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HomeMy WebLinkAboutPermit D18-0191 - AT&T MOBILITY - DECOM NOKIA ULTRASITEAT&T MOBILITY 5711 S 152ND ST BLDG 1 D18-0191 Parcel No: Address: City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Inspection Request Line: 206-438-9350 Web site: http://www.TukwilaWA.gov DEVELOPMENT PERMIT 1157200370 5711 S 152ND ST BLDG 01 Project Name: AT&T MOBILITY Permit Number: Issue Date: Permit Expires On: D18-0191 9/13/2018 3/12/2019 Owner: Name: Address: Contact Person: Name: Address: Contractor: Name: Address: License No: Lender: Name: HAMPTON HEIGHTS LLLP 5015 136TH PL SE , BELLEVUE, IL, 98006 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 Address: 806 S DOUGLAS RD - 11TH FLOOR , CORAL GABLES, FL, 33134 Phone: (630) 228-6229 Phone: (866) 545-1782 Expiration Date: 5/14/2019 DESCRIPTION OF WORK: DECOM EXISTING NOKIA ULTRASITE. REMOVE (3) EXISTING PANEL ANTENNAS FROM POS 2, (3) EXISTING TMA'S FROM POS 2, (6) EXISTING DIPLEXERS FROM POS 2. INSTALL (3) PANEL ANTENNAS IN POS 2, (6) RRH'S IN POS 2, (1) DC6 DISTRIBUTION UNIT, (1) DC TO DC CONVERTOR WITH (4) CONVERTORS IN EXISTING PURCELL, (1) FIBER TRUNK & (2) DC TRUNKS, (1) 5C & 6C BCEM CARD, (1) RAYCAP, (1) NOKIA FSM4, (1) EXHAUST FAN & (1) INTAKE LOUVER Project Valuation: $15,000.00 Type of Fire Protection: Sprinklers: Fire Alarm: Type of Construction: VB Electrical Service Provided by: TUKWILA Fees Collected: $690.95 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 0 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: Date: Print Name:rx /1U i 14- f D(ir-4 (/•2!ti This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ***BUILDING PERMIT CONDITIONS*** 2: Work shall be installed in accordance with the approved construction documents, and any changes made during construction that are not in accordance with the approved construction documents shall be resubmitted for approval. 3: All permits, inspection record card and approved construction documents shall be kept at the site of work and shall be open to inspection by the Building Inspector until final inspection approval is granted. 4: All construction shall be done in conformance with the Washington State Building Code and the Washington State Energy Code. 5: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center. 6: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. PERMIT INSPECTIONS REQUIRED Permit Inspection Line: (206) 438-9350 1700 BUILDING FINAL** CITY OF TUKO'TLA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov f r..d Building Permit No. N - C' tc Project No. Date Application Accepted: Date Application Expires: (For office use only) CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print** SITE LOCATION Site Address: King Co Assessor's Tax No.: 1157200370 5711 S 152ND ST TUKWILA, WA 98188 Suite Number: Tenant Name: AT&T Mobility PROPERTY OWNER Name: Drew Parker Name: HAMPTON HEIGHTS LLLP City: Itasca State: IL Zip: 60143 Address: 5015 136th PL SE Email: drew.parker@mastec.com City: Bellevue State: WA Zip: 98006 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:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8.9.11.docx Revised: August 2011 bh Floor: New Tenant: ❑ Yes I ..No ARCHITECT OF RECORD Company Name: GPD Group Professional Corp. Engineer Name: Leonardo Sferra Company Name: City: Akron • State: OH Zip: 44311 Phone: (330) 572-2100 Fax: (330) 572-2102 Architect Name: Address: City: State: Zip: Phone: Fax: Email: ENGINEER OF RECORD. Company Name: GPD Group Professional Corp. Engineer Name: Leonardo Sferra Address: 520 South Main Street, Suite 2531 City: Akron • State: OH Zip: 44311 Phone: (330) 572-2100 Fax: (330) 572-2102 Email: LENDER/BOND ISSUED (required for projects $5,000 or greater per RCW 19.27.095) Name: MasTec Network Solutions Address: 806 S Douglas Rd 1 l th Floor City: Coral Gables State: FL Zip: 33134 Page 1 of 4 /fah, BUILDING PERMIT INFORMATIO+...206-431-3670 Valuation of Project (contractor's bid price): $ 15,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): AT&T upgrades and maintenance. SOW is 6409a compliant. DECOM: EXISTING NOKIA ULTRASITE. REMOVE: (3) EXISTING PANEL ANTENNAS FROM POS 2, (3) EXISTING TMAs FROM POS (2), (6) EXISTING DIPLEXERS FROM POS 2. INSTALL: (3) PANEL ANTENNAS IN POS 2, (6) RRHs IN POS 2, (1) DC6 DISTRIBUTION UNIT, (1) DC TO DC CONVERTOR W/ (4) CONVERTORS IN EXISTING PURCELL, (1) FIBER TRUNK & (2) DC TRUNKS, (1) 5C & 6C bCEM CARD, (1) RAYCAP, (1) NOKIA FSM4, (1) EXHAUST FAN & (1) INTAKE LOUVER Will there be new rack storage? ❑ Yes m.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes V 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. 14:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor See drawings 2nd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes ❑ No If "yes", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0 Sprinklers 0 Automatic Fire Alarm None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes V 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. 14:\ApplicationsWorms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 2 of 4 PUBLIC WORKS PERMIT INFOi 4ATION — 206-433-0179 Scope of Work (please provide detailed information): AT&T upgrades and maintenance. SOW is 6409a compliant. DECOM: EXISTING NOKIA ULTRASITE. REMOVE: (3) EXISTING PANEL ANTENNAS FROM POS 2, (3) EXISTING TMAs FROM POS (2), (6) EXISTING DIPLEXERS FROM POS 2. INSTALL: (3) PANEL ANTENNAS IN POS 2, (6) RRHs IN POS 2, (1) DC6 DISTRIBUTION UNIT, (1) DC TO DC CONVERTOR W/ (4) CONVERTORS IN EXISTING PURCELL, (1) FIBER TRUNK & (2) DC TRUNKS, (1) 5C & 6C bCEM C Call before you Dig: 811 Please refer to Public Works Bulletin #1 for fees and estimate sheet. Water District ❑ ...Tukwila ❑...Water District #125 ❑ ...Water Availability Provided Sewer District ❑ ...Tukwila ❑ ...Sewer Use Certificate ' ❑...Valley View ❑ ... Sewer Availability Provided ❑ .. Highline ❑ .. 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): m ...Civil Plans (Maximum Paper Size — 22" x 34") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): 0 ...Right-of-way Use - Nonprofit for less than 72 hours ❑ ...Right-of-way Use - No Disturbance m ...Construction/Excavation/Fill - Right-of-way ❑ Non Right-of-way ❑ ...Total Cut ❑ ...Total Fill cubic yards cubic yards ❑ ...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑ ...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑. ❑. ❑. ❑. ❑ .. Geotechnical Report ❑ .. Maintenance Agreement(s) ❑ ... Traffic Impact Analysis ❑ ...Hold Harmless — (SAO) ❑ ...Hold Harmless — (ROW) ❑ .. Right-of-way Use - Profit for less than 72 hours ❑ .. Right-of-way Use — Potential Disturbance ❑ .. Work in Flood Zone ❑ .. Storm Drainage . Abandon Septic Tank . Curb Cut . Pavement Cut . Looped Fire Line f> ❑ ...Permanent Water Meter Size... ❑ ...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑ ...Sewer Main Extension Public ❑ ...Water Main Extension Public 55 33 55 33 55 WO # WO # WO # Private ❑ Private ❑ ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation O .. Utility Undergrounding 0 ...Deduct Water Meter Size FINANCE INFORMATION Fire Line Size at Property Line ❑ ...Water ❑ ...Sewer Monthly. Service Billing to: Name: Number of Public Fire Hydrant(s) 0 ...Sewage Treatment Day Telephone: Mailing Address: City Water Meter Refund/Billing: Name: Mailing Address: State Zip Day Telephone: City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-11.docx Revised: August 2011 bh Page 3 of 4 ti PERMIT APPLICATION NOTES — Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Okew'Parker Date: 06/13/2018 Print Name: Drew Parker Day Telephone: (630) 634-4932 Mailing Address: 1351 E. Irving Park Road Itasca IL 60143 City State Zip H:\Applications\Forms-Applications On Line \2011 Applications\Permit Application Revised - 8-9-1I.docx Revised: August 2011 bh Page 4 of 4 Cash Register Receipt City of Tukwila DESCRIPTIONS PermitTRAK ACCOUNT 1 QUANTITY I PAID $428.54 D18-0191 Address: 5711 S 152ND ST BLDG 01 Apn: 1157200370 $428.54 Credit Card Fee $12.48 Credit Card Fee R000.369.908.00.00 0.00 $12.48 DEVELOPMENT $396.46 PERMIT FEE R000.322.100.00.00 0.00 $391.96 WASHINGTON STATE SURCHARGE B640.237.114 0.00 $4.50 TECHNOLOGY FEE $19.60 TECHNOLOGY FEE TOTAL FEES PAID BY RECEIPT: R15394 R000.322.900.04.00 0.00 $19.60 $428.54 Date Paid: Thursday, September 13, 2018 Paid By: VIETTRAN Pay Method: CREDIT CARD 040767 Printed: Thursday, September 13, 2018 10:41 AM 1 of 1 CWSYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 09/13/2018 10:40:23 AM CREDIT CARD SALE VISA CARD NUMBER: **********9615 K TRAN AMOUNT: $428.54 APPROVAL CD: 040767 RECORD #: 000 CLERK ID: Bill X (CARDHOLDER'S SIGNATURE) I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 https://classic.convergepay.com/VirtualMerchant/transaction.do?dispatchMethod=printTra... 9/13/2018 Cash Register Receipt City of Tukwila DESCRIPTIONS I PermitTRAK ACCOUNT QUANTITY PAID $262.41 D18-0191 Address: 5711 S 152ND ST BLDG 01 Apn: 1157200370 $262.41 Credit Card Fee $7.64 Credit Card Fee R000.369..908.00.00 0.00 $7.64 DEVELOPMENT $254.77 PLAN CHECK FEE TOTAL FEES PAID BY RECEIPT: R14777 R000.345.830.00.00 0.00 $254.77 $262.41 Date Paid: Friday, June 22, 2018 Paid By: SYLVIA BUTLER Pay Method: CREDIT CARD 005100 Printed: Friday, June 22, 2018 8:39 AM 1 of 1 SYSTEMS CO TUKWILA ETRAKIT 6200 SOUTHCENTER BLVD TUKWILA, WA 98188 206-433-1870 CITY OF TUKWILA 0017340000802374464500 Date: 06/22/2018 08:38:34 AM CREDIT CARD SALE VISA CARD NUMBER: **********0512 K TRAN AMOUNT: $262.41 APPROVAL CD: 005100 RECORD #: 000 CLERK ID: Bill X {CARDHOLDER'S SIGNATURE} I AGREE TO PAY THE ABOVE TOTAL AMOUNT ACCORDING TO THE CARD ISSUER AGREEMENT (MERCHANT AGREEMENT IF CREDIT VOUCHER) Thank you! Merchant Copy Page 1 of 2 http s : //clas si c. convergepay . com./V irtualMerchant/transaction. do?di spatchMetho d=printTra... 6/22/2018 i3D INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION D18-0141 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 438-9350 (206) 431-3670 Project: Al" 4-T Moh i i; Address: 57)/S. /32 Special Instructions: i5l.Ai t of s 0. 73155 2 Si, 41'328 Type of Ins a tion: 14A1 F,'i' , L at Date Called: Date Wanted: /1-1,2o/ .,&4 PYo Ph No: 206-5'-19-1u3 Approved per applicable codes. LJ Corrections required prior to approval. COMMENTS: 2. d. • (3) tPasw c ear a -r -s i n'Pas 2 (6) R.RIA' itn 1 aS 2 • (') Da& Dis-Er;bwi-laT /l�,nn �, o Ct J De_ etwvev 4 I4S/ Cf) ee'7y11telOTS L) 4, ba- -trt % j(2 Der 4,4.s (t) Scathe 13CLM c (1) RY 466347C')AIokir=i, Mqs(om)ExI, f FrAn c(() , ' Louvfr f3 t.: La,.-,� Inspecto ! ' CSL / J Date: //,..D_ zo/ / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit r z -oi91 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Project: AT eT Mob 1t f Y T e of Inspection: �t l� I lNCD RIM/— Address:. ��++ ,*/ 5'711S. /`s2 " OW al Date Called: Special Instructions: * � L,nbe! #0 "� Date Wanted: 10*Z3-20/Ee a.m. p.m. Requester: Phone No: Approved per applicable code Corrections required prior to approval. COMMENTS::- -'i - 174.4>k.t Akidie,55 t3 if 5731: Si /52/'J rot S ►m t+a )- AJc 14CLe5 S 1Z Tem-ri PtegiSe___ Ill ter_.4— /koreleY ..(49,5 1 k .3) Inspector 00 Ce, Date 3 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431-3670 Permit Inspection Request Line (206) 438-9350 Pro'ect: T NIod� /,1 T e of In ection: . km t _ FJIL- Pdd ress: 571/5IS2 St Date Called: SpecialInstructions: BAAL() L Date Wanted: _ Requester: joerlt- Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: b(1 i1(24L: wyp 1V00. Inspector: Date: REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. •11asTec Network Solutions MasTec Network Solutions 1203 114th Ave. SE Bellevue, WA 98004 (425) 419-8698 AT&T DESIGNATION: ANALYSIS CRITERIA: SITE DATA: Site USID: FA #: Client #: Site Name: Codes: flLL STRUCTURAL ANALYSIS REPORT 75142 10032276 WA6647 1-5 & 1-405 GPD GROUP Professional Corporation James Grant 520 South Main Street, Suite 2531 Akron, OH 44311 (206) 204-7398 jgrant@gpdgrou s .com GPD# April 1 r REVIEWED FOR MillEeetriffIPLIANCE 2018AppROVED AUG 282018 City of Tukwila BUILDING DIVISION TIA-222-G, ASCE 7-10, 2015 IBC & 2015 IEBC 110 -mph Ultimate (3 -second gust) with 0" ice 85 -mph Nominal (3 -second gust) with 0" ice Ss = 1.466g & S, = 0.547g 5711 S 152"d St., Tukwila, WA 98188, King County Latitude 47° 27' 57.888" N, Longitude 122° 15' 44.496" W Market: WASHINGTON 31'-1" Rooftop w/ Faux Cupola Ms. Pam Kelly, GPD is pleased to submit this Structural Analysis Report to determine the structural integrity of the aforementioned structure. The purpose of the analysis is to determine the suitability of the structure with the existing and proposed loading configuration detailed in the analysis report. Analysis Results Cupola Stress Level with Proposed Equipment: Rooftop Stress Level with Proposed Equipment: 92.2% Adequate Pass Pass We at GPD appreciate the opportunity of providing our continuing professional services to you and MasTec Network Solutions. If you have any questions or need further assistance on this or any other projects please do not hesitate to call. Respectfully submitted, John N. Kabak, S.E. Washington #: 50892 EXP 01!16!19 RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER 18--01411 520 South Main Street . Suite 2531. Akron, Ohio 44311 . 330-572-2100. Fax 330-572-2101 . www.GPDGroup.com GPD Group, Professional Corporation 31'-1" Rooftop w/ Faux Cupola - Structural Evaluation AT&T USID: 75142 SUMMARY & RESULTS The purpose of this analysis was to verify whether the existing structure is capable of carrying the proposed loading configuration as specified by AT&T Mobility to MasTec Network Solutions. This report was commissioned by Ms. Pam Kelly of MasTec Network Solutions. 