,O,ID 0, O, ) If N O O to h O, N ,0 CO ,-+ O, CO O 6, CO co O CO N„ eti CO CO d .1.'3 G p o F A v co ° .-i co O N M 4 1-...4'1 N. N ,O N * N n N O V) M O N CO N. 4 CO N ,0 O, 6, to N LO tf) U) CO N h O, N ,D CO O, M O O, CO O co n e.V CO 0 t. N d N z z N N N N N N N N N N N C E 0 U,.. f,.... J 0 - 0 - N 0 ,O0, 0 0 - 0- - ' q, 0 - 0 ,-1 0 ,-1 a ,_.1 0 N 'O .0 00 N T N M CO 0 0, N M CO CO COt-a N N 0, 0' CO to ,-1 N ,O CO V) ,-1 V) N Md LON 1-1 tf) d' c0 N O CO ' ,--1 ,--1 0 CO d ' , -1 1--1 0 N -c' ,--1 ,-. 0 , LO G 0 O , -,in p N N L M S Q CO 99.8332 89.8332 I79.8332 M tf) M t. 63.5153 53.5153 43.5153 38.0114 4 a' O 0O N 18.0114 I8.0114 Analysis Date: 11/27/2017 CCISeismic 2.0.07 el 38.0114 39.8601 29.6820 TYPE 0.1875 +I M 16.0000 N m N —_—_ —_ A572-65 4.3 2.8 1.2 12 0.2500 N U) O V N 30.8496 Seismic Linear Force 6 E o Seismic Discrete Force 4 to cn gi 38.0000 po d o Length (8) Number of Sides Thickness (in) Socket Length (6) Top Dia (in) 0 o m I Grade Weight (K) 8.4 99.88 70.28 33.7ft 0.0 ft DESIGNED APPURTENANCE LOADING TYPE ELEVATION TYPE ELEVATION Seismic Discrete Force 1 104 Seismic Linear Force 5 55 Seismic Discrete Force 2 100 Seismic Section Force 6 48.5153 Seismic Discrete Force 3 98 Seismic Linear Force 6 45 Seismic Discrete Force 4 97 Seismic Section Force 7 38.5853 Seismic Section Force 1 94.8332 Seismic Linear Force 7 35 Seismic Linear Force 1 93.5 Seismic Section Force 8 33.0114 Seismic Linear Force 2 85 Seismic Linear Force 8 25 Seismic Section Force 2 84.8332 Seismic Section Force 9 23.0114 Seismic Linear Force 3 75 Seismic Linear Force 9 15 Seismic Section Force 3 74.9922 Seismic Section Force 10 13.0114 Seismic Section Force 4 68.5153 Seismic Linear Force 10 5 Seismic Linear Force 4 65 Seismic Section Force 11 4.0057 Seismic Section Force 5 58.5153 MATERIAL STRENGTH GRADE Fy Fu GRADE Fy Fu A572-65 65 ksi 80 ksi TOWER DESIGN NOTES 1. Tower is located in King County, Washington. 2. Tower designed for Exposure C to the TIA-222-G Standard. 3. Tower designed for a 85 mph basic wind in accordance with the TIA-222-G Standard. 4. Tower is also designed for a 30 mph basic wind with 0.25 in ice. Ice is considered to increase in thickness with height. 5. Deflections are based upon a 60 mph wind. 6. Tower Structure Class II. 7. Topographic Category 1 with Crest Height of 0.0000 ft 8. TOWER RATING: 35.5% ALL REACTIONS ARE FACTORED AXIAL 13K SHEAR \ MOMENT O K j >r 0 kip -ft 30 mph WIND - 0.2500 in ICE AXIAL 16K SHEAR MOMENTpft 6 K 548 kift REACTIONS - 85 mph WIND Paul J. Ford and Company 250 E. Broad Street, Suite 600 pJFColumbus, OH 43215 Phone: 614.221.6679 FAX: 614.448.4105 Job: 100 ft Monopole /Allentown 2 Prated: PJF 37517-3841 /BU 846415 Client: Crown Castle Draw" by: Joey Meinerding APP'd: cede TIA-222-G Date: 11/27/17 Scale: NTS Path: Dwg No. Drew Parker •11asTec Network Solutions 1351 E. Irving Park Road 1 630-634-4932 1 drew.parker@mastec.com 03/12/18 Bill Rambo Permit Technician City of Tukwila -Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Response to Correction Letter #1 -Item 1. Detailed Description of Changes Dear Bill Rambo: This letter is a response to Correction Letter #1 sent from your office on February 27, 2018. Correction Letter #1 requested updates to Development Permit Application Number D18-0032 for AT&T equipment upgrades and maintenance at 12228 51 Place S. Item 1 of Correction Letter #1 requested a detailed description of changes proposed, which can be seen below: • REMOVE (6) EXISTING PANEL ANTENNAS • REMOVE (6) EXISTING TMA'S • INSTALL (6) PROPOSED PANEL ANTENNAS • INSTALL (9) PROPOSED RRH'S • INSTALL (1) PROPOSED DC6 SURGE SUPPRESSOR • INSTALL (1) PROPOSED RAYCAP • INSTALL (1) PROPOSED DC TO DC CONVERTER • INSTALL(4) PROPOSED CONVERTER MODULES • INSTALL (1) PROPOSED 2C BCEM CARD • INSTALL (1) PROPOSED 5C BCEM CARD • INSTALL (1) PROPOSED 6C BCEM CARD The area of the additional antennas proposed will exceed 10% of the square footage of the