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HomeMy WebLinkAboutPermit D12-161 - AT&T MOBILITY (WA145) - 3 ANTENNAS AND ANCILLIARY EQUIPMENTAT &T MOBILITY 13400 INTERURBAN AV S D12 -161 City okukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov DEVELOPMENT PERMIT Parcel No.: 0003000115 Address: 13400 INTERURBAN AV S TUKW Suite No: Project Name: AT &T MOBILITY (WA145) Permit Number: D12 -161 Issue Date: 06/11/2012 Permit Expires On: 12/08/2012 Owner: Name: HIC I LLC Address: PO BOX 700 , MERCER ISLAND WA 98040 Contact Person: Name: SUNNY AUSINK Address: 111S JACKSON ST #200 , SEATTLE WA 98104 Contractor: Name: ROSH CONSTRUCTION LLC Address: PO BOX 7227 , BONNEY LAKE WA 98391 Contractor License No: ROSHCCL97109 Lender: Name: Address: Phone: 206 446 -0448 Phone: 503 - 569 -4183 Expiration Date: 03/10/2013 DESCRIPTION OF WORK: MODIFY EXISTING WIRELESS FACILITY BY ADDING (3) NEW LTE ANTENNAS AND ANCILLARY EQUIPMENT TO AN EXISTING FACILITY Value of Construction: $15,000.00 Fees Collected: $622.10 Type of Fire Protection: International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0026 Electrical Service Provided by: SEATTLE CITY LIGHT * *continued on next page ** doc: IBC -7/10 D12 -161 Printed: 06 -11 -2012 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Public: Storm Drainage: Street Use: Profit: N Non - Profit: N Water Main Extension: Private: Public: Water Meter: N Permit Center Authorized Signature: Date: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit. Signature: Print Name: e$51CCt C 1 V e,55 Date: (.10, 1 ! ' 12 This permit shall become null and void if the work is not commenced within 180 days from 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 DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: 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. doc: IBC -7/10 D12 -161 Printed: 06 -11 -2012 r CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 httq://www.TukwilaWA.qov • Building Permit No. Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) 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: 13400 INTERURBAN AVE S Tenant Name: AT &T MOBILITY Property Owners Name: HILL INVESTMENT COMPANY Mailing Address: 7900 SE 28TH STREET SUITE #310 King Co Assessor's Tax No.: 0003000115 Suite Number: Floor: New Tenant: ❑ Yes ..No MERCER ISLAND City State 98040 Zip CONTACT PERSON — who do we contact when your permit is ready to be issued Name: SUNNY AUSINK Mailing Address: 111 S. JACKSON ST., #200 E -Mail Address: SAUSINK @PTSWA.COM Day Telephone: Seattle WA 98104 City State Fax Number: (206) 903 -8513 (206) 446 -0448 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: WESTOWER COMMUNICATIONS Mailing Address: 9961 SIDNEY HAYES ROAD Contact Person: E -Mail Address: Contractor Registration Number: WESTOCI1975J8 ORLANDO, FL City Day Telephone: Fax Number: Expiration Date: 12/14/2012 32824 State Zip ARCHITECT OF RECORD — All plans must be stamped by Architect of Record Company Name: Pacific Telecom Services LLC Mailing Address: 111 S. JACKSON ST. #200 Contact Person: RICHARD HALL, AIA E -Mail Address: RHALL @PTSWA.COM Seattle WA City State Day Telephone: (206) 342 -9000 Fax Number: (206) 903 -8513 98104 Zip ENGINEER OF RECORD — All plans must be stamped by Engineer of Record Company Name: Pacific Telecom Services LLC Mailing Address: 111 S. JACKSON ST. #200 Seattle WA 98104 Contact Person: CHRIS NICKERSON, SE E -Mail Address: CNICKERSON @PTSWA.COM H: Apphcattons\Fonns- Appltcattons On Line \2010 Applications \7 -2010 - Permit Apphcanon.doc Revised: 7-2010 bh City state Zip Day Telephone: (206) 342 -9000 Fax Number: (206) 903 -8513 Page 1 of 6 BUILDING PERMIT INFORMATI — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 15,000.00 Existing Building Valuation: $ Scope of Work (please provide detailed information): Modify existing wireless facility by adding 3 new LTE antennas and ancillary equipment to an existing facility. Will there be new rack storage? ❑ Yes If yes, a separate permit and plan subm • will be required. Provide All Building Areas in Square Footage Below ls` Floor 