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 TIA-222-G Standard per Exception #5 of Section 1609.1.1. Exposure Category C with a maximum topographic factor, Kzt, of 1.000 and Risk Category II were used in this analysis. Seismic loads were determined from hand calculations based upon code requirements listed within the "Analysis Criteria" on the cover page of this report. In accordance with the code provisions, wind loading and seismic loading were not applied concurrently. Seismic loads were found to not control the analysis. No additional wind loading to the building has been considered, as the proposed equipment will be installed inside the existing cupola and will be shielded from the wind. Therefore, the existing building can remain unaltered per Section 1103 of the 2015 IEBC for the existing and proposed loading configurations as referenced in Appendix A. STRUCTURE SUMMARY AND RESULTS ANALYSIS METHOD Enercalc (Version 10.18.1.31), a commercially available analysis software package, and hand calculations were used to create a three-dimensional model of the structure and calculate primary member stresses for various dead, live, wind, ice, and seismic load cases. Selected calculations from this analysis are included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed with the benefit of a details site visit. DOCUMENTS PROVIDED Document Member Capacity Radio Frequency Data Sheet Results Cupola Original .Building Drawings 92.2% N/A Pass Not Provided N/A Geotechnical Report Rooftop N/A 1 Adequate 1 Pass ANALYSIS METHOD Enercalc (Version 10.18.1.31), a commercially available analysis software package, and hand calculations were used to create a three-dimensional model of the structure and calculate primary member stresses for various dead, live, wind, ice, and seismic load cases. Selected calculations from this analysis are included in Appendix B. The following table details the information provided to complete this structural analysis. This analysis is solely based on this information and is being completed with the benefit of a details site visit. DOCUMENTS PROVIDED Document Remarks Source Radio Frequency Data Sheet RFDS Name: STTLWA6647, dated 5/3/2017 MasTec Original .Building Drawings Not Provided N/A Original Foundation Drawings Not Provided N/A Geotechnical Report Not Provided N/A Cupola Design PSM Job #: CO2 -190, dated 9/19/2002 AT&T Previous Structural Analysis AMMTec Consultants Job #: AZ -2332.001, dated 12/15/2015 AT&T Modification Drawings PTS Site #: WA647, dated 9/29/2011 AT&T Construction Drawings' GPD Project #: 2018723.04.75142.01 Rev. B, dated 3/22/2018 GPD 4/16/2018 Page 2 of 4 4 31'-1" Rooftop w/ Faux Cupola - Structural Evaluation AT&T USID: 75142 ASSUMPTIONS This structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the structure. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following assumptions were made for this structural analysis. 1. The structure member sizes and shapes are considered accurate as supplied. The material grade is as per data supplied and/or as assumed and as stated in the materials section. 2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as per manufacturer requirements. 3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best interpretation of data supplied and of best knowledge of antenna type and industry practice. 4. All welds and connections are assumed to develop at least the member capacity unless determined otherwise and explicitly stated in this report. 5. The structure has been properly maintained in accordance with the applicable standards and/or with manufacturer's specifications. 6. All prior structural modifications are assumed to be as per data supplied/available and to have been properly installed. 7. Loading interpreted from photos is accurate to ±5' AGL, antenna size accurate to ±3.3 sf, and coax equal to the number of existing antennas without reserve. 8. The cupola framing member strengths were based on the original cupola design by PSM (job #: CO2 -190, dated 9/19/2002) and are assumed to be accurate. 9. The cupola framing member sizes and spacing were based on the previous analysis by AMMTec Consultants (Job #: AZ -2332.001, dated 12/15/2015) and are assumed to be accurate. 10. The modifications designed by PTS (Site #: WA647, dated 9/29/2011) have been confirmed to be installed during a recent GPD site visit. 11. All existing and proposed loading was obtained from the provided RFDS (STTLWA6647, dated 5/3/2017) and the Construction Drawings (GPD Project #: 2018723.04.75142.01 Rev. B, dated 3/22/2018) and is assumed to be accurate. If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be allowed to review any new information to determine its effect on the structural integrity of the structure. 4/16/2018 Page 3 of 4 31'-1" Rooftop w/ Faux Cupola - Structural Evaluation AT&T USID: 75142 DISCLAIMER OF WARRANTIES GPD has performed a site visit to the structure to verify the member sizes or antenna/coax loading. If the existing conditions are not as represented on the structure elevation contained in this report, we should be contacted immediately to evaluate the significance of the discrepancy. This is not a condition assessment of the structure or foundation. This report does not replace a full structure inspection. The structure and foundations are assumed to have been properly fabricated, erected, maintained, in good condition, twist free, and plumb. The engineering services rendered by GPD in connection with this Structural Analysis are limited to a computer analysis of the structure and theoretical capacity of its main structural members. No allowance was made for any damaged, bent, missing, loose, or rusted members (above and below ground). No allowance was made for loose bolts or cracked welds. This analysis is limited to the designated maximum wind and seismic conditions per the governing structural standards and code. Wind forces resulting in structure vibrations near the structure's resonant frequencies were not considered in this analysis and are outside the scope of this analysis. Lateral loading from any dynamic response was not evaluated under a time -domain based fatigue analysis. GPD does not analyze the fabrication of the structure (including welding). It is not possible to have all the very detailed information needed to perform a thorough analysis of every structural sub -component and connection of an existing structure. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually accompanied by transmission lines to the structure. It is the owner's responsibility to determine the amount of ice accumulation in excess of the code specified amount, if any, that should be considered in the structural analysis. The attached sketches are a schematic representation of the analyzed structure. If any material is fabricated from these sketches, the contractor shall be responsible for field verifying the existing conditions, proper fit, and clearance in the field. Any mentions of structural modifications are reasonable estimates and should not be used as a precise construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope of this report. Miscellaneous items such as antenna mounts, etc., have not been designed or detailed as a part of our work. We recommend that material of adequate size and strength be purchased from a reputable structure manufacturer. Typical telecommunication structures are designed to carry gravity, wind, and ice loads. All members, legs, diagonals, struts, and redundant members provide structural stability to the structure with little redundancy. Absence or removal of a member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to the diagonals with bolts or welds. If the bolts or welds are removed without providing any substitute to the frame, the leg is subjected to a higher unbraced length that immediately reduces its load carrying capacity. If a diagonal is also removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load carrying capacity. Failure of one leg can result in a structure collapse because there is no redundancy. Redundant members and diagonals are critical to the stability of the structure. GPD makes no warranties, expressed and/or implied, in connection with this report and disclaims any liability arising from material, fabrication, and erection of this structure. GPD will not be responsible whatsoever for, or on account of, consequential or incidental damages sustained by any person, firm, or organization as a result of any data or conclusions contained in this report. The maximum liability of GPD pursuant to this report will be limited to the total fee received for preparation of this report. 4/16/2018 Page 4 of 4 31'-1" Rooftop w/ Faux Cupola - Structural Evaluation AT&T USID: 75142 APPENDIX A Structural Analysis Summary Form 4/16/2018 Structural Analysis Summary Form General Into Site Name 4501-405 Sea Number 75142 (WA6647) FA Number 10022270 Date of Analysis April 16,2018 Company Performing Analysts OPD Structure Into Description Date Structure Type Roollop O/ Faux Cupola Structure Height Structure Manufacturer Structure Mode/ anginal Bu8dirg Drawings tura Org0al Foundation Drawings 14'A Geotech Report HA Previous Structural Amyx. AMMTec Consultants Job 4: A2.2332 001 12/15/2015 M000/029bn Drawings PTS Site e: WA817 9/28/2011 Cupola Deegn PSM Job 0: CO2.190 9/18/2002 Construction Drawings GPI) Project 4: 2018723 04 75142.01 1300.13 322/2018 Materiel Grades !Timber Douglas Fir at Note: Materials are based on the o1ginal cupola design Eslslino / R.nrvsd Load] The Information contained in this summary report Is not t0 be used independently from the PE stamped tower analyala. Deal pn Parameters Design Cade Used 1U.222.0,ASCE 710, 2015 IBC 62015 ESC Location of Tower (County. Slate) %nA. WA Nominal Wend Spred (mph) 85 (3 -second gust) Ground Snow Load (psi) 15 Risk Category (I, 11, In) II Exposure Category (B, C, 0) C Topographic Category 1 Aoalysb Rasulte I% Maximum UM.) Existing/Nesmed • Future 4 Proposed Condition Cupota (%) 92.2% Roonop(50) Muquete Building Adequato7 Yes - Antenna - Moura Tra sm0san Lone Antenna Owner Moun'n1aght Antenna CL (ft) Ouandl, Type Manufacturer Model Azimuth Ouantly Manufacturer Type Ouantity Model Size L0cn0an AT&T Mobil/y 49 49 3 Penal Commscope 50JA114-I136SB.DL 45:135270 1 Unknown Within Cupola AT&T Mobility 49 49 3 Penal &lapsctre SPD2P6516XLH 457352270 Within Cupola AT&T Mobility 99 480 3 TMA Pomona.. TTI9-0813P111-001 Within Cupola AT&T Mobility 49 493 RRH Mettler Lucent 51192160-650 Within Cupola AT&T Mobility 49 493 RRH Meets, Luum 5094025-WC54R Within Cupola AT&T Mobility 49 49 3 009 Alcatel Lucent RRH2z40W-07L Within Cupola AT&T Mobility 49 49 3 RRH ANON Lucent B25 RR/14%304R Within Cupola AT&T Mobility 49 49 2 Surge Raycap DC6d4H40.184F Within Cupola Note. The (3) striating SP132P6510XLN antennas MM(3)aaietln TT19-0BBP111-001 TMA '• shall be removed prior to the Installation of the proposed loading and were not considered In Ow aneIysls All other OalstIng loading Mr Irwna1n Proposed Loadln Antenna Mount Tra emission Lme Antenna Owner Mount Heght (ft) Antenna CL lilt 00..4Type Manufacturer Model Azimuth Quantity Manufacturer Manufacture Type Qtify uan Model Site AttachmLoceuonent Int/Eq. AT&T Mobility 49 49 3 Panel %MW EPB0.6541.8116-L2 45735270 Within Cupola AT&T MabNity 3 RRH Alcalar Lucem 866 M1RH4x45 Within Cupola AT&T Mobility 49 49 3 51111 NOLs Meal RRN 4745 B14 160W FRBI woo, Cupola AT&T MobilaY 49 491 5urge Mayoap DC6'48-68-18.6C Within Cupola Note: The proposed loading 005/1 M Installed within the existing cupola, wah ho remaining fah Ing loading, and is assumed to be fully 'Melded from the elects 01 wind. Future Loadin Antenna : Mount Transmaean Lme Antenna Owner Mount Height (re) Antrum. (It) Ouantly Type Manufacturer Model Atinu4 Doan* Type O4an91y Model Size Attachmentnchment AttachmentCL Int./EN. 31'-1" Rooftop w/ Faux Cupola - Structural Evaluation AT&T USID: 75142 APPENDIX B Cupola Analysis 4/16/2018 Project: Proj. No.: Designer: Sheet: 75142 (WA6647) 2018723.04.75142.01 TB Date: 4/16/18 of General Information Wind Speed (Ultimate): 110 MPH Wind Speed (Nominal): 85 MPH Risk Category: II Exposure: C Kd: 0.85 Kzt: 1.0 Enclosure: Enclosed Zg: 900 ft a: 9.5 Kz: 1.09 qh: 28.6 psf Wind Loading - Walls and Roof ph(50) 32.8 psf 27.6-1 po(50) 28.6 psf 27.6-1 ph(40) 30.8 psf 27.6-1 po(40) 27.8 psf 27.6-1 Ph 32.5 psf (interpolated) Po 28.5 psf (interpolated) p(base of cupola) 30.9 psf S/stud ph(50 - 1 worst case) -30.5 psf 27.6-2 ph(50 - 2 worst case) 15.0 psf 27.6-2 ph(40 - 1 worst case) -29.1 psf 27.6-2 ph(40 - 2 worst case) 14.3 psf 27.6-2 ph(1 worst case) -30.3 psf (interpolated) ph(2 worst case) 14.9 psf (interpolated) Dead Loading Cupola Equipment 4522 lbs 1445 lbs (Previous SA) Roof Loads to Stud Wall Tributary Area Vert. 75 sq. ft Tributary Area Horiz. 30 sq. ft D 2357 lbs Lr 1500 lbs S 540 lbs W Vertical 947 lbs W Horizontal 237 lbs Stud spacing 1.33 ft D/stud 78.6 lbs Lr/stud 50.0 lbs S/stud 18.0 lbs W Vertical/stud 31.6 lbs W Horizontal/stud 7.9 lbs Cupola Geometry Ridge Height: 52.42 ft Eave Height: 44.42 ft Base Height: 29.42 ft Width: 10 ft Length: 10 ft Roof Slope: 58.0° Mean h: 48.42 ft Seismic Loading Fg 4997 lbs 1166 lbs Snow Loading Ground Snow: 15.0 psf Exposure: Fully Exposed Thermal Condition: Unheated Surface Type: All Other Surfaces Cs: 0.48 Ce: 0.9 Cf: 1.2 Is: 1.0 pr= 0.7*Ce*Cr*I*Pg= 11.34 psf Prmin = I*Pg = 15.00 psf P: = Cs*Pr = 7.20 psf Live Loading Cupola Roof 40 psf 20 psf Roof Loads to Center Post Tributary Area Vert. 25 sq. ft Tributary Area Horiz. 10 sq. ft D 785.8 lbs Lr 500.0 lbs S 180.1 lbs W Vertical 315.6 lbs W Horizontal 78.9 lbs Seismic Demands on Nonstructural Components (ASCE 7-10) 75142 (WA6647) 11/7 � 2018723.04.75142.01 Wind Base Reactions Shear = 6175 Seismic Force Calculations (Section 13.5-1) Component Weight, Wp = 5967 Ss = 1.466 S1= 0.547 Sds = 0.977 Importance Factor, I, = 1.0 Attachment Elevation, z = 29.42 Mean Roof Height, h = 29.42 z/h = 1.00 Architectural Component: Penthouse Rp= 3.50 ap= 2.50 Seismic Force, Fp = 4996.94 Vertical Seismic Force, Ev = 1165.95 Wind / Seismic Comparison: Wind Controls lbs lbs ft ft lbs lbs Title Block Line 6 Wood Beam Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Lic. # : KW -06004426 Description : Rafters CODE REFERENCES Project ID: 2018723.04.75142.