existing antennas, however the area of the existing support structure will remain the same. Item 3 of Correction Letter # 1 requested a description showing how the project and site qualifies as an eligible facility under Section 6409 of the Spectrum Act, which can be seen below: This proposal complies with Tukwila Municipal Code (TMC) Section 18.58 which regulates the placement, construction and modification of wireless communication facilities, in order to protect the health, safety and welfare of the public, while not unreasonably interfering with the development of the competitive wireless telecommunications marketplace in the City. This proposal is not consider a substriMENED as defined by TMC Section 18.58.200. CITY OF TUK ILA CLTOR#RECTION bL�-0032 MAY 11 2018 PERMIT CENTER 1 The proposal qualifies as an Eligible Facilities Request for a minor modification under Section 6409a. A copy of the Federal Commission's 6409a rule is enclosed for your information. AT&T proposes the following minor modifications to this site. (Please note: all work will be performed wholly within the existing premises and utility easements; and the project otherwise complies with the site's original conditions of approval.) Component Federal Section 6409 Limits AT&T's Proposed Modification Increase height of original structure 20 feet or less No increase in height of existing equipment or structure proposed. Antennas extending horizontally from edge of structure 20 feet or less Antennas extend less than 20 feet out from edge of the tower Additional equipment cabinets 4 or fewer, with no cabinets larger than the existing cabinets No additional cabinets proposed. Excavation Excavation or deployment outside the current site. No excavation proposed for this scope of work. Concealment Proposal would defeat concealment elements of the eligible support structure. This site is free of any concealment features. Sincerely, Drew Parker Zoning & Permitting Specialist 1351 E. Irving Park Road, Itasca, IL 60143 Office: 630-634-4932 Email: Drew.Parker@mastec.com www.mastecnetworksolutions.com Page 2 March 13, 2018 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, WA 98188 Re: AT&T Wireless Communication Facility Modification Site Number/Name: SC15— Allentown 2 — LTE 6C Upgrade Site Address: 12228 51ST PLACE SOUTH Response to Correction Letter #1 -Item 3. 6409a COVER LETTER Department of Community Development: 4IasTec Network Solutions On behalf of New Cingular Wireless PCS, LLC (dba "AT&T") we are pleased to submit this request to modify AT&T's existing wireless communication site at the location referenced above. Proposal AT&T proposes to modify an existing unstaffed wireless communication facility. The existing facility is located on a radio tower located at 12228 51ST PLACE SOUTH. The proposed modification is depicted below and also show on the accompanying construction drawings. • REMOVE (6) EXISTING PANEL ANTENNAS • REMOVE (6) EXISTING TMA'S • INSTALL (6) PROPOSED PANEL ANTENNAS • INSTALL (9) PROPOSED RRH'S • INSTALL (1) PROPOSED DC6 SURGE SUPPRESSOR • INSTALL (1) PROPOSED RAYCAP • INSTALL (1) PROPOSED DC TO DC CONVERTER • INSTALL (4) PROPOSED CONVERTER MODULES • INSTALL (1) PROPOSED 2C BCEM CARD • INSTALL (1) PROPOSED 5C BCEM CARD • INSTALL (10 PROPOSED 6C BCEM CARD Scope of Work The proposal qualifies as an Eligible Facilities Request for a minor modification under Section 6409a. A copy of the Federal Commission's 6409a rule is enclosed for your information. AT&T proposes the following minor modifications to this site. (Please note: all work will be performed wholly within the existing premises and utility easements; and the project otherwise complies with the site's original conditions of approval.) CORRECTION bW- 0032 RECE! 