2� Floor 33 Floor Existing Addition to Existing Interior Remodel Structure Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck 2 /z(±=1/ / Type of Construction per IBC Type of Occupancy per IBC PLANNING DIVISION: Single family building footprint (are? .ne foundation of all structures, plus any decks over 18 inches and overhangs g, than 18 inches) *For an Accessory dwelling, prov' .ne following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwc. *Provide documenta'' chat shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stall, ,vided: Standard: Compact: Handicap: Will there be a changf use? ❑ Yes ❑ No If "yes ", explain: FIRE PROTE/ .ON/HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm ❑ None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑ Yes ❑ No If "yes', attach list of materials and storage locations on a separate 8 -1/2 " x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department. H :\Applications\ronns- Applicanons On Line\2010 Applications \7 -2010 - Permit Apphcanon.doc Revised: 7 -2010 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application 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. Building and Mechanical Permit 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). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing 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 LAW _. i. i..._ TATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTH Signature: Print Name: Sunny Ausink Mailing Address: 111 S. Jackson St. #200 Date: 05 -09 -2012 Day Telephone: 206- 446 -0448 Seattle WA 98104 City State Zip Date Application Accepted: Date Application Expires: Staff Initials: H:Wppltcanons\Forrns- Applications On Line\2010 Applications \7 -2010 - Permit Application.doc Revised: 7 -2010 bh Page 6 of 6 �.1 PLUMBING AND GAS PIPING PERMIT INFORMATION — 206 -431 -3670 PLUMBING AND GAS PIPING CONTRACTOR INFORMATION Company Name: Mailing Address: City State Zip Contact Person: Day Telephone: E -Mail Address: Fax Number: Contractor Registration Number: Expiration Date: Valuation of Plumbing work (contractor's bid price): $ Valuation of Gas Piping work (contractor's bid price): $ Scope of Work (please provide detailed information): Building Use (per Int'l Building Code): Occupancy (per Int'I Building Code): Utility Purveyor: Water: Indicate type of plumbing fixtures and/or gas piping Sewer: tlets being it tailed and the quantity below: Fixture Type: Qty Fixture Type: Qty ;' P Fixture Type: Qty Fixture Type: Qty Bathtub or combination bath/shower Bidet Clothes washer, domestic Dental unit, cuspidor Dishwasher, domestic, with independent drain Drinking fountain or water cooler (per head) Food -waste grinder, commercial Floor Drain Shower, single head trap Lavatory 1 Wash fountain Receptor, indirect waste Sinks Urinals / ter Closet Building sewer and each trailer park sewer Rain water system — per drain (inside building) Water heater an 'or vent / f // lndu �;al waste treatment intercei ,�r, including trap and vent, ; xcept for kitchen type greasenterceptors Each grease trap (connected to not more than 4 fixtures - <750 gallon capacity) Grease interceptor for commercial kitchen ( >750 gallon capacity) Repair o alteration of water ?ping and/or water treat °ent equipment Repair or al .ation of drainage or v ' piping v. Medical gas piping system serving 1 -5 inlets /outlets for a specific gas Each additional medical gas inlets /outlets greater than 5 Ockflow protective device other than atmospheric -type vacuum breakers 2 inch (51 mm) diameter or smaller Backflow protectiv :7 ievice Each lawn sprinkler other than atmospher t, type system on any one meter vacuum breakers over 1,, including backflow inch (51 mm) diameter '' protection devices Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections (1 -5) r Atmospheric -type vacuum breakers not included in lawn sprinkler backflow protections over 5 Gas piping outlets \\*‘\ H :Wpplications\Forms- Appltcanons On Lme\2010 Applications \7.2010 - Permit Application :doc Revised: 7.2010 bh Page 5 of 6 