( Printed: 10 APR 2018, 9:08AM File = T:WTandT1751421012018-11REV-1.01CALCUL-1175142.ec6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Licensee : GPD ASSOCIATES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Load Resistance Factor D Load Combination IBC 2015 Wood Species : Douglas Fir - Larch Wood Grade : No.1 Beam Bracing : Completely Unbraced 0 b 0 0 0 0 0 0 Fb + Fb - Fc - Prll Fc - Perp Fv Ft \N(0.0298) S(0.0144) Lr(e.04) D(0. 24 b) 0 1000 psi 1000 psi 1500 psi 625 psi 180 psi 675 psi E : Modulus of Elasticity Ebend-xx 1700ksi Eminbend - xx 620ksi Density 31.2pcf Repetitive Member Stress Increase 0 0 0 0 0 0 0 0 x 2x6 Span = 5.0 ft Applied Loads Beam self weight calculated and added to loads Uniform Load : D = 0.02123 ksf, Tributary Width = 2.0 ft Service loads entered. Load Factors will be applied for calculations. Uniform Load : Lr = 0.020 ksf, Tributary Width = 2.0 ft Uniform Load : S = 0.00720 ksf, Tributary Width = 2.0 ft Uniform Load : W = 0.01490 ksf, Tributary Width = 2.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = 0.341: 1 2x6 654.53 psi 1,921.72 psi +1.20D+1.60Lr+0.50W+1.60H = 2.500ft = Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.016 in Ratio = 0.000 in Ratio = 0.035 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Max Stress Ratios Span # M V Load Combination Segment Length CFN Ci Cr 3749 >=360 0 <360 1710>=180 0 <180 0.158:1 2x6 49.05 psi 311.04 psi +1.20D+1.60Lr+0.50W+1.60H = 0.000 ft Span # 1 Moment Values Cm Ct CL Mu tb Fb Shear Values Vu fv Fv +1.40D+1.60H 0.00 0.00 0.00 0.00 Title Block Line 6 Wood Beam Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Project ID: 2018723.04.75142.( Printed: 10 APR 2018, 9:08AM File = T:\ATandT1751421012018-11REV-1.01CALCUL-1175142.ec6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Vert 0.18.1.31 Lic. # : KW -06004426 Licensee : GPD ASSOCIATES Description : Load Combination Rafters Max Stress Ratios Moment Values Segment Length Span # M V % C FN Ci Cr C m C t CL Mu Shear Values tb Fb Vu fv Fv Length = 5.0 ft 1 0.276 0.099 0.60 1.300 1.00 1.15 1.00 1.00 0.96 0.19 307.17 1114.12 0.13 23.02 233.28 +1.20D+0.50Lr+1.60L+1.60H 1.300 1.00 1.15 1.00 1.00 0.96 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.189 0.087 0.80 1.300 1.00 1.15 1.00 1.00 0.93 0.23 362.46 1921.72 0.15 27.16 311.04 +1.20D+1.60L+0.50S+1.60H 1.300 1.00 1.15 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.156 0.072 0.80 1.300 1.00 1.15 1.00 1.00 0.93 0.19 298.99 1921.72 0.12 22.41 311.04 +1.20D+1.60Lr+0.50L+1.60H 1.300 1.00 1.15 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.302 0.140 0.80 1.300 1.00 1.15 1.00 1.00 0.93 0.37 580.65 1921.72 0.24 43.51 311.04 +1.20D+1.60Lr+0.50W+1.60H 1.300 1.00 1.15 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.341 0.158 0.80 1.300 1.00 1.15 1.00 1.00 0.93 0.41 654.53 1921.72 0.27 49.05 311.04 +1.20D+0.50L+1.60S+1.60H 1.300 1.00 1.15 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.196 0.091 0.80 1.300 1.00 1.15 1.00 1.00 0.93 0.24 377.54 1921.72 0.16 28.29 311.04 +1.20D+1.60S+0.50W+1.60H 1.300 1.00 1.15 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.235 0.109 0.80 1.300 1.00 1.15 1.00 1.00 0.93 0.28 451.42 1921.72 0.19 33.83 311.04 +1.20D+0.50Lr+0.50L+W+1.60H 1.300 1.00 1.15 1.00 1.00 0.93 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.178 0.098 1.00 1.300 1.00 1.15 1.00 1.00 0.89 0.32 510.23 2865.49 0.21 38.24 388.80 +1.20D+0.50L+0.50S+W+1.60H 1.300 1.00 1.15 1.00 1.00 0.89 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.156 0.086 1.00 1.300 1.00 1.15 1.00 1.00 0.89 0.28 446.76 2865.49 0.18 33.48 388.80 +1.20D+0.50L+0.70S+E+1.60H 1.300 1.00 1.15 1.00 1.00 0.89 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.109 0.060 1.00 1.300 1.00 1.15 1.00 1.00 0.89 0.20 313.27 2865.49 0.13 23.48 388.80 +0.90D+W+0.90H 1.300 1.00 1.15 1.00 1.00 0.89 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.120 0.067 1.00 1.300 1.00 1.15 1.00 1.00 0.89 0.22 345.24 2865.49 0.14 25.87 388.80 +0.90D+E+0.90H 1.300 1.00 1.15 1.00 1.00 0.89 0.00 0.00 0.00 0.00 Length = 5.0 ft 1 0.069 0.038 1.00 1.300 1.00 1.15 1.00 1.00 0.89 0.12 197.47 2865.49 0.08 14.80 388.80 Overall Maximum Deflections Load Combination Span Max. -" Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.750Lr+0.750L+0.450W+H 1 0.0351 2.518 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.219 0.219 Overall MINimum 0.075 0.075 +D+H 0.111 0.111 + D+L+H 0.111 0.111 +D+Lr+H 0.211 0.211 +D+S+H 0.147 0.147 +D+0.750Lr+0.750L+H 0.186 0.186 +D+0.750L+0.750S+H 0.138 0.138 +D+0.60W+H 0.155 0.155 +D+0.70E+H 0.111 0.111 +D+0.750Lr+0.750L+0.450W+H 0.219 0.219 +D+0.750L+0.750S+0.450W+H 0.171 0.171 +D+0.750L+0.750S+0.5250E+H 0.138 0.138 +0.60D+0.60W+0.60H 0.111 0.111 + 0.60D+0.70E+0.60H 0.066 0.066 D Only 0.111 0.111 Lr Only 0.100 0.100 L Only S Only 0.036 0.036 W Only 0.075 0.075 E Only H Only Title Block Line 6 Wood Beam Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Lic. # : KW -06004426 Description : Ridge Beam CODE REFERENCES Project ID: 2018723.04.75142.( Printed: 10 APR 2018, 9:08AM File = T:1ATandT1751421012018-11REV-1.01CALCUL-1175142.ec6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Licensee : GPD ASSOCIATES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Load Resistance Factor D Load Combination iBC 2015 Wood Species : Douglas Fir - Larch Wood Grade : No.1 Beam Bracing : Completely Unbraced D(0.1062) Lr(0.1) S(0.03BXt➢WI(063145f 0.1) S(0.03®1QN(11:6QJ4500.1) S(0.036) W(0.0745) Fb + Fb- Fc- Fc b- Fc-Fc - Perp Fv Ft 1000 psi 1000 psi 1500 psi 625 psi 180 psi 675 psi Density E : Modulus of Elasticity Ebend- xx 1700 ksi Eminbend - xx 620 ksi 2x8 Span = 8.0 ft 31.2 pcf Applied Loads Beam self weight calculated and added to loads Point Load : D = 0.1062, Lr = 0.10, S = 0.0360, W = 0.07450 k @ 2.0 ft, (Rafters) Service loads entered. Load Factors will be applied for calculations. Point Load : D = 0.1062, Lr = 0.10, S = 0.0360, W = 0.07450 k @ 4.0 ft, (Rafters) Point Load : D = 0.1062, Lr = 0.10, S = 0.0360, W = 0.07450 k @ 6.0 ft, (Rafters) DESIGN SUMMARY ;Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection +1.20D+1 0.922 1 2x8 1,206.68 psi 1,309.35 psi .60Lr+0.50W+1.60H 4.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.054 in Ratio = 0.000 in Ratio = 0.119 in Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations Load Combination Segment Length Span # M V % C FN C i Cr Max Stress Ratios 1765 >=360 0 <360 803 >=180 0 <180 0.220: 1 2x8 = 68.51 psi = 311.04 psi +1.20D+1.60Lr+0.50W+1.60H = 0.000 ft Span # 1 Moment Values Cm C CL Mu fb Fb Shear Values Vu fv Fv +1.40D+1.60H Length = 8.0 ft 1 +1.20D+0.50Lr+1.60L+1.60H Length = 8.0 ft 1 0.683 0.139 0.60 1.200 1.00 1.00 1.00 1.00 0.89 1.200 1.00 1.00 1.00 1.00 0.89 0.511 0.122 0.80 1.200 1.00 1.00 1.00 1.00 0.79 0.00 0.62 567.20 830.38 0.00 0.73 668.81 1309.35 0.00 0.00 0.23 32.32 0.00 0.00 0.28 38.04 0.00 233.28 0.00 311.04 Title Block Line 6 Wood Beam Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Project ID: 2018723.04.75142.( Printed: 10 APR 2018, 9:08AM File = T:\ATandT175142\012018-1\REV-1.01CALCUL-1\75142.ec6 ENERCALC, INC.1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Lic. # : KW -06004426 Licensee : GPD ASSOCIATES Description : Load Combination Ridge Beam Max Stress Ratios Moment Values Shear Values Segment Length Span # M V a C FN Ci Cr Cm C t CL Mu fb Fb Vu fv Fv +1.20D+1.60L+0.50S+1.60H 1.200 1.00 1.00 1.00 1.00 0.79 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.422 0.101 0.80 1.200 1.00 1.00 1.00 1.00 0.79 0.60 551.92 1309.35 0.23 31.42 311.04 +1.20D+1.60Lr+0.50L+1.60H 1.200 1.00 1.00 1.00 1.00 0.79 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.818 0.195 0.80 1.200 1.00 1.00 1.00 1.00 0.79 1.17 1,070.62 1309.35 0.44 60.80 311.04 +1.20D+1.60Lr+0.50W+1.60H 1.200 1.00 1.00 1.00 1.00 0.79 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.922 0.220 0.80 1.200 1.00 1.00 1.00 1.00 0.79 1.32 1,206.68 1309.35 0.50 68.51 311.04 +1.20D+0.50L+1.60S+1.60H 1.200 1.00 1.00 1.00 1.00 0.79 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.532 0.127 0.80 1.200 1.00 1.00 1.00 1.00 0.79 0.76 696.57 1309.35 0.29 39.62 311.04 +1.20D+1.60S+0.50W+1.60H 1.200 1.00 1.00 1.00 1.00 0.79 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.636 0.152 0.80 1.200 1.00 1.00 1.00 1.00 0.79 0.91 832.64 1309.35 0.34 47.32 311.04 +1.200+0.50Lr+0.50L+W+1.60H 1.200 1.00 1.00 1.00 1.00 0.79 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.535 0.137 1.00 1.200 1.00 1.00 1.00 1.00 0.68 1.03 940.94 1757.97 0.39 53.46 388.80 +1.20D+0.50L+0.50S+W+1.60H 1.200 1.00 1.00 1.00 1.00 0.68 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.469 0.120 1.00 1.200 1.00 1.00 1.00 1.00 0.68 0.90 824.05 1757.97 0.34 46.84 388.80 +1.20D+0.50L+0.70S+E+1.60H 1.200 1.00 1.00 1.00 1.00 0.68 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.329 0.085 1.00 1.200 1.00 1.00 1.00 1.00 0.68 0.63 578.22 1757.97 0.24 32.91 388.80 +0.90D+W+0.90H 1.200 1.00 1.00 1.00 1.00 0.68 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.362 0.093 1.00 1.200 1.00 1.00 1.00 1.00 0.68 0.70 636.76 1757.97 0.26 36.19 388.80 +0.90D+E+0.90H 1.200 1.00 1.00 1.00 1.00 0.68 0.00 0.00 0.00 0.00 Length = 8.0 ft 1 0.207 0.053 1.00 1.200 1.00 1.00 1.00 1.00 0.68 0.40 364.63 1757.97 0.15 20.77 388.80 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span +D+0.750Lr+0.750L+0.450W+H 1 0.1194 4.029 0.0000 0.000 Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.332 0.332 Overall MlNimum 0.112 0.112 +D+H 0.169 0.169 +D+L+H 0.169 0.169 +D+Lr+H 0.319 0.319 +D+S+H 0.223 0.223 -4J+0.750Lr+0.750L+Fi 0.281 0.281 +D+0.750L+0.750S+H 0.209 0.209 +D+0.60W+H 0.236 0.236 +D+0.70E+H 0.169 0.169 +D+0.750Lr+0.750L+0.450W+H 0.332 0.332 +D+0.750L+0.750S+0.450W+H 0.260 0.260 +D+0.750L+0.750S+0.5250E+H 0.209 0.209 +0.60D+0.60W+0.60H 0.168 0.168 +0.60D+0.70E+0.60H 0.101 0.101 D Only 0.169 0.169 Lr Only 0.150 0.150 L Only S Only 0.054 0.054 W Only 0.112 0.112 E Only H Only Title Block Line 6 Wood Column Lic. # : KW -06004426 Description : Studs Code References Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Project ID: 2018723.04.75142.( Printed: 10 APR 2018, 9:09AM File = T:\ATand1175142\012018-1\REV-1.0\CALCUL-1\75142.ec6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Licensee : GPD ASSOCIATES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used : IBC 2015 General Information Analysis Method : Load Resistance Factor Design End Fixities Top & Bottom Pinned Overall Column Height ( Used for non -slender calculations ) Wood Species Douglas Fir - Larch Wood Grade No.1 Fb + 1,000.0 psi Fv Fb - 1,000.0 psi Ft Fc - Prll 1,500.0 psi Density Fc - Perp 625.0 psi E : Modulus of Elasticity ... x -x Bending Basic 1,700.0 Minimum 620.0 15.0 ft 180.0 psi 675.0 psi 31.20 pcf y -y Bending 1,700.0 620.0 Applied Loads Column self weight included : 26.813 lbs * Dead Load Factor AXIAL LOADS... Roof: Axial Load at 15.0 ft, D = 0.07860, Lr = 0.050, S = 0.0180, W = 0.03160 k BENDING LOADS... Wind: Lat. Uniform Load creating Mx -x, W = 0.04330 k/ft Lat. Point Load at 15.0 ft creating Mx -x, W = 0.00790 k DESIGN SUMMARY Wood Section Name 2x6 Wood Grading/Manuf. Graded Lumber Wood Member Type 'Sawn Exact Width 1.50 in Allow Stress Modification Factors Exact Depth 5.50 in Cf or Cv for Bending 1.30 Area 8.250 102 Cf or Cv for Compression 1.10 Ix 20.797 in"4 Cf or Cv for Tension 1.30 IY 1.547 in"4 Cm : Wet Use Factor 1.0 Ct : Temperature Factor 1.0 Cfu : Flat Use Factor 1.0 Kf: Built-up columns 1.0 NDS 15.3.2 Use Cr : Repetitive ? No Brace condition for deflection (buckling) along columns : X -X (width) axis : Fully braced against buckling along X -X Axis Y -Y (depth) axis : Unbraced Length for X -X Axis buckling =15.0 ft, K =1.0 Axial 1,700.0 ksi Service loads entered. Load Factors will be applied for calculations. Bending & Shear Check Results PASS Max. Axial+Bending Stress Ratio = 0.7113 :1 Load Combination +1.20D+0.50Lr+0.50L+W+1.60H Goveming NDS Forumla Comp + Mxx, NDS Eq. 3.9-3 Location of max.above base 7.450 ft At maximum location values are ... Applied Axial 0.1831 k Applied Mx 1.218 k -ft Applied My 0.0 k -ft Fc : Allowable 681.51 psi PASS Maximum Shear Stress Ratio = Load Combination Location of max.above base Applied Design Shear Allowable Shear Load Combination Results Load Combination +1.40D+1.60H +1.20 D+0.50 Lr+1.60 L+1.60 H +1.20 D+1.60 L+0.50 S+1.60 H +1.20 D+1.60 Lr+0.50 L+1.60 H +1.20 D+1.60 Lr+0.50 W+1.60 H +1.20D+0.50L+1.60S+1.60H +1.20D+1.60S+O.50W+1.60H +1.20 D+O.50 Lr+0.50 L+W+1.60 H 0.1012 :1 +0.90D+W+0.90H 0.0 ft 59.045 psi 388.80 psi Lambda C p Maximum SERVICE Lateral Load Reactions.. Top along Y -Y 0.0 k Bottom along Y -Y 0.0 k Top along X -X 0.0 k Bottom along X -X 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y -Y 0.0 in at 7.550 ft above base for load combination : W Only Along X -X 0.0 in at 0.0 ft above base for Toad combination : n/a Other Factors used to calculate allowable stresses ... Bending Compression Tension LRFD - Format Conversion factor 2.541 2.400 2.700 LRFD - Resistance factor 0.850 0.900 0.800 Maximum Axial + Bending Stress Ratios Stress Ratio Status Location Maximum Shear Ratios Stress Ratio Status Location 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.191 0.191 0.191 0.191 0.191 0.191 0.191 0.191 0.02625 0.02695 0.02410 0.03673 0.3591 0.02762 0.3553 0.7113 PASS PASS PASS PASS PASS PASS PASS PASS 0.0ft 0.0 ft 0.0 ft 0.0 ft 7.450 ft 0.0 ft 7.450 ft 7.450 ft 0.0 0.0 0.0 0.0 0.05062 0.0 0.05062 0.1012 PASS PASS PASS PASS PASS PASS PASS PASS 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft Title Block Line 6 Wood Column Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Project ID: 2018723.04.75142.