'ER CITY OF TU QNILei MAY 11 2018 PERMIT CENTER Page 2 Component Federal Section 6409 Limits AT&T's Proposed Modification Increase height of original structure 20 feet or less No increase in height of existing equipment proposed. Antennas extending horizontally from edge of structure 20 feet or less Antennas extend less than 20 feet out from edge of the tower Additional equipment cabinets 4 or fewer, with no cabinets larger than the existing cabinets No additional cabinets proposed. Excavation Excavation or deployment outside the current site. No excavation proposed for this scope of work. Concealment Proposal would defeat concealment elements of the eligible support structure. This site is free of any concealment features. FCC Shot Clock for Section 6409a Minor Modifications Based on a submittal intake appointment date/filing date of February 27, 2018, the projected FCC deadline for a decision is April 27, 2018. Our goal is to work with you to obtain approval of this minor modification earlier than the deadline. We will respond promptly to any requests for information you may have for our application. Please let us know how we can work with you to expedite the approval process. We look forward to working with you on this important project, which will significantly improve wireless telecommunication services in your community without requiring an additional site. Should you have any questions or require additional information, please do not hesitate to contact me. Sincerely, Drew Parker, Zoning & Permitting Specialist 1351 E. Irving Park Road, Itasca, IL 60143 Office: 630-634-4932 Email: Drew.Parker@mastec.com CITY OF TUKWILA Department of Community Development 6300 Soulhcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 WIRELESS TELE- COMMUNICATION FACILITIES APPLICATION FOR STAFF USE ONLY Planner: File Number: Application Complete Date: Project File Number: Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: SC15 / Allentown 2 / LTE 6C BRIEF DESCRIPTION OF PROJECT: AT&T equipment upgrades on existing radio tower cell site. CIRCLE TYPE : TYPE 2 TYPE 3 Public Hearing Notices and Hearing Examiner Fees Apply. LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 12228 51st Place South Seattle, WA 98178 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Drew Parker - Zoning & Permitting Specialist Address: 1351 E. Irving Park Road Itasca IL. 60143 Phone: 630-634-4932 E-mail: drew.parker@mastec.com Signature: DYew?al-kei- Date: 03/13/18 CORRECTION LTR# RECEIVED CITY OF TUKWILA MAY 11 2010 PERMIT CENTER Vl'4SFIAREPOINT FOLDER RES IRUCTUREUtefereocetAPPLI ATIONS -Land Use Apps in uts.CURRENT LAND USE APPLICATION SORAFT Wireless Cotnmunicetion 180032‘ Facihty.doca 2/7/2019 c ca.) City of Tukwila Department of Community Development ANTHONY MISTRETTA 1351 E IRVING PARK RD ITASCA, IL 60143 RE: Permit No. D18-0032 AT&T MOBILITY 12228 51 PL S Dear Permit Holder: Allan Ekberg, Mayor Jack Pace, Director In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 3/12/2019. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206-438-9350 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven(7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 3/12/2019, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Jazzel Salzar Permit Technician File No: D18-0032 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 August 6, 2018 Anthony Mistretta MasTec 1351 E. Irving Road Itasca, IL 60143 RE: Request for Permit Application Extension #1 Permit Number D18-0032 Dear Mr. Mistretta, This letter is in response to your written request for an extension to Application Number D18-0032. The Building Official, Jerry Hight, has reviewed your letter and considered your request to extend the above referenced permit. It has been determined that the City of Tukwila Building Division will be granting an extension to the permit application through February 16, 2019. If you should have any questions, please contact our office at (206) 431-3670. Sincerely, -W-17 Bill Rambo Permit Technician File: Permit No. D18-0032 Tukwila City Hall • 6200 Southcenter Boulevard • Tukwila, WA 98188 • 206-433-1800 • Website: TukwilaWA.gov Bill Rambo From: Sent: To: Cc: Subject: Attachments: Hi Bill, Anthony Mistretta <Anthony.Mistretta@mastec.com> Wednesday, August 1, 2018 2:56 PM Bill Rambo Andy Fitz Permit # D18-0032 & EL18-0121 App Expiration Notice from JX.PDF In the Interest of obtaining the appropriate permits referenced above, I am requesting that our applications be extended so that we will have enough time to accommodate any corrections that need to be made. Per our conversation, our main hold up is with land use. If you will, please consider an extension for both applications mentioned above. We have the correction letters and will address them according to the comments listed on the letter. We appreciate all of your consideration, and look forward to working with you in the future! Sincerely, Anthony Mistretta Zoning & Permitting Specialist .:.MasTec Network Solutions 1351 E. Irving Park Road, Itasca, IL 60143 Office: (630) 228-6229 Email: Anthony.Mistretta@mastec.com www.mastecnetworksolutions.com RECEIVED CITY OF TUKWILA AUG 012018 PERMIT CENTER NOTICE: Th:' information contained in this email and any document attached hereto is intended only for the named recipient(s). If you are not the intended recipient nor the employee or agent responsible for delivering this message in confidence to the intended recipient(s), you are hereby notified that you have received this transmittal in error, and any review, dissemination, distribution or copying of this transmittal or its attachments is strictly prohibited. If you have received this transmittal and/or attachments in error, please notify me immediately by reply e-mail and then delete this message, including any attachments. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. Request for Extension # 1 Current Expiration Date: SH (o f Extension Request: 7Approved for a/ el days Denied (provide explanation) 1 Signature _nitials 1 Bill Rambo From: Anthony Mistretta <Anthony.Mistretta@mastec.com> Sent: Wednesday, August 1, 2018 2:57 PM To: Bill Rambo Subject: Permit # D18-0032 & EL18-0121 Hi Bill, I will now be serving as the primary contact for the two applications listed above. Please forward any documentation you will need on my end to make this transition easier! Thanks! Sincerely, Anthony Mistretta Zoning & Permitting Specialist •: i a Te Notwork Solutions 1351 E. Irving Park Road, Itasca, IL 60143 Office: (630) 228-6229 Email: Anthony.Mistretta@ mastec.com www.mastecnetworksolutions.com RECEIVED CITY OF TUKWILA AUG 01 2018 PERMIT CENTER NOTICE: The information contained in this email and any document attached hereto is intended only for the named recipient(s). If you are not the intended recipient, nor the employee or agent responsible for delivering this message in confidence to the intended recipient(s), you are hereby notified that you have received this transmittal in error, and any review, dissemination, distribution or copying of this transmittal or its attachments is strictly prohibited. If you have received this transmittal and/or attachments in error, please notify me immediately by reply e-mail and then delete this message, including any attachments. CAUTION: This email originated from outside the City of Tukwila network. Please DO NOT open attachments or click links from an unknown or suspicious origin. 1 7/2/2018 City of Tukwila Department of Community Development DREW PARKER 1351 E IRVING PARK ROAD ITASCA, IL 60143 RE: Permit Application No. D18-0032 AT&T MOBILITY 12228 51 PL S Dear DREW PARKER, Allan Ekberg, Mayor Jack Pace, Director In reviewing our current application files, it appears that your permit applied for on 2/7/2018, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Currently your application has a status of COMMENTS OUT and is due to expire on 8/7/2018. If you still plan to pursue your project, you are hereby advised to do one of the following: 1) If the plan review is complete for the project and your application is approved, you may pick up the application before the date of expiration. At the time of permit issuance the expiration date will automatically be extended 180 days. -or- 2) If the plan review is not completed submit a written request for application extension (7) seven days in advance of the expiration date. Address your extension request to the Building Official and state your reason(s) for the need to extend your application. The Building Code does allow the Building Official to approve one extension of up to 90 days. If it is determined that your extension request is granted, you will be notified by mail. In the event that we do not receive your written request for extension or request is denied, your permit application will expire and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File No: D18-0032 6300 Southcenter Boulevard Suite #100 • Tukwila Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 June 01, 2018 City of Tukwila Department of Community Development DREW PARKER 1351 E IRVING PARK ROAD ITASCA, IL 60143 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D18-0032 AT&T MOBILITY - 12228 51 PL S Dear DREW PARKER, 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 - C DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • Building permit may not be issued until Type 1 WCF permit is approved. 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. Sincerely, Bill Rambo Permit Technician File No. D18-0032 ?/ln nn _ m__1_...1 _. rr, ._., • June 01, 2018 City of Tukwila Department of Community Development DREW PARKER 1351 E IRVING PARK ROAD ITASCA, IL 60143 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0032 AT&T MOBILITY - 12228 51 PL S Dear DREW PARKER, 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 - C DEPARTMENT: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • Building permit may not be issued until Type 1 WCF permit is approved. 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. Sincerely, Bill Rambo Permit Technician File No. D18-0032 F2nn .:... .u,nn m_.7_..ri_ rn__/_t_ -- , 'nn _ .,. City of Tukwila Department of Community Development February 27, 2018 DREW PARKER 1351 E IRVING PARK ROAD ITASCA, IL 60143 RE: Correction Letter # 1 DEVELOPMENT Permit Application Number D 18-0032 AT&T MOBILITY - 12228 51 PL S Dear DREW PARKER, 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: Lindsay Brown at (206)-433-7166 if you have questions regarding these comments. • 1. Please write a detailed description of changes proposed. Will the area of the additional antennas proposed exceed 10% of the square footage of the existing antennas? 2. Land use review is required of this project. Please submit a Type 1 WCF land use application. You may submit the same building plans, but also include a detailed description of your project. 3. If the site is an eligible facility under Section 6409 of the Spectrum Act, include with your land use application a description showing how the project and site qualifies as an eligible facility. 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. Sincerely, Bill Rambo Permit Technician File No. D18-0032 K21)n r. ..tbnnHfn, R ,.L,. JQ..;s ulnn T./ ..a !d7 -1 00100 - ni_____ "Inc- /91 - n__ int /71 «c CITY OF TUKWILA Department of Community Development 6300 Souihcenier Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: I. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best ()fitly knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 12228 51st Place South Seattle, WA 98178 for the purpose of application review, for the limited time necessary to complete that purpose. 