( Printed: 10 APR 2018, 9:09AM File = T:1ATandT1751421012018-11REV-1.01CALCUL-1175142.ec6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Lic. # : KW -06004426 Licensee : GPD ASSOCIATES Description : Studs Load Combination Results Load Combination +1.20D+0.50L+0.50S+W+1.60H +1.20 D+0.5 0 L+0.70 S+E+1.6 0 H +0.90D+W+0.90H +0.90D+E+0,90H Maximum Reactions Lambda C p 0.000 0.191 0.000 0.191 0.000 0.191 0.000 0.191 Maximum Axial + Bending Stress Ratios Stress Ratio Status Location 0.7091 PASS 7.450 ft 0.02474 PASS 0.0 ft 0.7038 PASS 7.450 ft 0.01687 PASS 0.0 ft Maximum Shear Ratios Stress Ratio Status Location 0.1012 PASS 0.0 ft 0.0 PASS 0.0 ft 0.1012 PASS 0.0 ft 0.0 PASS 0.0 ft Note: Only non -zero reactions are listed. X -X Axis Reaction k Y -Y Axis Reaction Axial Reaction My - End Moments k -ft Mx - End Moments Load Combination @ Base © Top @ Base @ Top @ Base @ Base @ Top © Base @ Top +041 0.105 +0+L41 0.105 +D+Lr+H 0.155 +3+S41 0.123 +0+0.750Lr+0.750L+H 0.143 +D+0.750L+0.750S+H 0.119 +D+0.60W+H 0.195 0.195 0.124 +0+0.70E41 0.105 +0+0.750Lr+0.750L+0.450W+H 0.146 0.146 0.157 +0+0.750L+0.750S+0.450W+H 0.146 0.146 0.133 +0+0.750L+0.750S+0.5250E+H 0.119 +0.60D+0.60W+0.60H 0.195 0.195 0.082 +0.60D+0.70E+0.60H 0.063 D Only 0.105 Lr Only 0.050 L Only S Only 0.018 W Only 0.325 0.325 0.032 E Only H Only Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance +041 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0+Lr+11 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750L+0.750S+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.60W+H 0.0000 in 0.000 ft 0.846 in 7.550 ft +0+0.70E41 0.0000 in 0.000 ft 0.000 in 0.000 ft +D+0.750Lr+0.750L+0.450W+H 0.0000 in 0.000 ft 0.635 in 7.550 ft +D+0.750L+0.750S+0.450W+H 0.0000 in 0.000 ft 0.635 in 7.550 ft +D+0.750L+0.750S+0.5250E+H 0.0000 in 0.000 ft 0.000 in 0.000 ft +0.60D+0.60W+0.60H 0.0000 in 0.000 ft 0.846 in 7.550 ft +0.60D+0.70E+0.60H 0.0000 in 0.000 ft 0.000 in 0.000 ft D Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Lr Only 0.0000 in 0.000 ft 0.000 in 0.000 ft L Only 0.0000 in 0.000 ft 0.000 in 0.000 ft S Only 0.0000 in 0.000 ft 0.000 in 0.000 ft W Only 0.0000 in 0.000 ft 1.410 in 7.550 ft E Only 0.0000 in 0.000 ft 0.000 in 0.000 ft H Only 0.0000 in 0.000 ft 0.000 in 0.000 ft Title Block Line 6 Wood Column Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Project ID: 2018723.04.75142.( Printed: 10 APR 2018, 9:09AM File = T:1ATandT\75142\012018-1\REV-1.01CALCUL-1\75142.ec6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Lic. # : KW -06004426 Licensee : GPD ASSOCIATES Description : Sketches Studs 0 LO 1.6 2x6 1.5Oin Title Block Line 6 Wood Beam Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Lic. # : KW -06004426 Description : Center Post CODE REFERENCES Prosect ID: 2018723.04.75142.1 Printed: 10 APR 2018, 9:11AM File = T: ATandT1751421012018-1\REV-1.01CALCUL-1175142.ec6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Licensee : GPD ASSOCIATES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set : IBC 2015 Material Properties Analysis Method : Load Resistance Factor D Load Combination IBC 2015 Wood Species : Douglas Fir - Larch Wood Grade : No.1 Beam Bracing : Beam bracing is defined Beam -by -Beam Unbraced Lengths Fb + 1,000.0 psi Fb - 1,000.0 psi Fc - PM 1,500.0 psi Fc - Perp 625.0 psi Fv 180.0 psi Ft 675.0 psi Density E : Modulus of Elasticity Ebend- xx 1,700.0 ksi Eminbend - xx 620.0 ksi 31.20 pcf Span # 1, Defined Brace Locations, First Brace at ft, Second Brace at 5.50 ft, Third Brace at ft Span # 2, Defined Brace Locations, First Brace at ft, Second Brace at 11.0 ft, Third Brace at ft W(0.0789) 6x6 Span = 5.50 ft 6x6 Span = 11.0 ft Applied Loads Beam self weight calculated and added to loads Load for Span Number 2 Point Load : W = 0.07890 k @ 11.0 ft, (Roof) DESIGN SUMMARY Maximum Bending Stress Ratio Section used for this span fb : Actual FB : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. = 0.309 1 6x6 = 240.24 psi 777.60 psi +1.40D+1.60H 5.500ft Span # 1 0.698 in 0.000 in 0.678 in 0.000 in Maximum Shear Stress Ratio Section used for this span fv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs Ratio = Ratio = Ratio = Ratio = Maximum Forces & Stresses for Load Combinations 378 >=360 0 <360 388 >=180 0 <180 Design OK +1.20D+0.50Lr+0. 0.033 : 1 6x6 13.02 psi 388.80 psi 50L+W+1.60H 5.070 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V %1 CFN Ci Cr Moment Values Cm Ct CL Mu fb Fb Shear Values Vu fv Fv +1.4013+1.60H Length = 5.50 ft 1 Length = 11.0 ft 2 +1.20Da0.50Lr+1.60L+1.60H Length = 5.50 ft 1 0.309 0.026 0.60 1.000 1.00 1.00 1.00 1.00 1.00 0.309 0.026 0.60 1.000 1.00 1.00 1.00 1.00 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.149 0.017 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.56 240.24 777.60 0.56 240.24 777.60 0.00 0.48 205.92 1382.40 0.00 0.12 0.10 0.00 0.10 0.00 6.06 6.06 0.00 5.19 0.00 233.28 233.28 0.00 311.04 Title Block Line 6 Wood Beam Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Project ID: 2018723.04.75142.1 Printed: 10 APR 2018, 9:11AM File = T:'ATandT1751421012018-1\REV-1.01CALCUL-1175142.ec6 ENERCALC, INC. 1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Lic. # : KW -06004426 Licensee : GPD ASSOCIATES Description : Load Combination Center Post Max Stress Ratios Moment Values Shear Values Segment Length Span # M V a C FN Ci Cr Cm C t CL Mu fb Fb Vu fv Fv Length = 11.0 ft 2 0.149 0.017 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.48 205.92 1382.40 0.08 5.19 311.04 +1.20D+1.60L+0.50S+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.149 0.017 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.48 205.92 1382.40 0.10 5.19 311.04 Length =11.0 ft 2 0.149 0.017 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.48 205.92 1382.40 0.08 5.19 311.04 +1.200+1.60Lr+0.50L+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.149 0.017 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.48 205.92 1382.40 0.10 5.19 311.04 Length =11.0 ft 2 0.149 0.017 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.48 205.92 1382.40 0.08 5.19 311.04 +1.200+1.60Lr+0.50W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.285 0.029 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.91 393.72 1382.40 0.18 9.11 311.04 Length =11.0 ft 2 0.285 0.029 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.91 393.72 1382.40 0.12 9.11 311.04 +1.200+0.50L+1.60S+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.149 0.017 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.48 205.92 1382.40 0.10 5.19 311.04 Length = 11.0 ft 2 0.149 0.017 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.48 205.92 1382.40 0.08 5.19 311.04 +1.200+1.605+0.50W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.285 0.029 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.91 393.72 1382.40 0.18 9.11 311.04 Length = 11.0 ft 2 0.285 0.029 0.80 1.000 1.00 1.00 1.00 1.00 1.00 0.91 393.72 1382.40 0.12 9.11 311.04 +1.20D+0.50Lr+0.50L+W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.269 0.033 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.34 581.51 2160.00 0.26 13.02 388.80 Length =11.0 ft 2 0.269 0.033 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.34 581.51 2160.00 0.16 13.02 388.80 +1.20D+0.50L+0.50S+W+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.269 0.033 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.34 581.51 2160.00 0.26 13.02 388.80 Length = 11.0 ft 2 0.269 0.033 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.34 581.51 2160.00 0.16 13.02 388.80 +1.200+0.50L+0.705+E+1.60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.095 0.013 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.48 205.92 2160.00 0.10 5.19 388.80 Length = 11.0 ft 2 0.095 0.013 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.48 205.92 2160.00 0.08 5.19 388.80 +0.90D+W+0.90H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.245 0.030 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.22 530.03 2160.00 0.24 11.72 388.80 Length =11.0 ft 2 0.245 0.030 1.00 1.000 1.00 1.00 1.00 1.00 1.00 1.22 530.03 2160.00 0.14 11.72 388.80 +0.90D+E+0.90H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length = 5.50 ft 1 0.072 0.010 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.36 154.44 2160.00 0.08 3.90 388.80 Length =11.0 ft 2 0.072 0.010 1.00 1.000 1.00 1.00 1.00 1.00 1.00 0.36 154.44 2160.00 0.06 3.90 388.80 Overall Maximum Deflections Load Combination Span Max. " " Defl Location in Span Load Combination Max. "+" Defl Location in Span W Only Vertical Reactions Load Combination 1 0.0000 0.000 +D+0.60W+H -0.0229 3.226 2 0.6980 11.000 0.0000 3.226 Support notation : Far left is #1 Values in KIPS Support 1 Support 2 Support 3 Overall MAXimum -0.158 0.304 Overall MINimum -0.054 0.237 +D+H -0.054 0.162 +D+L+H -0.054 0.162 +D+Lr+H -0.054 0.162 +D+S+H -0.054 0.162 +D+0.750Lr+0.750L++1 -0.054 0.162 +D+0.750L+0.750S+H -0.054 0.162 +D+0.60W+H -0.149 0.304 +D+0.70E+H -0.054 0.162 +D+0.750Lr+0.750L+0.450W+H -0.125 0.269 +D+0.750L+0.750S+0.450W+H -0.125 0.269 +D+0.750L+0.750S+0.5250E+H -0.054 0.162 +0.60D+0.60W+0.60H -0.127 0.239 +0.60D+0.70E+0.60H -0.032 0.097 D Only -0.054 0.162 Lr Only L Only S Only W Only -0.158 0.237 E Only Title Block Line 6 Wood Beam Project Title: 1-5 & 1-405 Engineer: TB Project Descr: 75142 (WA6647) Project ID: 2018723.04.75142.( Printed: 10 APR 2018, 9:11AM File = T:ATandT1751421012018-1\REV-1.01CALCUL-1175142.ec6 ENERCALC, INC.1983-2018, Build:10.18.1.31, Ver:10.18.1.31 Lic. # : KW -06004426 Licensee : GPD ASSOCIATES Description : Center Post Vertical Reactions Support notation : Far left is #1 Values in KIPS Load Combination Support 1 Support 2 Support 3 11 Only Know what's below Call before you dig. BUILDING CODE COMPLIANCE ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: JURISDICTION: CITY OF TUKWILA 2015 INTERNATIONAL BUILDING CODE 2014 NATIONAL ELECTRIC CODE TIA-222-G OR LATEST EDITION PROJECT INFORMATION PROJECTION DESCRIPTION. DECOM: -EXISTING NOKIA ULTRASITE REMOVE: - (3) EXISTING - (3) EXISTING - (6) EXISTING PANEL ANTENNAS FROM POSITION 2 (1 PER SECTOR) TMAs FROM POSITION 2 (1 PER SECTOR) DIPLEXERS FROM POSITION 2 (2 PER SECTOR) INSTALL: - (3) PROPOSED - (6) PROPOSED - (1) PROPOSED - (1) PROPOSED - (1) PROPOSED - (1) PROPOSED -(1) PROPOSED - (1) PROPOSED -(1) PROPOSED PANEL ANTENNAS IN POSITION 2 (1 PER SECTOR) RRHs IN POSITION 2 (2 PER SECTOR) DC6 DISTRIBUTION UNIT DC TO DC CONVERTOR W/ (4) PROPOSED CONVERTORS FIBER TRUNK & (2) PROPOSED DC TRUNKS 5C & 6C bCEM CARD IN EXISTING PURCELL CABINET RAYCAP IN EXISTING PURCELL CABINET NOKIA FSM4 IN EXISTING PURCELL CABINET EXHAUST FAN & (1) PROPOSED INTAKE LOUVER PACE NUMBER. MRWOR027599/MRWOR027506 PTN NUMBER: 3801AOBCZC/3901AOBDBR APPLICANT. AT&T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 SITE LOCATION (BASED ON NAD 831: LATITUDE: 4T 27' 57.888" N (47.46608) LONGITUDE: 122' 15' 44.496" W (-122.26236) TOP OF STRUCTURE AGL: ±60' GENERAL INFORMATION. 1. TRAFFIC IS UNAFFECTED. IN EXISTING PURCELL REDS VERSION: V 3.00 DATED 10/20/17 SITE ACQUISITION. MASTEC CONTACT: TBD PH: TBD EMAIL: TBD CONSTRUCTION MANAGER. MASTEC CONTACT: DAN KELLY PHONE: (253) 579-3503 EMAIL: DANIEL.KELLY.COMOMASTEC.COM PERMITTING. MASTEC CONTACT: TBD PH: TBD EMAIL: TBD AT&T PROJECT MANAGER. CONTACT: TBD EMAIL: TBD PHONE: TBD REVISIONS No Changes sha!l hn made to the scope of work withol..!_ prior approval of Tukwila LI: ding Division NOTE: revic will rcciurro ,-f n2-1 Flan submittal and may i -`„:U09 CC. conal plan revi,.w fes;,; CONTACT INFORMATION ENGINEER: CONTACT: PHONE: GPD GROUP PROFESSIONAL CORPORATION 520 SOUTH MAIN STREET. SUITE 2531 AKRON, OHIO 44319 JAMES GRANT (330) 572-2100 FILE COPY Permit NO \C6/ �'°1 WA664 ow approval is subject to Errors and om.ssio PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS �QSTRICTLY PROHIBITED. of construct:on documents dc3s flat v.1horiz© rotation of any adopted cOt3 or crdin nc3. Receipt proved F6i Copy d i 1..er� .��,�,� r% d and coed .Ions i3 aci Icy.. cdgad: 10032276 By: 5711 S 152ND' TUKWILA, WA 981 LTE 5C+6C PACE: MRWOR027599 11* • LOCAL MAP . i 3rkk 4�' ers IIII 1 0P e c9 •p st..nn ramie Garden 33 Apartments $ 8 a Foster Creek Apartments 9 C Limo Service Apartments Seate Classic 50-E, Newport Heights t9 P Lb L'"'" SopMCenter Vkw "520411 / t 5o 0 0 Condominium N 9 f V = � a0 (kr./APartinenl Le VI MS Apartments 0 N +.� sts2oa PI i 5 ' 9 Pyramid Pante �•+. Apartments ga Souhcanerg„d u N.. 9 ;f0 North Hill Apartments flo - • 4r'4'rerBlro ARCO A„avoue 4t,45© z 0 NO SCALE 5E11 i/'Sy: Lo ' I L' E" t�'�L' .`, i REQ! {i^'-'� r'rP')a i� y_ 'Ci— -t. DRIVING DIRECTIONS DIRECTIONS FROM SEATTLE -TACOMA AIRPORT: HEAD SOUTHEAST ON AIRPORT EXPRESSWAY TOWARD DEPARTURES DR 56 FT, USE THE LEFT LANE TO KEEP LEFT 0.1 MI. KEEP LEFT 2 MIN (0.5 MI), CONTINUE ON AIRPORT EXPRESSWAY. TAKE WA -518 E AND 51ST AVE S TO S 144TH ST IN TUKWILA 5 MIN (3.0 MI), SLIGHT LEFT ONTO AIRPORT EXPRESSWAY 0.8 MI, KEEP RIGHT AT THE FORK. FOLLOW SIGNS FOR WA -518 E/INTERSTATE 5/INTERSTATE 405 AND MERGE ONTO WA -518 E 1.3 MI. TAKE THE 51ST AVENUE 5 EXIT 0.2 MI, TURN LEFT ONTO 51ST AVE S 0.8 MI, TAKE MACADAM RD S TO YOUR DESTINATION 3 MIN (0.9 MI), TURN RIGHT ONTO S 144TH ST 0.1 MI, TURN RIGHT ONTO MACADAM RD S 0.5 MI, TURN LEFT ONTO S 152ND ST, RESTRICTED USAGE ROAD 0.2 MI, TURN RIGHT RESTRICTED USAGE ROAD 197 FT EVIEWED FOR E COMPLIANCE 11 1 ttPPROVED AUG 2 8 4018 City of ukwila BUILDING DIVISION DRAWING INDEX ....._..._, SIGNATURE SHEET NO ' SHEET TITLE 5E11 i/'Sy: Lo ' I L' E" t�'�L' .`, i REQ! {i^'-'� r'rP')a i� y_ 'Ci— -t. T-1 TITLE SHEET L •p GN -1 LEGENDS. ABBREVIATIONS & CONSTRUCTION INSPECTIONS OF TUKWIU GN -2 GENERAL NOTES .%'Le deal C-1 OVERALL SITE PLAN }....arrnq C-2 COMPOUND PLAN & EQUIPMENT LAYOUT"'�....,.S.i C-3 TOWER ELEVATION & NOTES �'PiLm jrlg RF -1 ANTENNA CONFIGURATION RF -2 ANTENNA & RRH DETAILS 0 C -.J i-�} ipii: RF -3 EQUIPMENT DETAILS E-1 GROUNDING DETAILS `� a Cf 1-• • .. -1 G�.