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at Itasca (city), IL CORRECTION (state), on Wednesday April 11th Drew Parker ,20 18 (Print Name) 1351 E. Irving Park Road Itasca IL. 60143 (Address) 630-634-4932 (Phone Number) (Signature) On this day personally appeared before me 'DREW PARkE) to me known to be the individual who executed the foregoing instrument and acknowledged that he/she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN TO BEFORE ME ON THIS ) 1134 DAY OF A PR I L OFFICIAL SEAL KENNETH J KWASNIK NOTARY PUBLIC - STATE OF ILLINOIS MY COMMISSION EXPIRES:05/08/21 ,20 13 NOTARY PUBLIC in and for the State of Z( t.?rvOI S I t= residing at COOK, Q pj j y _ RECEIVE() f My Commission expires on C/°8/2(5 2 i Y i.; r MAY 11 2018 U'ACSHAREPOINT FOLDER RESTRUCTURE'RefetcncesAPPLICATIONS . Land the Apps & HandoutstCURRENT LAND USE APPLICATIONSIDRAFT Witless Communication Facility docx PERMIT CENTER ;-RMIT COORD COPY S PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0032 DATE: 08/24/18 PROJECT NAME: AT&T MOBILITY SITE ADDRESS: 12228 51 PL S Original Plan Submittal Revision # before Permit Issued X Response to Correction Letter # 1 Revision # after Permit Issued DEPARTMENTS: Building Division n Public Works n Fire Prevention Structural n JJ k? C14% Planning Division nPermit Coordinator M PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 08/28/18 Structural Review Required REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Corrections Required n Approved with Conditions Denied (corrections entered in Reviews) (ie: Zoning Issues) DUE DATE: 09/25/18 n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping 0 PW 0 Staff initials: 12/18/2013 PERMIT COORD COPY PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0032 PROJECT NAME: AT&T MOBILITY SITE ADDRESS: 12228 51 PL S Original Plan Submittal X Response to Correction Letter # 1 DATE: 05/11/18. Revision # before Permit. Issued Revision # after Permit Issued DEPARTMENTS: Building Division Public Works n Fire Prevention Structural Cc' yY'J` Planning Division ❑ Permit Coordinator PRELIMINARY REVIEW: Not Applicable (no approval/review required) DATE: 05/15/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions Corrections Required L (corrections entered in Reviews) Denied (ie: Zoning Issues) DUE DATE: 06/12/18 Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: (0.--ts4 S Departments issued corrections: Bldg ❑ Fire ❑ Ping � PW ❑ Staff Inrtlals: 12/18/2013 PERMIT COORD COPY lo PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0032 PROJECT NAME: AT&T MOBILITY SITE ADDRESS: 12228 51 PL S X Original Plan Submittal Response to Correction Letter # DATE: 02/07/18 Revision # Revision # before Permit Issued after Permit Issued DEPARTMENTS: f� PON 0 Building Divisior 14 /Ail Public Works %M NPI; Fire Prevention Structural I`6 Liv 5 covf Planning Division Permit Coordinator ill DATE: 02/08/18 n PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) REVIEWER'S INITIALS: Structural Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Corrections Required (corrections entered in Reviews DUE DATE: 03/08/18 Approved with Conditions ❑ Denied (ie: Zoning Issues) n Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only (� CORRECTION LETTER MAILED: )27" WIL Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: 12/18/2013 Date: � Q City of Tukwila REVISION SUBMITTAL Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D 18-0032 ❑ 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 # Project Name: AT&T Mobility Project Address: 2228 51 P1 S Contact Person: `'�Cj t`j"iYti1 S -es Llo9si Summary of Revision: Phone Number: (t 20 -?20j'-- (0)d-% RECEIVED CITY OF TUKWILA AUG 24 2018 PERMIT CENTER • Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in TRAKiT on - f ( e C:\Users\bill-r\Desktop\Revision Submittal Form.doc Revised: August 2015 Date: 03/13/2018 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http:/lwww.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Plan Check/Permit Number: D18-0032 • 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 # Project Name: AT&T Mobility Project Address: 12228 51 P1 S Contact Person: Drew Parker Summary of Revision: RECEIVED CITY OF TUKWILA MAY 1 1 2018 PERMIT CENTER Phone Number: 630-634-4932 / drew.parker@mastec.com 1. Provided a detailed description of the proposed changes in document titled: "Response to Correction Letter #1 -Item 1. Detailed Description of Changes" In this document I also confirmed if the area of additional antennas proposed exceed 10% of the square footage of the existing antennas. 