� E-2 TRICAL NOTES CONSTR. MANAGER: TRANSPORT: 1 8�l EQUIP. ENGINEER: APPROVAL DATE SIGNATURE APPROVAL DATE.RECENED RF ENGINEER: LANDLORD: CITY OF TUKWIU RF MANAGER: SITE ACQUISITION: V OPPS MANAGER: ZONING AGENT: {� CONSTR. MANAGER: PROJECT MANAGER: JUN 22 2018 NSB MANAGER: CONSTR. MANAGER: TRANSPORT: EQUIP. ENGINEER: COMPUANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 11"x17" PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQUIRED FOR ROUTINE MAINTENANCE. THE PROJECT WILL NOT RESULT IN ANY , SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED. CONTRACTOR SHALL VERIFY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS ON THE JOB SITE & SHALL IMMEDIATELY NOTIFY THE ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME at&t �.7 mobility •:MasTec Network Solutions • GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 • PROJECT NO: 2018723.04.75142.01 DRAWN BY: CJM CHECKED BY: JG • 0 e 05/21/18 ISSUED FOR CONSTRUCTION REVIEM D(?IRES 04/16/2020 CE R 15 A VIOLATION OF LAW FOR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. • 1-5 & 1-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE — ROOFTOP SHEET TITLE TITLE SHEET SHEET NUMBER T-1 EXOTHERMIC CONNECTION MECHANICAL CONNECTION CHEMICAL ELECTROLYTIC GROUNDING SYSTEM TEST CHEMICAL ELECTROLYTIC GROUNDING SYSTEM EXOTHERMIC WITH INSPECTION SLEEVE I] GROUNDING BAR ==a GROUND ROD II�-• TEST GROUND ROD WITH INSPECTION SLEEVE IIHET SINGLE POLE SWITCH r dibAWG DUPLEX RECEPTACLE DUPLEX GFCI RECEPTACLE V�� FLUORESCENT LIGHTING FIXTURE r (2) TWO LAMPS 48-T8 I L SMOKE DETECTION (DC)SD • •AC 6 97 1 F ' _1BOF O n AB ANCHOR BOLT INT INTERIOR ABV ABOVE LB(S) POUND(S) ALTERNATING CURRENT LF UNEAR FEET ADDL ADDRIONAL MAX MASONRY AFF ABOVE FINISHED FLOOR MAX MAXIMUM AFG ABOVE FINISHED GRADE MB MACHINE BOLT AIC AMPERAGE INTERRUPTION CAPACITY MECH MECHANICAL AL�/ ALUM ALUMINUM MFR MANUFACTURER TT ALTERNATE ANT NA MGN MASTER GROUND BAR MIN MINIMUM APPROX APPROXIMATE MISC MISCELLANEOUS ARCH ARCHITECTURAL MTL METAL ATS AUTOMATIC TRANSFER SWITCH MTS MANUAL TRANSFER SWITCH AMERICAN WIRE GAUGE MW MICROWAVE BATT BATTERY (N) NEW BLDG BUILDING NEC NATIONAL ELECTRIC CODE BLK BLOCK NO.(%f) NUMBER BLKG BLOCKING NTS NOT TO SCALE BM BEAM OC ON CENTER BTC BARE TINNED COPPER CONDUCTOR BOTTOM OF FOOTING OPNG OPENING CAB CABINET (P) PROPOSED P/C PRECAST CONCRETE CANT CANTILEVERED CEC CALIFORNIA ELECTRIC CODE PCS PERSONAL COMMUNICATION SERVICES CHG CHARGING PRIMARY CONTROL UNIT CLG CEILING ?TQC PRIMARY RADIO CABINET CLR CLEAR PP POLARIZING PRESERVING COL COLUMN PSF POUNDS PER SQUARE FOOT COMM COMMON PSI POUNDS PER SQUARE INCH CONC CONCRETE PT PRESSURE TREATED CONSTR CONSTRUCTION PWR POWER CABINET DBL DOUBLE OTY QUANTITY DC DIRECT CURRENT RAD RADIUS DEPT DEPARTMENT RECT RECTIFIER DF DOUGLAS FIR REF REFERENCE DIA DIAMETER REINF REINFORCEMENT DIAG DIAGONAL REO'D REQUIRED DIM DIMENSION RET REMOTE ELECTRIC TILT DWG DRAWING RMC RIGID METALUC CONDUIT DWL DOWEL RRH REMOTE RADIO HEAD (E) EXISTING RRU REMOTE RADIO UNIT EA EACH RWY RACEWAY EC ELECTRICAL CONDUCTOR EL ELEVATION SHT SHEET SCHEDULESCH ELEC ELECTRICAL SIAD SMART INTEGRATED DEVICE EMT ELECTRICAL METALLIC TUBING SIM SIMILAR ENG ENGINEER SPEC SPECIFICATION EQ EQUAL SO SQUARE EXP EXPANSION SS STAINLESS STEEL EXT EXTERIOR STD STANDARD FAB FABRICATION STL STEEL FF FINISH FLOOR STRUCT STRUCTURAL FG FINISH GRADE TEMP TEMPORARY FIF FACIUTY INTERFACE FRAME THK THICKNESS FIN FINISH(ED) TM TOWERMOUNTEDAMPLIFIER FLR FLOOR FON FOUNDATION TOA TOP OF ANTENNA FOC FACE OF CONCRETE TOC TOP OF CURB TOF TOP OF FOUNDATION FOM FACE OF MASONRY TOP TOP OF PLATE (PARAPET) FOS FACE OF STUD FOW FACE OF WALL TOS TOP OF STEEL FS FINISH SURFACE TOW TOP OF WALL FT FOOT TVSS TRANSIENT VOLTAGE SUPPRESSION SYSTEM FTG FOOTING TYP TYPICAL GA GAUGE UG UNDERGROUND GEN GENERATOR UL UNDERWRITERS LABORATORY GFCI GROUND FAULT CIRCUIT INTERRUPTER UNO UNLESS NOTED OTHERWISE GLB GLUE LAMINATED BEAM UMTS UNIVERSAL MOBILE TELECOMMUNICATIONS GLV GALVANIZED SYSTEM GPS GLOBAL POSITIONING SYSTEM UPS UNITERRUPTIBLE POWER SYSTEM GND GROUND (DC POWER PLANT) GSM GLOBAL SYSTEM FOR MOBILE VIF VERIFIED IN FIELD HDR HEADER W WIDE HGR HANGER W/ WITH HVAC HEAT/VENTILATION/AIR CONDITIONING WD WOOD HT HEIGHT W.P. WORK POINT IGR INTERIOR GROUND RING WP WEATHERPROOF IN INCH WT WEIGHT REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2018'Ssio�,r�,,:F�5i22iLE City of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA5711 JUN 22 2018 PERMIT CENTER 1 tiliriago ���� mobility ella S Network Solutions e c A /'._ GPD GROUP Professional Corporation 520 South Hain Street, Suite 2531 Akron, OH 49311 330.572.2100 Far 330.572.2102 EMERGENCY LIGHTING (DC) aPCU SECURITY LIGHT W/PHOTOCELL LITHONIA ALXW LED -1-25A400/51K-SR4-120-PE-DDBTXD CHAINLINK FENCE—•—•—•—•—•—•—•—•—•— WOOD/WROUGHT FENCE IRON 0 0 0 0 0 0 0 0 0 • 0 0 WALL STRUCTURE 1://///////////////////////////////4 LEASE AREA PROPERTY LINE (PL)---------------------- SETBACKS - • PROJECT NO: 2018723.04.75142.01 DRAWN BY: CJM CHECKED BY: JG ICE BRIDGE vAAA•AAAAWAA W oWWAmoAAooA.oA,o•AAA FoAavo uuvoAuv...uuvooAvoo v viuvAvavAvA�iuovivA • 1 .................................._.................. ...........• • CABLE TRAY ............................... WATER LINE -•—•—•—•—•—•—•—•—•—•- 0 05/21/18 ISSUED FOR CONSTRUCTION B 03/22/18 ISSUED FOR REVIEW UNDERGROUND POWER I A .. D 0 R "r I yM,S UNDERGROUND TELCO - - - - - 0•, .. OVERHEAD POWER—^.—•.—•.—^.—^.—^�—^�— • n, s: e� ,C �"�, �.�'� .��i O,. ,( y°•�`, 1 ��- ..... ,t-: ,t-'"- �/ vi ? 5>77 3 Off, C'1;151 '._ • 7' i. ��' ' OVERHEAD TELCO UNDERGROUND TELCO/POWER-10f�-IOv.-1Ptr'-1°'�-100'-"'�-1•n-�'�-'•'�- ABOVE GROUND POWER-p-0�-p-p-n--p-0�--�-p- ABOVE GROUND TELCO - a -.• - m - m -.m -w -.• -.w -w -a - - ABOVE GROUND TELCO/POWER --/. -'°'i' - NCO - n - NW/ -ACTA - MVP -.wi• - NAA - m WORK POINT �✓W,p SECTION REFERENCE ® DETAIL REFERENCE EXPIRES O4� 16I2O2O E ® T IT 15 A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A TTOEN ALTERED THIS DOCUMENT. UMENT. R, 1-5 & 1-405 10032276 S 152ND ST TUKWILA, WA 98188 LTE - ROOFTOP SHEET TITLE LEGENDS, ABBREVIATIONS & CONSTRUCTION INSPECTIONS -- SHEET NUMBER GN-1 5 LEGEND 1 ABBREVIATIONS 2 NOT USED 3 GENERAL CONSTRUCTION 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: GENERAL CONTRACTOR - MASTEC CONTRACTOR: (CONSTRUCTION) OWNER - AT&T ENGINEER - GPD GROUP 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T PROJECT SPECIFICATIONS. 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES. REGULATIONS, AND ORDINANCES. GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK. 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPLICABLE REGULATIONS. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EOUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE IONFOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER DISCIPLINES. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE. AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15. CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK. 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH All REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, 9) CONFINED SPACE, C) ELECTRICAL SAFETY, AND D) TRENCHING & EXCAVATION. 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND/OR LOCAL UTILITIES. 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABIUZED TO PREVENT EROSION. 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT. 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS REQUIRED). 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION. APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 34. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 35. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, THE DRAWINGS SHALL GOVERN. 36. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. 37. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 38. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. 39. NO WHITE STROBE LIGHTS ARE PERMITTED. LIGHTING IF REQUIRED, WILL MEET FAA STANDARDS AND REQUIREMENTS. 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. ANTENNA MOUNTING 41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. 42. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 43. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS NOTED OTHERWISE. 44. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 45. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. 46. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION FOR INSTALLATION AND GROUNDING. 47. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED WITH A 50 -OHM LOAD TO ENSURE ANTENNAS PERFORM AS DESIGNED. 48. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED WITHIN +/- 53C AS DEFINED BY THE REDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.55 AS DEFINED BY THE RFDS. REFER TO ND -00246. 49. JUMPERS FROM THE TMA'S MUST TERMINATE TO OPPOSITE POLARIZATION'S IN EACH SECTOR. 50. CONTRACTOR SHALL RECORD THE SERIAL //, SECTOR, AND POSITION OF EACH ACTUATOR INSTALLED AT THE ANTENNAS AND PROVIDE THE INFORMATION TO AT&T. 51. TMA'S SHALL BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS AS CLOSE TO ANTENNA AS FEASIBLE IN A VERTICAL POSITION, 52. ANTENNAS SHALL HAVE A 4'-0" MIN CENTER TO CENTER HORIZONTAL SEPARATION. TOROUS REQUIREMENTS 53. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. 54. ALL RF CONNECTIONS. GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE GROUND BAR, ANTENNA BRACKET METAL. 55. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). 56. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). 57. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. 58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 59. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). FIBER & POWER CABLE MOUNTING 60. THE FIBER OPTIC TRUNK CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY. WHEN INSTALLING FIBER OPTIC TRUNK CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE INSTALLED INTO AN INTER DUCT AND A PARTITION BARRIER SHALL BE INSTALLED BETWEEN THE 600 VOLT CABLES AND THE INTER DUCT IN ORDER TO SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL HAVE APPROVED CABLE RESTRAINTS EVERY (60) SIXTY FEET AND SECURELY FASTENED TO THE CABLE TRAY SYSTEM. NFPA 70 (NEC) ARTICLE 770 RULES SHALL APPLY. 61. THE TYPE TC -ER CABLES SHALL BE INSTALLED INTO CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY AND SHALL BE SECURED AT INTERVALS NOT EXCEEDING (6) SIX FEET. AN EXCEPTION; WHERE TYPE TC -ER CABLES ARE NOT SUBJECT TO PHYSICAL DAMAGE, CABLES SHALL BE PERMITTED TO MAKE A TRANSITION BETWEEN CONDUITS, CHANNEL CABLE TRAYS, OR CABLE TRAY WHICH ARE SERVING UTILIZATION EQUIPMENT OR DEVICES, A DISTANCE (6) SIX FEET SHALL NOT BE EXCEEDED WITHOUT CONTINUOUS SUPPORTING. NFPA 70 (NEC) ARTICLES 336 AND 392 RULES SHALL APPLY. 62. WHEN INSTALLING OPTIC FIBER TRUNK CABLES OR TYPE TC -ER CABLES INTO CONDUITS, NFPA 70 (NEC) ARTICLE 300 RULES SHALL APPLY. COAXIAL CABLE NOTE5 63. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 62. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WTTH A DIGITAL LEVEL. 63. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING STANDARD" ND -00027 LATEST VERSION. 64. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION LINE SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 65. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 66. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, EC ORS, A NTENNAS, 67. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE W GENERAL CABLE AND EQUIPMENT NOTES 68. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIP MAKE AND MODELS PRIOR TO INSTALLATION. LL RIEVI��P D FOR PLIA NC APPROVED XERS, AND COAX CONFIGURATION, 69. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL B` �tQ L��� MANUFACTURER'S RECOMMENDATIONS. INSTALLEDAAF��(� 70. CONTRACTOR SHALL REFERENCE THE TOWER STRUCTURAL ANALYSIS/D;"IGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION/ROUTING. 71. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPR USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS AR MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCK ALLOWED. I'�FED, EXpIB� p C .1i1'. , HALL IVISIO I. RECEIVED CITY OF TUKW�J JUN 22 2014 st.......;/ atsct mobility ■ ■ • �MasTec Network Solutions 72. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50' F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 73. ALL CABLES SHALL BE GROUNDED WITH COAXIAL CABLE GROUND KITS. FOLLOW THE MANUFACTURER'S RECOMMENDATIONS. A. GROUNDING AT THE ANTENNA LEVEL. B. GROUNDING AT MID LEVEL, TOWERS WHICH ARE OVER 200'-O", ADDITIONAL REQUIRED. C. GROUNDING AT BASE OF TOWER PRIOR TO TURNING HORIZONTAL. D. GROUNDING OUTSIDE THE EQUIPMENT SHELTER AT ENTRY PORT. E. GROUNDING INSIDE THE EQUIPMENT SHELTER AT THE ENTRY PORT. Peron- CEN 74. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 75. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ANTENNA AND THE COAX CONFIGURATION IS THE CORRECT MAKE AND MODELS, PRIOR TO INSTALLATION. 76. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER TOWER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. 77. ANTENNA CONTRACTOR SHALL FURNISH AND INSTALL A 12'-0" T -BOOM SECTOR ANTENNA MOUNT, IF APPLICABLE, INCLUDING ALL HARDWARE. SAFETY ENFORCEMENT SAFETY IS OF PARAMOUNT CONCERN TO BOTH SITE WORKERS AND THE PUBLIC. 1. CONSTRUCTION WORK PRESENTS UNIQUE THREATS TO HEALTH AND SAFETY. THE CONTRACTOR IS RESPONSIBLE TO EDUCATE THEIR WORK FORCE OF THESE DANGERS AND LIMIT THEIR EXPOSURE TO HAZARDS. THIS EDUCATION SHALL INCLUDE BUT NOT BE LIMITED TO APPLICABLE TRAINING COURSES AND CERTIFICATIONS, PROPER PERSONAL PROTECTIVE EQUIPMENT USAGE, DAILY TAILGATE MEETINGS AND ANY OTHER PREVENTATIVE MEASURES WHICH MAY BE REASONABLY EXPECTED. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND ANY PROPERTY OCCUPANTS WHO MAY BE AFFECTED BY THE WORK UNDER CONTRACT. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, AND LOCAL SAFETY GUIDEUNES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. 2. ALL SAFETY EQUIPMENT SHALL BE INSPECTED ACCORDING TO ALL OSHA AND INDUSTRY SCHEDULED INTERVALS AND ALL INSPECTIONS SHALL BE DOCUMENTED PER APPLICABLE CODES AND STANDARDS. 3. TOWER WORK PRESENTS ADDITIONAL THREATS TO HEALTH AND SAFETY. ALL TOWER WORKERS WORKING ON A TOWER MUST BE ADEQUATELY TRAINED AND MONITORED TO ENSURE THAT SAFE WORK PRACTICES ARE LEARNED AND FOLLOWED. AS REQUIRED BY OSHA, WHEN WORKING ON EXISTING COMMUNICATION TOWERS, EMPLOYEES MUST BE PROVIDED WITH APPROPRIATE FALL PROTECTION, TRAINED TO USE THIS FALL PROTECTION PROPERLY, AND THE USE OF FALL PROTECTION MUST BE CONSISTENTLY SUPERVISED AND ENFORCED BY THE CONTRACTOR. 