2 Submitted a Type 1 WCF Land Use Application. Application packet includes: Application Checklist, Completed Application, (4) Sets of Plans, $657.30 Application Fee, Affidavit of Ownership, Letter describing the proposed project anddescribing compliance with TMC Section 18.513 & 18.58.200 3. Included a description showing how the project and site qualifies as an eligible facility under Section 6409a of the Spectrum Act in document titled: Response to Correction Letter #1-1tem 3. 6409a COVER LETTER Sheet Number(s): "Cloud" or highlight al! areas of revision including date of revision Received at the City of Tukwila Permit Center by: 1:2—Entered in TRAKiT on 1 —(O C.Users\bill•r\Desktop\Rcvision Submittal Form.doc Revised' August 2015 MASTEC NETWORK SOLUTION,NC Horne Espanol Contact Safety & Health Claims & Insurance kiWd5hington State Department of Labor & Industries Search L&I A -'Z Index 1 teh.> Page 1 of 3 My L&1 Workplace Rights Trades & Licensing MASTEC NETWORK SOLUTIONS INC Owner or tradesperson Principals APPLE, ROBERT ERNEST, PRESIDENT DE CARDENAS, ALBERTO IGNACIO, VICE PRESIDENT Pita, George Louis, TREASURER CORPORATE CREATIONS NETWORK, AGENT CAMPBELL, CHARLES ROBERT, VICE PRESIDENT (End: 05/14/2015) Doing business as MASTEC NETWORK SOLUTIONS INC WA UBI No. 603 235 974 806 S Douglas Rd, 11th Floor Attn: Amarilis Cedeno CORAL GABLES, FL 33134 866-545-1782 Business type Corporation Governing persons ROBERT APPLE ALBERTO DE CARDENAS; GEORGE PITA; GEORGE L PITA; License Verify the contractor's active registration / license / certification (depending on trade) and any past violations. Construction Contractor License specialties GENERAL License no. MASTENS876KN Effective — expiration 05/14/2013— 05/14/2019 Bond ................ Travelers Cas and Surety Co of America Bond account no. 105848234 Active. Meets current requirements. $12,000.00 Received by L&I Effective date 05/14/2013 04/26/2013 Expiration date Until Canceled Insurance ..._.........._............. Ace American Insurance Company $2,750,000.00 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 9/13/2018 MASTEC NETWORK SOLUTIONS INC Policy no. /m1 XSLG71096890 ' �- J Received by L&I 09/05/2018 Effective date 09/15/2018 Expiration date 09/15/2019 Ace American In.: urance Company $2,750,000.00 Policy no. XSLG2787017a • Received by L&I 09/01/2017 Effective date 09/15/2017 Expiration date 09/15/2018 Insurance history Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period, but some debts may be recorded by other agencies. License Violation§ .................................................. No license violatictis during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 011,664-04 Doing business as MASTEC NETWOr.K SOLUTIONS INC Estimated workers reported N/A L&I account contact TO / JULIE SUR (360)902-4715 - Email: SURJ235@lni.wa.gov Account is closed. Public Worcs Strikes and Debarments Verify the contractci. is eligible to perform work on public works projects. Contractor Strikes No strikes have br:en issued against this contractor. Contractors not ai:owed to bid ................................................................................... No debarments hEve been issued against this contractor. Workplace safety and health Check for any past ;afety and health violations found on jobsites this business was responsible for. Inspection results date 05/30/2017 Inspection no. 317945101 Location 22263 68th Ave Kent, WA 98032-1914 Inspection results date 04/27/2016 Inspection no. 317940066 Location 18315 9th St E. Sumner, WA 98330 No violations No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 9/13/2018