4. ELECTRICAL WORK PRESENTS SPECIFIC THREATS TO THE HEALTH AND SAFETY OF WORKERS ON SITE. SPECIFICALLY ELECTROCUTIONS ARE THE FOURTH LEADING CAUSE OF DEATH ON CONSTRUCTION SITES. ALL ELECTRICAL WORKERS SHALL HAVE CURRENT CERTIFICATIONS WHICH SATISFY ALL TRAINING REQUIREMENTS FOR THE ELECTRICAL WORK THEY ARE PERFORMING PER OSHA STANDARDS. AU. ELECTRICAL WORKERS SHALL ADHERE TO ALL SAFETY RULES AND REGULATIONS FOR WORKER AND PUBLIC SAFETY. ALL WORK SHALL BE PERFORMED 81' QUALIFIED ELECTRICIANS TRAINED FOR THE TYPE OF WORK AND THE VOLTAGES PRESENT FOR EACH TASK. THE CONTRACTOR SHALL REVIEW ALL LANDOWNER, PRIME CONTRACTOR, CARRIER, OSHA, NFPA 70, AND LOCAL SAFETY GUIDELINES AND AT ALL TIMES SHALL CONFORM TO THE MOST RESTRICTIVE OF THESE STANDARDS TO ENSURE A SAFE WORKPLACE. GPD GROUP Professional Corporation 520 South Main Street, Sidle 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 PROJECT NO: 2018723.04.75142.01 DRAWN BY: CHECKED BY: CJM JG `rl." ♦ 0 05/21/18 ISSUED FOR CONSTRUCTION B ,.e . a, FOR RENEW S.�SO'1 F1 f%U >'.. ,F. EW ! 5/22/18 RES 04/16/2020 GENERAL CONSTRUCTION NOTES CE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 1-5 & 1-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE - ROOFTOP SHEET TITLE GENERAL NOTES SHEET NUMBER GN -2 L EXISTING AT&T ACCESS LADDER EXISTING AT&T EQUIPMENT ROOM AT GROUND LEVEL (SEE SHEET C-2) L L ROOF AREA SCHEDULE REM AREA % COVERED ROOFTOP 7597 SF ANTENNA SHROUD 125 SF 0.016% RF SAFETY NOTE. AT&T HAS IMPLEMENTED RF SAFETY PROCEDURES MID ACTIONS ON THIS ROOFTOP SITE. ALL GENERAL SAFETY RECOMMENDATIONS WILL BE FOLLOWED IN ORDER TO COMPLY WITH FCC & COUNTY GUIDELINES. EXISTING AT&T ANTENNAS IN FRP SHROUD (SEE SHEET RF -1) EXISTING ROOFTOP EXISTING ROOFTOP—�� REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 318 City of Tukwila BUILDING DIVISION at&t �i mobility •=.1asTec Network Solutions GPD GROUP Professional Corporation 520 South Main Street, Sulte 2531 Akron, 01144311 330.572.2100 Fax 330.572.2102 PROJECT NO: 2018723.04.75142.01 DRAWN BY: CJM CHECKED BY: JG RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER EXP 22x34" SCALE: 3/16" = 1'-0" 11"x17" SCALE: 3/32" = 1'-0" 4 2 0 4' OVERALL SITE PLAN ES 04/16/2020 CE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION Of A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 1-5 & 1-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE — ROOFTOP SHEET TITLE OVERALL SITE PLAN SHEET NUMBER C-1 0 05/21/18 ISSUED FOR CONSTRUCTION D FOR REVIEW AQ�R7'/1Q,1 ( �1 RENEW RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER EXP 22x34" SCALE: 3/16" = 1'-0" 11"x17" SCALE: 3/32" = 1'-0" 4 2 0 4' OVERALL SITE PLAN ES 04/16/2020 CE IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION Of A UCENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. 1-5 & 1-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE — ROOFTOP SHEET TITLE OVERALL SITE PLAN SHEET NUMBER C-1 :1 1 22"x34 SCALE: 1" = 1'-0" 11"x17 SCALE: 1/2" = 1'-0" 6 0 1' f EXISTING BATTERY RACK W/ (20) MARATHON BATTERIES O 0 EXISTING BATTERY RACK W/ (4) MARATHON BATTERIES O 0 EXISTING CABLE RUNS FROM AT&T EQUIPMENT ROOM ROUTED THROUGH ATTIC CABLE TRAY TO FRP CUPOLA (1) PROPOSED FIBER TRUNK & (2) PROPOSED DC TRUNKS TO FOLLOW EXISTING CABLE ROUTING EXISTING AT&T ACCESS LADDER (12) EXISTING DIPLEXERS MOUNTED TO WALL (6) TO BE REMOVED EXISTING COAX ENTRY PORT 0000000 EXISTING GSM CABINET x 0 U 0 • I 0 U x 0 U x 0 U x 0 0 U x 0 0 U x 0 U 0 0 II I EXISTING POWER CABINET W/ (12) MARATHON BATTERIES 1 Q � U 0 0 U 0 0 0 0 0 U EXISTING UMTS CABINET EXISTING TELCO BOARD EXISTING ELECTRICAL PANEL INSTALL (1) PROPOSED RAYCAP & (1) PROPOSED DC TO DC CONVERTOR W/ (4) CONVERTORS IN EXISTING FIF RACK REVIEWED fXIBE CODE COMPLIANCE APPROVED AUG 2 8 2018 City of Tukwila BUILDING DIVISION at&t ' 7 mobility •=•MasTec Network Solutions GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax 330.572.2102 1 1 PROJECT NO: 2018723.04.75142.01 DRAWN BY: CJM CHECKED BY: JG PKPRRES 04/16/2020 EQUIPMENT LAYOUT 1 C R IS A VIOLATION OF UW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A UCENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. 1-5 & 1-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE - ROOFTOP SHEET TITLE EQUIPMENT LAYOUT SHEET NUMBER C-2 NOTE: THE PASSING STRUCTURAL ANALYSIS FOR THE EXISTING FAUX CUPOLA AT THIS SITE WAS COMPLETED BY GPD GROUP ON APRIL 16, 2018. CONFORMING TO - CIA-222–G. ACCORDING TO THE GPD GROUP STRUCTURAL ANALYSIS, THE CUPOLA HAS SUCIENT FFI CAPACITY. 1. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 2. CONTRACTOR SHALL VERIFY THE DOWN–TILT OF EACH ANTENNA WITH Ar. DIGITAL LEVEL 3. CONTRACTOR TO CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABEUNG STANDARD" ND-00027, REFER TO THE LATEST VERSION. 4. ALL JUMPERS TO THE ANTENNAS FROM THE MAIN TRANSMISSION UNE WILL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6'-0". 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4.-0" OC. 6. CONTRACTOR MUST FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 7. WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS.1.11 8. CONTRACTOR SHALL GROUND ALL EQUIPMENT. INCLUDING ANTENNAS, RET MOTORS, TMA'S, COAX CABLES, AND RET CONTROL CABLES AS A COMPLETE SYSTEM. GROUNDING SHALLBE EXECUTED BYL QUALIFIED WIREMEN IN COMPLIANCE WITH MANUFACTURER'S SPECIFICATION AND RECOMMENDATION. 9. CONTRACTOR SHALL PROVIDE STRAIN–RELIEF AND CABLE SUPPORTS FOR ALL CABLE ASSEMBLIES, COAX CABLES, ANDORET CONTROL CABLES. AND CABLE SUPPORTS ORDAN BE APPROVED FOR CABLEP PURPOSE. THE PURPOSE. INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 10. CONTRACTOR TO VERIFY THAT EXISTING COAX HANGERS ARE STACKABLE SNAP IN HANGERS. IF EXISTING HANGERS ARE NOT STACKABLE SNAP IN HANGERS THE CONTRACTOR SHALL REPLACE EXISTING HANGERS WITH NEW SNAP IN HANGERS IF APPLICABLE. atat \%........–...." mobility �� n II I I 11 EXISTING & PROPOSED AT&T •■ a sTe c Network Solutions d---I–I 11 •Ii ANTENNAS, SEE SHEET RF-1 - FOR DETAILED PLAN f 1 •� i PROPOSED EXHAUST FAN t----} 1 a= I) GPD GROUP Professional /��,�,,,��,,,,, `^"M`x'��^x" 520 South Main Sheet, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 (SEE SHEET RF-3) 7 r---. 1 1 I \ II �� I 1 11 II EXISTING & PROPOSED AT&T EQUIPMENT ON CUPOLA WALL, SEE SHEET RF-1 FOR DETAILED PLAN EXISTING AT&T ACCESS LADDER In • �i III JI mL I – -- – -- p PROPOSED AIR INTAKE PROJECT NO: 2018723.04.75142.01 PROPOSED (1) FIBER Si i• LOUVER, 24x24 (SEE TRUNK & PROPOSED (2)DC TRUNKS TO FOLLOW EXISTING CABLE ROUTING 1 I i i� izi tai -i• — idir:– INN SHEET RF-3) �` DRAWN BY: CJM COAXIAL ANTENNA CABLE NOTES 2 I ri `CHECKED BY: JG• IIII. IIIIII 11.1 MIM'MIMI IM III 11111'111.11 1101 III. MIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 - U illarialinegallijrniNIMMINNEM _ ' 111.111111111111111111111111111.11 NIMIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIEIMIIIIIIIIMIIIIIIMIIIMIEMIIIIIIMIII 0 05/21/18 ISSUED FOR CONSRtUC110N 1 1 11 11 1 I 111 1 I 111 I I 111 1 I 111 1 I 1 1 1 I 11 11 I I 111 11 11 1 11 11 1 11 11 1 1 I 1 I 1 I 1 1 1 1 I I I I 1 11 11 I I I I 8 03 18 ISSUED FOR REVIEW il\•--6- J S.' U Dy�e :-S REVIEW V • / i / O G." 7 0 " �. " • ,? ,� R: 5a771 L �V isrcx FSSIn�'IAt.:F- `a`J , ' 5. �� 5/22/18 111 1 —I 11. .. 1 1 111 . 1 1. 1 1 1 1 1. .. 1 1 1 1 1 1 1 t. . 1 . 1 1. .. . 1 1. .. 1 1 1 1 1 1 . 1 1 1 1. 1 1 1. . 1 1 1 1. . 1 1 .. . 1 1. .. . 1 1. 1 1 I I 1. .. 1 1 1. 1. 1 1. REVIEWED FOR CODE COMPLIANCE APPROVED AUG282018 11� I 04/16/2020 il 1 I•"Es � City of Tukwila BUILDING DIVISION R A VIOLATION OF FOR ANY PERSON, UNLESS S THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFE5ENGINEER, 510NAL TO ALTER THIS DOCUME. 1 1 I I I I RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER 1-5 & 1-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE - ROOFTOP I 1 ( SHEET TITLE TOWER ELEVATION SHEET NUMBER C-3 NOT USED 1 3 22"x34" SCALE: 1/16" - 1 -0 i . e...y � PROPOSED ELEVATION 11"x17" SCALE: 1/32" = 1'-0" 16 12 8 4 0 16' 1 (N) = NEW EXISTING ANTENNA CONFIGURATION AND CABLE SCHEDULEPROPOSED (N) = NEW ANTENNA CONFIGURATION AND CABLE SCHEDULE _- --- - - atm(1) �� mobility - - - - - .0 (X) = EXISTING (%R) = EXISTING/RELOCATED (XG) = EXISTING/GROUND SECTOR POS STATUS ANTENNA ANTENNA t HEIGHT AZIMUTH - -- - --- TMA/RRU - - DC SURGE AND DISTRIBUTION - TYPE (X) = EXISTING (XR) =EXISTING/RELOCATED (XG) = EXISTING/GROUND SECTOR POS STATUS ANTENNA TECH.AZIMUTH ANTENNA CL HEIGHT TMA/RRU DC SURGE AND DISTRIBUTION CABLE TYPE (E) = ELECTRICAL (M) = MECHANICAL 1 EXISTING COMMSCOPE (X) SBJAH4-1D658—DL 135• (1) RRH2x40W-07L (X) (1) RRH2x60-850 (X) (1) 825 RRH4z30-4R (X) RRH4x24—WCS-4R (X) (1) RAYCAP (X) DC6-48-60-18-8F (2) DC (X) (1) FIBER (X) (E) = ELECTRICAL (M) = MECHANICAL 1 EXISTING COMMSCOPE (X) SBJAH4-1D65B—DL LTE 1900/850/ 700/WCS 135, (1) RRH2x40W-07L (X) (1) RRH2z60-850 (X) (1) B25 RRH4x30-4R (X) (1) RRH4x24—WCS-4R (X) (1) RAYCAP (0) DC6-48-60-18-8F (2) DC (X) (1) FIBER (X) A 2 EXISTING dbSPECTRA (0) SPD2P6516XLH 49'—O" AGL 135' (2) IMA (X) DIPLEXER1 (2) COAX (X) A 2 _ - PROPOSED (N) EPBO-64L8H6—L2 UMTSO LTE 700/AWSKMW 49'-0" AGL 135' _ (1) FLEXI RRH 4T4R 614 (N) (1) B(18)A TMAH (X)5 (N) - (2) DIPLEXER (X) (2) COAX (X) EXISTING COMMSCOPE (X) SBJAH4-1D658—DL 270• (1)(4) RRH2z40W-07L) (X) (1) RRH2x60-850 (X) (1) 825 RRH4x30-4R (X) (1) RRH4x24—WCS-4R (X) (1) RAYCAP (X) DC6-48-60-18-8F (2) DC (X) (1) FIBER (X) 1 EXISTING COMMSCOPE (X) SBJAH4-1D658—DL LTE 1900/850/ 700/WCS 270, (1) RRH2x40W-07L (X) (1) RRH2x60-850 (X) (1) 825 RRH4,30-4R (X) (1) RRH4x24—WCS-4R (X) (1) RAYCAP (X) DC6-48-60-18-8F (2) DC (X) (1) FIBER (X) 8 2 EXISTING dbSPECTRA (X) SPD2P6516XLH 49'-0" AGL 270' (2) TMA (X) (4) DIPLEXER (X) (2) COAX (%) I a sTe c Network Solutions B 2 PROPOSED EPBOK64MW L8H6—L2 UMTS TE 700/AWS0/850 49.-0" AGL 270' (1) FLEXI RRH 4T4R 814 (N) (1) B66A (1 TMA (X)5 (N) (2) DIPLEXER (X) (2) COAX (X) 1 EXISTING COMMSCOPE (X) SBJAH4-1D658—DL 45. (1) RRH2x40W-07L (X) (1) RRH2z60-850 (X) (1) 825 R 4—WCS-4R (X)_: (1) RRH4x24—WCS-4R (X) SHARED W/ Al 1 EXISTING SBBJAH4—COMMS1D65OPEB—ADL LTE 1900/850/((1)) 700/WCS 45' RRH2x60W 850 (X)07L ) (1) 625 RRH4x30-4R (X) (1) RRH4x24—WCS-4R (X) (1) RAYCAP (N) DC6-48-60-18-8C (2) DC (N) (1) FIBER (N) C 2 EXISTING dbSPECTRA (X) SPD2P6516XLH 49'-0" AGL 45' (2) TMA (X) (4) DIPLEXER (X) (2) COAX (X) NOTE: REMOVE (3) THAs FROM POSITION 2 (FIELD VERIFY EXACT LOCATION) � U v EXISTING AT&T CABLE ROUTE C -2 PROPOSED EPBQ-6 4L8NH6—L2 ULTE 700/AWSKMW MTS 0 49'-0" AGL 45' (1) FLEXI RRH 4T4R 814 (N) AH(Xj5 (N) (1) B(6A TAA (2) DIPLEXER (X) (2) COAX (0) \ /'.� GPD����� �j rrprofessiona'�M `^'xW'Q`^^. 520 South Main Street, Suite 2531 Akmn,OH44311 330.572.2100 Fax: 330.572.2102 , 1. INTAKE AIR LOUVER: GREENHECK MODEL ESD-635 APPROVED EQUAL, 24X24 X6, 1950 CFM AIRFLOW, VELOCITY, 12"SP, SF FREE AREA. PROVIDE BIRD SCREEN, ALUMINUM FILTER RACK AND 2. INTAKE AIR CONTROL DAMPER: GREENHECK APPROVED EQUAL, 24x 2404, EXTRUDED ALUMINUM, AIRFOIL BLADES, TPE BLADE SEAL MATERIAL. BEUMO MODEL TFBI20 ACTUATOR. 3. UNE VOLTAGE THERMOSTAT: GREENHECK MODEL OR APPROVED EQUAL, 30-11OF RANGE, 120V-1PH. 4. WALL TYPE. PROPELLER EXHAUST FAN: GREENHECK SE1-16-436—B4 OR APPROVED EQUAL, 1450 SP, 1160 FAN RPM, .24 BHP, 1/4 HP, 120V-1PH FURNISH WITH NEMA 3 DISCONNECT AND BACKDRAFT DAMPER. OR 879 FPM LOUVER WITH EXTENDED SILL. MODEL VCD.40 OR PARALLEL PROVIDE WITH / #: 380044 16A MODEL #: CFM AT 32" POWER. BD-320—PB-18218 p U O U u w w REVIEVNED FOR CODE COMPLIAN CE APRROVED \\•1l '^ A�V 2 8 LJ1� (3) PRO OED AT&T RRHs VVVV MOUNTED' TO NEW UNISTRUT• ABOVE :; !STING LIWAY n•n kw,Ia EXISTING��ING DIVISION • PROJECT N0: 2018723.04.75142.01 DRAWN BY: CJM CHECKED BY: JG \ EXISTING ACCESS I DOOR .41EXISTING •�phj O•� ACCESS • DOOR • p • ; EXISTING AT&T GPS ANTENNA & Nil MI 1111 �pR �IX � O • . W. 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AI .4 577! .:, ^ �rCifS1�S�' •S r�AI. s/a2/is T R ": o� G 5 � �IIIS , h AT&TA A EXISTING T&T PANEL ANTENNA. 7' M 2 0 AZIMUTH b , r T• • I 1r 'IV 1 PER SECTOR IN POSIT ON 2 TO BE REMOVED dbSPRECTRA SP P6 X H ( D2 5 L) (3) PROPOSED AT&T RRHs 270' AZIMUTH II`�( SECTOR ':" I ■ . . .‘ • �. ;12i4,11,./ r"1i -; I1.I- POSITION 2 (KMW EPBQ-654L8H6 L2) . - \e. -►i,♦ " ` MOUNTED TO NEW UNISTRUT ABOVE EXISTING DOORWAY ''"' 27V AZIMUTH '� I �� S '' °T°P ibG�q, RECEIVED EXISTING AT&T PANEL ANTENNA, 1 PER SECTOR IN POSITION 1 TO REMAIN (COMMSCOPE SBJAH4-1 D65B—DL) >:;22 270• AZIMUTH P. \I S SPOT° P S '� i 9 �G ��. _ l y -� - - 8 • :=: EXISTING AT&T PANEL ANTENNA, 1 /SFCl °P y CITY OF TUKWI �� /' L 1��/� FS a4,16/2020 FIYI YV�L\liV CE n n n VNXATKIN OF TAW FOR ANY PERSON, UNLESS THEY ARE NG N THE (RECTION E ACTT UNDER E D OFA LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. PER SECTOR IN POSITION 1 TO REMAIN (COMMSCOPE SBJAH4-1 D658-DL) •!s q ��. -_ Gl - _ ' � � ' " �>:`i JUN 2018 (2) EXISTING AT&T ........ U.+U I I I� (2) EXISTING AT&T ����. -�V�- m , II � u DC6s TO REMAIN,,. I lI""� 0�1 I 1' 1 I' I' DC6s TO REMAIN r���=���� i.\4.10 11111111 IIIIIIII ���. .1a Ulu uhW ILL uWllALLUIu 1-5 & I-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE - ROOFTOP 1� ........ ............................................................ ............................ ....... EXISTING AT&T GPS ANTENNA ...... ..........................................................................S ... ��N�TGSER 0 EXISTING FIBER SLACK BOX (12) EXISTING AT&T RRHs FOR POSITION 1 TO REMAIN (4) PER EXISTING WOOD SECTOR MOUNTED TO CUPOLA LADDER TO WALL ANTENNAS IA1SHEET EXISTING FIBER SLACK BOX (12) EXISTING AT&T RRHs FOR POSITION 1 TO REMAIN (4) PER EXISTING WOOD SECTOR MOUNTED TO CUPOLA LADDER TO WALL ANTENNAS SHEET TITLE ANTENNA CONFIGURATIONS NUMBER RF-1 EXISTING ANTENNA LAYOUT 3/4" = 1'—o" 1 PROPOSED ANTENNA LAYOUT 3/4" = 1'-0" 2 P1000 UNISTRUT CHANNEL PROPOSED 2 3/8" ANTENNA PIPE MOUNT ANDREW P/N #. MT 220-108" MINIMUM LENGTH ICAL PER LTE APPLICATION N �:, 4,I `/ , s .Nil llk AJ4111 NOTE: MOUNTING OPTIONS AR INCLUDED PRODUCTS WITH ANTENNA PURCHASE II q• PROPOSED ANTENNA MOUNTING BRACKET ANDREW P/N /. D65083 PROPOSED ANTENNA PROPOSED ANTENNA MOUNTING BRACKET ANDREW P/N #. DB380 KMW EPB0-654L8H8—L2 taw. '.,,,`, ���� mobility • DIMENSIONS, HxWxD: 73"x21"x6.3" NET WEIGHT: 72.8 lbs c OR EQUIVALENT (2 TYµ) a ROPOSED RRH END CAPS , n (TYµ) q I. " • q 41asTec Network Solutions .x.x _ GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Almon, OH 44311 330.572.2100 Fax: 330.572.2102 L 21" ANCHOR/FASTENER (MIN.) (SEE NOTE 2) CLEARANCE ELEVATION PROPOSED ANTENNA SPECIFICATIONS NO SCALE 2 ANTENNA MOUNTING DETAIL NO SCALE 3 NOTES: . 11e • KMW RRH 4T4R B14 1. A SUPPORT FOR A SINGLE RRH SHALL HAVE A MINIMUM OF TWO ANCHORS/FASTENERS FOR+ EACH UNISTRUT CHANNEL. 2. INSTALL ANCHORS/FASTENERS A MAXIMUM OF 2'-0" ON CENTERS. • WOOD STUDS - 1/4"o LAG BOLT W/ 1" EMBEDMENT IN WOOD • CONCRETE - 1/4"0 HILTI KWIK BOLT III W/ 1-1/2" EMBEDMENT OR EQUIVALENT • THROUGH BOLT - 1/4"0 A36/A307 THREADED ROD W/ NUTS AND WASHERS • MASONRY — 1/2"0 HILTI HY20 W/6" EMBEDMENT ANCHORS AND UNISTRUT CHANNEL SHALL HAVE HOT—DIPPED GALVANIZED FINISH. 4. MOUNT RRH TO UNISTRUT WITH 3/8"0 UNISTRUT BOLTING HARDWARE AND SPRING NUTS. TYPICAL FOUR PER BRACKET. SUBCONTRACTOR SHALL SUPPLY. 5. NO PAINTING OF THE RRH OR SOLAR SHIELD IS ALLOWED. # i ,',1 DIMENSIONS, WxDxH: y WEIGHT, WITHOUT MOUNTING 11.8%15.7%4.7 KR: 32.6 lbs fr 1 PROJECT N0: 2018723.04.75142.01 , ALCATEL-LUCENT 866A RRH4X45 o c 1 o DRAWN BY: CJM DIMENSIONS, HxWxD: 25.8"x11.8"x7.2" OOOII000� 00000 `CHECKED BY: JG, MOUNTING KIT: MOUNTING KIT: 25.8 k9 (56.8 lbs) , ® a a ® n ' ; ; ; -� i c 1 (( 1!! i ' - ' . , '-•- REVIEWED CODE COMPLIANCE APPROVED AUG City of BUILDING p FOR 2 8 2018 Tukwila DIVISION i ; HOTTOM1 a o; ;o 0 05/21/18 ISSUED FOR CONSTRUCTION c 1 8 03/22/18 ISSUED FOR REVIEW c 1 • 1 . , ,,,,5//,,'�fi o " �,. ,, : - -���► K S,4„ �i�� P0,4, lkoisfoxv ` =�SSioNAt:rG. • „ ._..., r' 5/22/18 Wu am sio WM BIM RRH MOUNTING DETAIL NO SCALE 1 PROPOSED RRH DETAIL NO SCALE 4 PROPOSED RRH DETAIL NO SCALE 5 RAYCAP DC6-48-60-18-8C 11" DIMENSIONS, WxDxH: 280x610mm (11"x24")PIREs 04/16/2020 IF CE NOMINAL OPERATING VOLTAGE: 48 VDC ‘ NOMINAL DISCHARGE CURRENT: 20 kA 20µs 8 / , MAXIMUM DISCHARGE CURRENT: 60 kA 8/200,s MAXIMUM CONTINUOUS OPERATING VOLTAGE: 75 VDC VOLTAGE PROTECTION RATING: 400 V WIND LOADING: 150 MPH (SUSTAINED RECEIVED •t, 195 MPH (GUST) TOTAL WEIGHT: 32.8 lbs CITY OF TUKWILA /" 1 ITIS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, 70 ALTER THIS DOCUMENT. 1-5 & 1-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE - ROOFTOP .. • JUN 22 2018'"•- - SHEET TITLE ANTENNA & RRH UNIT DETAILS 'fir ' PERMIT CENTER I 18.5" SHEET NUMBER RF -2 • NOT USED I NO SCALE I 6 NOT USED I NO SCALE I 7 DC6 DETAIL I NO SCALE I 8 DRAWING VIEWED FROM INTERIOR 11.75 10.25,' 1.0at&t 1 4tr,Pi.`" �� mobility - J 2200 1 1 I f -■ •.M a sTe c Network Solutions i ----22.00 WALL OPENING 18.5 SQ. MOTOR IS ACCESSIBLE FROM THIS IS AN EXHAUST FAN DUE THIS FAN HAS 4 BLADES DAMPER MOUNTED BY OTHERS INTERIOR OF BUILDING TO MOTOR ORIENTATION In 16 1638 -- EXHAUST AIRFLOW + INTERIOR EXTERIOR • /'._ GPD GROUP Professional Corporation 520 South Main Street, Suite 2531 Akron, OH 94311 330.572.2100 Fax: 330.572.2102 EXHAUST FAN NO SCALE 2 EXHAUST FAN SECTION NO SCALE 3 18 DAMPER 18 �{ (_ 3.875 [ 1.5 TKAI MCHECKED 111 S REVIEWED CODE COMPLIANCE APPROVED AUG FOR 2 V 2018 ,PROJECT NO: 2018723.04.75142.01♦ DRAWN BY: CJM BY: JG O 05'21/18 ISSUED FOR "TION City of Tukwila B 03 18 Ism FOR REVIEW BUILDING DIVISION jO � OR REVIEW ,•,. • RA,S - TYP. SECTION VIEW r r>O 1 r v' Flo �/ • `ii�O z- d iI � 55771 I 414':lSIAI:6" X44. t. `� ti,. NOT USED NO SCALE 1 DAMPER NO SCALE 4 DAMPER SECTION NO SCALE " S'S/ONAL 1 .. 5/22/18 f 04/16/2020 1 GE RECEIVED CITY OF TUKWILA JUN 22 2018 PERMIT CENTER 1 EXP1FES IT IS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER. TO ALTER THIS DOCUMENT. • I 1-5 & 1-405 10032276 UKWILA, WA N" 98 D 88 LTE - ROOFTOP SHEET TITLE EQUIPMENT DETAILS • SHEET NUMBER RF -3 NOT USED I NO SCALE I 6 NOT USED I NO SCALE I 7 DC6 DETAIL I NO SCALE I 8 REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2318 • City of Tukwila BUILDING DIVISION tiro P/pp,at&t mobility NOTE: GROUND LEAD INSIDE RUBBER GROMMET TO BE ATTACHED WITH X -CROSS ZIP TIES TO BRACKET. DO NOT USE SNAP -IN HANGERS AROUND GROUNDS. SECTOR ANTENNA NINN •:l a sTe c Network Solutions ANTENNA PIPE MOUNT A /' ._ GPD GROUP Professional Corporation 520 South Main Street, Sulle 2531 Aron, OH 44311 330.572.2100 Fax; 330.572.2102 TOP JUMPER CABLE ------a (TYP.) NEW #2 AWG i NOT USED NO SCALE 2 NOT USED NO SCALE 3 EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT NEWTON INSTRUMENT COMPANY, INC. EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION BUTNER, N.C. PROJECT NO: 2018723.04.75142.01, NO REQUIRED PART NUMBER DESCRIPTION SECTION "P" -SURGE PROTECTORS GROUND TO EXISTING SECTOR GROUND BAR (EC) CELL REFERENCE GROUND BAR (IF COLLOCATED) DRAWN BY: CJM ! \ RRUS UNIT 1 1 1/4'x4'x30" SOLID GROUND BAR O (EC) GENERATOR FRAMEWORK AVAILABLE) AWG) (SEE NOTE 2) (IF (EC) TELCO GROUND BAR (/2 AWG) (g2 CHECKED BY: JG •. o O2 2 A-6056 WALL MOUNTING DOUBLE CRIMP (EC) COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (3/0) CABLES BRACKET CONNECTION (EC) FIBER GROUND BAR (#2 AWG) 03 2 3061-4 INSULATORS INTERIOR GROUNDRI 0 ((AT&T) EC) ORECTIFlER FRAMES WER ROOM REFERENCE GROUND BAR (#2 AWG) r 1 � SECTION "A" - SURGE ABSORBERS rte-" i JUMPER 04 4 3012-1 5/8'-11x1' H.H.C.S. 0 O G` �r OS"' INTERIOR GROUND RING AWG) 0 05/21/18 ISSUED FOR CONSTRUCTION O 4 3015-8 5/8' LOCKWASHER �� ( I� I (EC) (#2 OD � (EC) EXTERNAL EARTH GROUND FIELD (BURIED 3' (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) GROUND RING) (#2 AWG) (1/0 AWG) EX. SECTOR ♦ GROUND BAR (1) PER SECTOR (TYP.) RAYCAP UNIT B 03/22/18 .� ., FOR REVIEW I A et i DETAIL NOTES: 1` ■\ P ® �r (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG) ��jv fy 1. EXOTHERMICALLY WELD #2 AWG BARE TINNED SOLID 4, ` (SEE NOTE 1) SECTION "I" -ISOLATED GROUND ZONE T • 10• L C/Y \\ A' /1 .`� .�� G� .'‘/\<' 1 G G; _�• di ,.4. s`d'- COPPER CONDUCTOR TO GROUND BAR. ROUTE CONDUCTOR TO BURIED GROUND RING AND PROVIDE PARALLEL EXOTHERMIC WELD. 2. THE INSTALLER SHALL USE PERMANENT MARKER TO DRAW THE LIKE BETWEEN SECTION AND LABEL EACH SECTION ("P" "A" "I- WITH 1" HIGH LETTERS / 13 0 4 6.` 13" (AT&T) ALL ISOLATED GROUND REFERENCE (AT&T) GROUND WINDOW BAR EX. COLLECTION GROUND BAR NEW #2 AWG GROUND TO EXISTING1/4" COLLECTION GROUND GROUND TO EXISTING TOWER GROUND BAR BAR FIBER (MGB) REFERENCE GROUNDING BAR DETAIL NO SCALE 4 It., RF 50744 �4 '`C`�'s! �i*11SnCHV D #4 OR #6 AWG STRANDED CU WITH TION 600V, CONDUCTOR INSULATION RECEIVE ��/ T TO LOW NOISE AMPLIFIER TO TRANSMIT curt 1 OF • UKWILA �. �I /�[. L• /22/18 / OR FLOOR GROUND BAR ON WALL11 1 1 1 ' 1 ' UNITS (WA) AND RECEIVE RX1/RX2 ii COAX JUMPERit REQUIRED PER MANUFACTURER RECOMMENDATION OR FOR EASE OF CONNECTION (TMP) (WHEN W ANTENNA REQUIRED) RX1/RX2 1 ANTENNA , JUN 22 2016 I PERMIT CENTER >I• -�; 02/03/2020 I8 RIS A VIOLATION OF LAW FOR ANY PERSON, UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. , O Q 7; 9 11 9 1/16„ O �LiJ, CONNECTOR WEATHERPROOFING f' rL I I , J� rL3, KIT PD GROUNDING (rep) �j I-5 & 1-405 276 571110S 152ND2ST TUKWILA, WA 98188 LTE - ROOFTOP NEW #2 AWG GROUD TO GROUND BAR \ EQUIPMENT CABINETg (GROUND ALL NEW CABINETS) ANTENNA CABLE TO N.\ \ •/ BTS (TMP) FROM LNA REQUIRED EQUIPMENT (2) TWO EXOTHERMIC TO BE USED (WHEN ,, #6 AWG STRANDED COPPER ., CONDUCTOR WITH GREEN, 600V, THWN INSULATION -2r--�"—"—•�.,� I I I I I --111� GROUND BAR SHEET TITLE GROUNDING DETAILS ` �..r, NOTE: WITH #2 AWG SOLID BARE TINNED COPPER GROUND CONDUCTOR, GROUNDING BAR, ANDREW PART N UGBKIT-0424-T (TINNED). A LOCKBOX IS EXOTHERMIC WELD TO BURIED GROUND RING AND GROUND BAR PVC NONMETALLIC CONDUIT SCH 40 TYPE (NMC) CONDUIT WrrH STRAP WITHIN TWO INCHES OF CONDUIT END MECHANICALLY SECURE GROUNDING REQUIRED AT GRADE TASSCO PART # BAR TO STRUCTURE 351546. ANTENNA HEIGHT WILL DETERMINE NUMBER OF GROUNDING BARS AND THEIR LOCATION SHEET NUMBER E-1 EXISTING EQUIPMENT BOND ALL METALLIC OBJECTS GROUND RING TO GROUND BAR AT EQUIPMENT LOCATIONS. GROUNDING SCHEMATIC NO SCALE 1 GROUNDING BAR DETAIL I NO SCALE 5 COAX GROUNDING DETAIL I NO SCALE I 6 PART 1 - GENERA' 1.1 GENERAL CONDITIONS: A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITTING 81D. ANY QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED. B. THE CONTRACTOR SHALL OBTAIN PERMITS, LICENSES. MAKE ALL DEPOSITS, AND PAY ALL FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION. C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED UNDER THIS SECTION. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS. DRAWING SHALL NOT BE SCALED TO DETERMINE DIMENSIONS. 1.2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES. CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC. 1.3 REFERENCES: A. THE PUBUCATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION. EACH PUBLICATION SHALL BE THE LATEST REVISION AND ADDENDUM IN EFFECT ON THE DATE. THIS SPECIFICATION IS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS. 1. ANSI/IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) 2. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS) 3. ICEA (INSULATED CABLE ENGINEERS ASSOCIATION) 4. NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) 5. NEPA (NATIONAL FIRE PROTECTION ASSOCIATION) 6. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. UL (UNDERWRITERS LABORATORIES INC.) 8. AT&T GROUNDING AND BONDING STANDARDS TP -76416 1.4 SCOPE OF WORK A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR. MATERIAL. AND ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. B. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED. ADJUSTED, AND ALIGNED BY THE CONTRACTOR. C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, BACKFILLING, AND REMOVAL OF EXCESS DIRT. D. THE CONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. E. THE CONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS. DOCUMENT ALL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. PART 2 - PRODUCTS 2.1 GENERAL: A. ALL MATERIALS AND EQUIPMENT SHALL BE UL USTED, NEW, AND FREE FROM DEFECTS. B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION AS SUITABLE FOR THE USE INTENDED. C. ALL EQUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE. D. ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RATING THAT SHALL BE GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ARTICLE 110.24 NEC OR THE MOST CURRENT ADOPTED CODE PER THE GOVERNING JURISDICTION. 2.2 MATERIALS AND EQUIPMENT: A. CONDUIT: 1. RIGID METAL CONDUIT (RMC) SHALL BE HOT -DIPPED GALVANIZED INSIDE AND OUTSIDE INCLUDING ENDS AND THREADS AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO GALVANIZING. 2. LIQUIDTIGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED. 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS. 4. NONMETAWC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC. INSTALL USING SOLVENT -CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER. B. 1. CONDUCTORS AND CABLE: CONDUCTORS AND CABLE SHALL BE FLAME-RETARDANT, MOISTURE AND HEAT RESISTANT THERMOPLASTIC. SINGLE CONDUCTOR, COPPER. TYPE THHN/THWN-2. 600 VOLT. SIZE AS INDICATED, /12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. 2. N10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND y8 AWG AND LARGER CONDUCTORS SHALL BE STRANDED. 3. SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL STRANDED CONDUCTORS. 4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. CABLES SHALL BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S RECOMMENDATIONS. 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL BOXES. J -BOXES. EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL). C. DISCONNECT SWITCHES: 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD -FRONT, QUICK -MAKE, QUICK -BREAK, EXTERNALLY OPERABLE. HANDLE LOCKABLE AND INTERLOCK WITH COVER IN CLOSED POSITION, RATING AS INDICATED. UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, SQUARE -D OR ENGINEER APPROVED EQUAL. D. 1. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTROLYTIC MAINTENANCE FREE ELECTRODE CONSISTING OF RODS WITH A MINIMUM #2 AWG CU EXOTHERMICALLY WELDED PIGTAIL. PROTECTIVE BOXES, AND BACKFILL MATERIAL. MANUFACTURER SHALL BE LYNCOLE XIT GROUNDING ROD TYPES K2 -(•)CS OR K2L-(9CS (.9 LENGTH AS REQUIRED. 2. GROUND ACCESS BOX SHALL BE A POLYPLASTIC BOX FOR NON -TRAFFIC APPUCATIONS, INCLUDING BOLT DOWN FLUSH COVER WITH "BREATHER" HOLES. XET MODEL #XB -22. ALL DISCONNECT SWITCHES AND CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMICOID NAMEPLATES INDICATING EQUIPMENT CONTROLLED. BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL POWER SOURCE. 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING GRAVEL. E. SYSTEM GROUNDING: 1. ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE (j2 AWG BARE. SOUD, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHALL BE INSULATED WHERE NOTED. 2. GROUNDING BUSES SHALL BE BARE. TINNED. ANNEALED COPPER BARS OF RECTANGULAR CROSS SECTION. STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. THEY SHALL NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUSES SHALL BE IDENTIFIED WITH MINIMUM 3/4" LETTERS BY WAY OF STENCIUNG OR DESIGNATION PLATE. 3. CONNECTORS SHALL BE HIGH -CONDUCTIVITY, HEAVY DUTY, USTED AND LABELED AS GROUNDING CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSION LUGS WITH HEAT SHRINK FOR MECHANICAL CONNECTIONS. INTERIOR CONNECTIONS USE TWO -HOLE COMPRESSION LUGS WITH INSPECTION WINDOW AND CLEAR HEAT SHRINK. 4. EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KIT FORM AND SELECTED FOR THE SPECIFIC TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS TO BE CONNECTED. 5. GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH-STRENGTH STEEL CORE AND ELECTROLYTIC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CORE, 5/8"x10'-0". ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 6. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN COMPLIANCE WITH THE AT&T SPECIFICATIONS AND NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMENT CABINETS. F. OTHER MATERIALS: 6. THE CONTRACTOR SHALL PROVIDE OTHER MATERIALS, THOUGH NOT SPECIFICALLY DESCRIBED, WHICH ARE REQUIRED FOR A COMPLETELY OPERATIONAL SYSTEM AND PROPER INSTALLATION OF THE WORK. 7. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. G. PANELS AND LOAD CENTERS: 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN. PART 3 - EXECUTION 3.1 GENERAL: A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. EQUIPMENT SHALL BE TIGHTLY COVERED AND PROTECTED AGAINST DIRT OR WATER, AND AGAINST CHEMICAL OR MECHANICAL INJURY DURING INSTALLATION AND CONSTRUCTION PERIODS. 3.2 LABOR AND WORKMANSHIP: A. ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNISHED FOR THE ELECTRICAL SYSTEM SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKMAN -LIKE MANNER. B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED BY THE CONTRACTOR AS REOUIRED TO PRODUCE THE INTENDED PERFORMANCE. C. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN ALL EXPOSED EQUIPMENT. REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE THE INSTALLATION FINISHED AND READY FOR OPERATION. 3.3 COORDINATION: A. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ELECTRICAL ITEMS WITH THE OWNER -FURNISHED EQUIPMENT DELIVERY SCHEDULE TO PREVENT UNNECESSARY DELAYS IN THE TOTAL WORK. 3.4 INSTALLATION: A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIED. NO CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. 2. PROVIDE RIGID PVC SCHEDULE BO CONDUITS FOR ALL RISERS, RMC OTHERWISE NOTED. EMT MAY BE INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSICAL DAMAGE. 3. INSTALL SCHEDULE 40 PVC CONDUIT WITH A MINIMUM COVER OF 24" UNDER ROADWAYS, PARKING LOTS, STREETS. AND ALLEYS. CONDUIT SHALL HAVE A MINIMUM COVER OF 18" IN ALL OTHER NON -TRAFFIC APPLICATIONS (REFER TO 2008 NEC, TABLE 300.5). 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTION TO EQUIPMENT WITH MOVEMENT, VIBRATION, OR FOR EASE OF MAINTENANCE. USE LIQUID TIGHT, FLEXIBLE METAL CONDUIT FOR OUTDOOR APPLICATIONS. INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL POINTS OF CONNECTION TO EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND CONTRACTION. 5. A RUN OF CONDUIT BETWEEN BOXES OR EQUIPMENT SHALL NOT CONTAIN MORE THAN THE EQUIVALENT OF THREE QUARTER -BENDS. CONDUIT BEND SHALL BE MADE WITH THE UL USTED BENDER OR FACTORY 90 DEGREE ELBOWS MAY BE USED. 6. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT CUTTING TOOL AND REAMED TO PROVIDE A SMOOTH INSIDE SURFACE. 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. 8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DURING CONSTRUCTION. TEMPORARY OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED TO PREVENT ENTRANCE OF MOISTURE OR FOREIGN MATTER. CONTRACTOR SHALL REPLACE ANY CONDUITS CONTAINING FOREIGN MATERIALS THAT CANNOT BE REMOVED. 9. ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIATE SIZE MANDREL THROUGH THE CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT SHALL BE FREE OF DIRT AND DEBRIS. 10. INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULL STRINGS AT EACH END. 11. INSTALL 2" HIGHLY VISIBLE AND DETECTABLE TAPE 12" ABOVE ALL UNDERGROUND CONDUITS AND CONDUCTORS. 12. CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE AGAINST COLLECTION OF TRAPPED CONDENSATION. 13. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS TO ALLOW FOR RACEWAYS AND CABLES TO BE ROUTED THROUGH THE BUILDING. DO NOT PENETRATE STRUCTURAL MEMBERS. SLEEVES AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY SEALED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FIRE STOPS AT FLOOR PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, AND FUMES. ALL MATERIAL SHALL BE UL APPROVED FOR THIS PURPOSE. B. CONDUCTORS AND CABLE: 1. ALL POWER WIRING SHALL DESCRIPTION PHASE A PHASE B PHASE C NEUTRAL GROUNDING BE COLOR CODED AS FOLLOWS: 208/240/120 VOLT SYSTEMS BLACRED BLUE WHITE GREEN REVIEWED FOR CODE COMPLIANCE APPROVED AUG 2 8 2018 2. SPLICES SHALL BE MADE ONLY AT OUTLETS, JUNCTION BOX:'•, OR ACCESSIBLE RACEWAY CONDUITS APPROVED FOR THIS PURPOSE. 3. PUWNG LUBRICANTS SHALL BE UL APPROVED. CONTRACTOR SHALL USE NYLON OR HEMP ROPE FOR Ci of PUWNG CONDUCTOR OR CABLES INTO THE CONDUIT. 4. CABLES SHALL BE NEATLY TRAINED. WITHOUT INTERLACING, & EQUIPMENT TO PERMIT MAKING A NEAT ARRANGEMENT. AVOID TENSION ON CONDUCTORS OR TERMINALS. CONDUCTO S INJURY AND MOISTURE. SHARP BENDS OVER CONDUIT BUSH • BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE. C. DISCONNECT SWITCHES: 1. INSTALL DISCONNECT SWITCHES LEVEL AND PLUMB. CONNECT TO WIRING SYSTEM AND GROUNDING SYSTEM AS INDICATED. D. GROUNDING: 1. ALL METALLIC PARTS OF ELECTRICAL EQUIPMENT WHICH DO NOT CARRY CURRENT SHALL BE GROUNDED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING MANUFACTURER, AT&T GROUNDING AND BONDING STANDARDS TP -76416. ND -00135, AND THE NATIONAL ELECTRICAL CODE. 2. PROVIDE ELECTRICAL GROUNDING AND BONDING SYSTEM INDICATED WITH ASSEMBLY OF MATERIALS, INCLUDING GROUNDING ELECTRODES. BONDING JUMPERS AND ADDITIONAL ACCESSORIES AS REQUIRED FOR A COMPLETE INSTALLATION. 3. ALL GROUNDING CONDUCTORS SHALL PROVIDE A STRAIGHT DOWNWAR . PATH TO GRQU D WITH GRAQ J L BEND AS REQUIRED. GROUNDING CONDUCTORS SHALL NOT BE LOOPED OR SHARPLY BENT. ROUTE GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN THE SHORTEST AND STRAIGHTEST PATHS POSSIBLE TO MINIMIZE TRANSIENT VOLTAGE RISES. 4. BUILDINGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND WHERE THE MAIN GROUNDING CONDUCTORS ARE REQUIRED TO BE ROUTED TO GRADE. THE CONTRACTOR SHALL ROUTE TWO GROUNDING CONDUCTORS FROM THE ROOFTOP. TOWERS, AND WATER TOWERS GROUNDING RING. TO THE EXISTING GROUNDING SYSTEM, THE GROUNDING CONDUCTORS SHALL NOT BE SMALLER THAN 2/0 AWG COPPER. ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM. THE BUILDING STEEL COLUMNS, UGHTNING PROTECTION SYSTEM, AND BUILDING MAIN WATER UNE (FERROUS OR NONFERROUS METAL PIPING ONLY). SEE STANDARD 6.3.2.2. 5. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCLUDING SCREWS AND BOLTS, IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED TORQUE TIGHTENING VALUES FOR CONNECTORS AND BOLTS. WHERE MANUFACTURER'S TORQUING REQUIREMENTS ARE NOT AVAILABLE, TIGHTEN CONNECTIONS TO COMPLY WITH TIGHTENING TORQUE VALUES SPECIFIED IN UL TO ASSURE PERMANENT AND EFFECTIVE GROUNDING. 6. CONTRACTOR SHALL VERIFY THE LOCATIONS OF GROUNDING TIE -IN -POINTS TO THE EXISTING GROUNDING SYSTEM. ALL UNDERGROUND GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD PROCESS AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 7. ALL GROUNDING CONNECTIONS SHALL BE INSPECTED FOR TIGHTNESS. EXOTHERMIC WELDED CONNECTIONS SHALL BE APPROVED BY THE INSPECTOR HAVING JURISDICTION BEFORE BEING PERMANENTLY CONCEALED. 8. APPLY CORROSION -RESISTANT FINISH TO FIELD CONNECTIONS AND PLACES WHERE FACTORY APPLIED PROTECTIVE COATINGS HAVE BEEN DESTROYED. USE KOPR-SHIELD ANTI -OXIDATION COMPOUND ON ALL COMPRESSION GROUNDING CONNECTIONS. 9. A SEPARATE, CONTINUOUS, INSULATED EQUIPMENT GROUNDING CONDUCTOR SHALL BE INSTALLED IN ALL FEEDER AND BRANCH CIRCUITS. 10. BOND ALL INSULATED GROUNDING BUSHINGS WITH A BARE #6 AWG GROUNDING CONDUCTOR TO A GROUND BUS. 11. DIRECT BURIED GROUNDING CONDUCTORS SHALL BE INSTALLED AT A NOMINAL DEPTH OF 36" MINIMUM BELOW GRADE. OR 6" BELOW THE FROST UNE. USE THE GREATER OF THE TNO DISTANCES. 12. ALL GROUNDING CONDUCTORS EMBEDDED IN OR PENETRATING CONCRETE SHALL BE INSTALLED IN SCHEDULE 40 PVC CONDUIT. 13. THE INSTALLATION OF CHEMICAL ELECTROLYTIC GROUNDING SYSTEM IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. REMOVE SEALING TAPE FROM LEACHING AND BREATHER HOLES. INSTALL PROTECTIVE BOX FLUSH WITH GRADE. 14. DRIVE GROUND RODS UNTIL TOPS ARE A MINIMUM DISTANCE OF 36" DEPTH OR 6" BELOW FROST LINE. USING THE GREATER OF THE TWO DISTANCES. 15. IF COAX ON THE ICE BRIDGE IS MORE THAN 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE TOWER, A SECOND GROUNDING BAR WILL BE NEEDED AT THE END OF THE ICE BRIDGE. TO GROUND THE COAX CABLE GROUNDING KITS AND IN-LINE ARRESTORS. 16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING GROUNDING SYSTEM COMPONENTS DAMAGED DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE. 3.5 ACCEPTANCE TESTING: A. CERTIFIED PERSONNEL USING CERTIFIED EQUIPMENT SHALL PERFORM REQUIRED TESTS AND SUBMIT WRITTEN TEST REPORTS UPON COMPLETION. B. WHEN MATERIAL AND/OR WORKMANSHIP IS FOUND NOT TO COMPLY WITH THE SPECIFIED REQUIREMENTS. THE NON -COMPLYING ITEMS SHALL BE REMOVED FROM THE PROJECT SITE AND REPLACED WITH ITEMS COMPLYING WITH THE SPECIFIED REQUIREMENTS PROMPTLY AFTER RECEIPT OF NOTICE FOR NON-COMPLIANCE. C. TEST PROCEDURES: 1. ALL FEEDERS SHALL HAVE INSULATION TESTED AFTER INSTALLATION, BEFORE CONNECTION TO DEVICES. THE CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS. TESTING SHALL BE FOR ONE MINUTE USING 1000V DC. PROVIDE WRITTEN DOCUMENTATION FOR ALL TEST RESULTS. 2. PRIOR TO ENERGIZING CIRCUITRY, TEST WIRING DEVICES FOR ELECTRICAL CONTINUITY AND PROPER POLARITY CONNECTIONS. 3. MEASURE AND RECORD VOLTAGES BETWEEN PHASES AND BETWEEN PHASE CONDUCTORS AND NEUTRALS. SUBMIT A REPORT OF MAXIMUM AND MINIMUM VOLTAGES. 4. PERFORM GROUNDING TEST TO MEASURE GROUNDING RESISTANCE OF GROUNDING SYSTEM USING THE IEEE STANDARD 3 -POINT "FALL -OF -POTENTIAL" METHOD. PROVIDE PLOTTED TEST VALUES AND LOCATION SKETCH. NOTIFY THE ENGINEER IMMEDIATELY IF MEASURED VALUE IS OVER 5 OHMS. ELECTRICAL NOTES 1 at&t ' 2 mobility •:MasTec Network Solutions GPD GROUP Professional Corporation 520 South Nain Street, Suite 2531 Akron, OH 44311 330.572.2100 Fax: 330.572.2102 {p• RECEIVED D� BY: CJM CHECK 22 2015 JG 1 IIDtPIRES: 02/03/2020 IT IS A VIO A110N OF LAW FUR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • I-5 & 1-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE - ROOFTOP 1 SHEET TITLE ELECTRICAL NOTES SHEET NUMBER E-2 0 05/21/18 ISSUED FOR CONSTRUCTION 8 03/22/18 ISSUED FOR REVIEW ♦ A 03/0i/111.... gra giiti Ism. A 1 IIDtPIRES: 02/03/2020 IT IS A VIO A110N OF LAW FUR ANY PERSON. UNLESS THEY ARE ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. • I-5 & 1-405 10032276 5711 S 152ND ST TUKWILA, WA 98188 LTE - ROOFTOP 1 SHEET TITLE ELECTRICAL NOTES SHEET NUMBER E-2 Bill Rambo From: Sent: To: Cc: Subject: Hi Bill, Sunny Ausink <sunny.ausink@wirelesspolicy.com> Tuesday, August 28, 2018 9:13 AM Bill Rambo; Anthony Mistretta; Viet Tran Jonathan Joseph; Rachelle Ripley Re: Wireless Telecommunication Facilities Permit: File L18-0047, located at 5711 S 152nd Street (WA6647) Drew Parker is no longer working on the project. Please contact Anthony Mistretta when the permit is ready. His contact information is below. Anthony Mistretta Zoning & Permitting Specialist Office: (630) 228-6229 Email: Anthony.Mistretta@mastec.com Sunny Ausink, LEED AP Director. Land Use Entitlements Wireless Policy Group LLC. P.O. Box 34628, #75604, Seattle, WA, 98104 (206) 446-0448 mobile sunnyausipj 4/irelesspolicy com www.wireless_policy,com_ RECEIVED CITY OF TUKWILA AUG 2 8 2018 PERMIT CENTER._ _ From: Bill Rambo <Bill.Rambo@TukwilaWA.gov> Date: Tuesday, August 28, 2018 at 9:03 AM To: Sunny Ausink <sunny.ausink@wirelesspolicy.com> Cc: Jonathan Joseph<Jonathan.Joseph@TukwilaWA.gov>, Rachelle Ripley <Rachelle.Ripley@TukwilaWA.gov> Subject: RE: Wireless Telecommunication Facilities Permit: File L18-0047, located at 5711 S 152nd Street, Tukwila WA 98168 Sunny, The planning department finished their review and returned the routing package to the permit center last Friday 8-24. It is now in the final assembly stage where it is collated, stamped and sent to the Building Official for his final approval. After he signs off we will call Drew Parker (contact) and inform him it is ready to be issued. Probably about a weeks time. Bill From: Sunny Ausink <sunny.ausink@wirelesspolicy.com> Sent: Monday, August 27, 2018 9:19 AM To: Jonathan Joseph<Jonathan.Joseph@TukwilaWA.gov>; Bill Rambo <Bill.Rambo@TukwilaWA.gov> Subject: Re: Wireless Telecommunication Facilities Permit: File L18-0047, located at 5711 S 152nd Street, Tukwila WA 98168 Hi Bill, 1 N 04) tai PERMIT COORD COPY � PLAN REVIEW/ROUTING SLIP PERMIT NUMBER: D18-0191 PROJECT NAME: AT&T MOBILITY SITE ADDRESS: 5711 S 152 ST X Original Plan Submittal _ Response to Correction Letter # _ DATE: 06/22/18 Revision # before Permit Issued Revision # after Permit Issued DEPARTMENTS: - �-wc ,p }g -W DIEM 14- 411/(0\6 Public Works Building Division PrM Fire Prevention Structural Planning Division LiPermit Coordinator 111 PRELIMINARY REVIEW: Not Applicable ❑ (no approval/review required) DATE: 06/26/18 Structural Review Required REVIEWER'S INITIALS: DATE: n APPROVALS OR CORRECTIONS: DUE DATE: 07/24/18 Approved Corrections Required n Approved with Conditions n ❑ Denied n (corrections entered in Reviews) (ie: Zoning Issues) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg 0 Fire 0 Ping 0 PW 0 Staff Initials: 12/18/2013 MASTEC NETWORK SOLUTION,1C 3 -Ione Espanol Contact Safety & Health Claims & Insurance Washington State Department of Labor & Industries Search L&I A -Z index Heip Page 1 of 3 My LCI 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 Active. Meets current requirements. License specialties GENERAL License no. MASTENS876KN Effective — expiration 05/14/2013— 05/14/2019 Bond ........... Travelers Cas and Surety Co of America Bond account no. 105848234 $12,000.00 Received by L&I Effective date 05/14/2013 04/26/2013 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 SOLUTIONSINC Policy no. XSLG71096890 Received by L&I Effective date 09/05/2018 09/15/2018 Expiration date 09/15/2019 Ace American Insurance Company Policy no. XSLG2787017a $2,750,000.00 Received by L&I Effective date 09/01/2017 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 Violations .........._..........................._............. No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees? If so, verify the business is up-to-date on workers' comp premiums. L&I Account ID 011,664-04 ............................... Doing business as MASTEC NETWORK 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 Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 05/30/2017 Inspection no. 317945101 Location 22263 68th Ave S Kent, WA 98032-1914 Inspection results date 04/27/2016 Inspection no. 317940066 Location 18315 9th St E. Sumner, WA 98390 No violations No violations Page 2 of 3 Help us improve https://secure.lni.wa.gov/verify/Detail.aspx?UBI=603235974&LIC=MASTENS876KN&SAW= 9/13/2018