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.eov RECEIPT Parcel No.: 0003000115 Permit Number: D12-161 Address: 13400 INTERURBAN AV S TUKW Status: APPROVED Suite No: Applied Date: 05/11/2012 Applicant: AT &T MOBILITY (WA145) Issue Date: Receipt No.: R12 -01832 Payment Amount: $378.80 Initials: WER Payment Date: 06/11/2012 10:43 AM User ID: 1655 Balance: $0.00 Payee: WESTOWER COMMUNICATIONS TRANSACTION LIST: Type Method Descriptio Amount Payment Check 13687 378.80 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 374.30 640.237.114 4.50 Total: $378.80 doc: Receipt -06 Printed: 06 -11 -2012 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.TukwilaWA.ov Parcel No.: 0003000115 Address: 13400 INTERURBAN AV S TUKW Suite No: Applicant: AT &T MOBILITY RECEIPT Permit Number: D12 -161 Status: PENDING Applied Date: 05/11/2012 Issue Date: Receipt No.: R12 -01553 Initials: User ID: Payee: TLS 1670 Payment Amount: $243.30 Payment Date: 05/11/2012 09:49 AM Balance: $378.80 WESTOWER COMMUNICATIONS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 13568 243.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 243.30 Total: $243.30 doc: Receipt -06 Printed: 05 -14 -2012 INSPECTION RECORD - Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION - 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206)43.1 -3670 Permit, Inspection Request Line (206) 431 -2451 �' Project: !_,, j Al 4 Type of . Inspection;' Address: 134 o o -=wi er,ir.s A- Date Called: Special Instructions: �� � O f 0 1 Date Wanted:. ft I —1 � -:ca'" . -� 7G.... -= P rri Requester: Phone No: 26 (o - (r L -3(, /I ® Approved per applicable codes. Corrections required prior to approval. - COMMENTS: (n 1)4.11; at Lei Pe Ir i (16-$44. le ecto Date: • t/ fklf n REINSPECTION FEE REQUI ED. Prior to, ext inspection, fee must_be -. p id at 6300 Southcenter Blvd. Suite 100. Call to schedule reinspection. his r' FILE COPY PprmIlt No.. STRUCTURAL ANALYSIS REPORT Mr. Mike McRitchie LTE Project Manager Westower Communications 7525 SE 24"" Street, Suite 500 Mercer Island, WA 98040 PROJECT DESCRIPTION: Carrier: Carrier Site Name: Carrier Site Number: Client Site Name: Client Site Number: Site Address: AT&T Allentown WA6145 Allentown WA145 13400 Interurban Ave S Tukwila, WA 98168 King County AT&T proposes to remove existing antennas and add new antennas and transmission lines on the existing pole mount attached to the side of the above referenced project. Appurtenances will have a 42' rad center. ANALYSIS: The purpose of this analysis is to determine if the existing structure is structurally adequate to support the proposed loadings and provide any recommendations for modification in order to bring the structure into compliance if needed. The structure has been analyzed in accordance with the 2009 Internatio Code. The additional design criteria used in our analysis is as follows: • 85 mph (3 -sec gust) • Wind Exposure B • Topographic Factor, Kn= 1.0 RESULTS: • Occupancy Category II • Seismic Design Category REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2012 Based on our review of the existing structure with the proposed loadings, we have determined he foletyof Tukwila ISiON Element r +. Status Existing Roof Structure: Structurally Adequate w/ Required Modifications Antenna Mount Pole structure: Structurally Adequate Please refer to Appendix A for structural calculations supporting the above results as well as the required modifications and conclusions sections below for additional comments. Structural detailing can be found on the corresponding structural drawings dated May 7, 2012. We trust this addresses your concerns. Please contact us if there are any questions. Prepared By: Checked By: Dated: b1- 1101 Eric Schultz, P.E. Christofer Nickerson, P.E., S.E. May 7, 2012 Contents: Report 1-4 Appendix A (Calculations) A Appendix B (Referenced Documents) B RECEIVED MAY 1 1 2012 RMIT CENTER 111 S. Jackson Street, 2nd Floor, Seattle, WA 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 SEATTLE 1 PORTLAND 1 SAN FRANCISCO I COSTA MESA Structural Analysis Report Carrier Site Number: WA145 May 7, 2012 2 1 Antenna Loading Specifications Proposed - The following proposed loading was considered in the structural analysis. Elevation (Feet) Loading Type Quantity per Sector Sector(s) Owner 42.0 KMW AM- X- CD- 16- 65- 00T-RET (6'xx) 1 X, Y, Z AT &T 42.0 Alcatel 9442 RRH 700 mhz 1 X, Y, Z AT &T 42.0 Alcatel 9442 RRH AWS 1 X, Y, Z AT &T 42.0 Raycap DC6- 48- 60 -18 -8F "Squid" 1 X AT &T Existing to Remain - The following existing / reserved loading was considered in the structural analysis. Elevation (Feet) Loading Type Quantity per Sector Sector(s) Owner 42.0 Kathrein 742 265 w/ pipe mounts 2 X,Y,Z AT &T 42.0 KRY 112 71/2 2 X,Y,Z AT &T 42.0 Powerwave LGP 21401 2 X,Y,Z AT &T 42.0 13' Low profile platform 1 Top AT &T - -- 42' 12" std. steel pipe, ground bearing strapped to bldg.. 1 - -- AT &T 1. Elevations reference the centerlines of panel, dish antennas, and equipment and the bases of cabinets and mounting frames. 2. All elevations are in relation to the average surrounding grade of the structure. The final loading used in this analysis is the combination of the Proposed and Existing to Remain loads shown in the above tables. 111 S. Jackson Street, 2nd Floor, Seattle, WA 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 SEATTLE 1 PORTLAND 1 SAN FRANCISCO 1 COSTA MESA Structural Analysis Report Carrier Site Number: WA145 May 7, 2012 3 2 Data Provided and Assumptions Existing Structure - The following materials and specifications were considered in the structural analysis. The existing building is a tilt -up precast structure, with a barkley wood roof. Member Specification Notes Pipe shaft / Mounts ASTM A53 Gr. B (35 ksi yield) Assumed* Misc. Steel ASTM A36 (36 ksi yield) Assumed* Walls 6 1/4" Concrete Wall (fc = 3,000 psi) Assumed strength* Data — The following data was used to model and analyze the structure. Data Document Author Date File Building Structure Structural As- Builts Premier Engineering, Inc 10/28/1997 WA0145 PSM, Inc 06/09/2005 C05174 Loadings Architectural Drawings PTS (Final CD's) 04/18/2012 WA145 Assumptions — The following assumptions were made in order to complete the analysis of the structure. All assumption MUST be checked. If any assumption is found to be inaccurate PTS Engineering shall be immediately notified so that the appropriate changes can be made to this report. Assumptions are as follow: 1. The structure and its foundations were constructed as shown in the original design documents, previous structural analysis report, mapping report, photos, and /or other documents. 2. The structure, platform, and its foundations are in good condition with no corrosion, damage or fatiguing which could cause a reduced capacity in any member. 3. The legal occupancy of the structure has not been deemed inadequate for use and is compliance with section 102.6 of the building code. 4. The assumptions as indicated in the existing structure data above. 3 Required Modifications The connection of the precast wall panel to the roof diaphragm is inadequate to support the proposed loads. In order to support the proposed appurtenance loads PTS requires the following options to bring the structure into compliance: • Provide steel hold down straps and additional nailing to reinforce the roof connection and the wall / diaphragm connection. Sealed structural design drawings by a registered professional engineer of PTS are required for the actual modifications of the structure. Drawings provided by anyone other than PTS shall provide their own calculations to support their design. 4 Conclusion To the best of our knowledge and belief, the existing structure with the proposed loading and the above required modifications will be in satisfactory compliance with the requirements of the specifications, codes and agencies having jurisdiction over the work, once the modifications are fully installed. 111 S. Jackson Street, 2nd Floor, Seattle, WA 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 SEATTLE 1 PORTLAND 1 SAN FRANCISCO 1 COSTA MESA Structural Analysis Report Carrier Site Number: WA145 May 7, 2012 4 5 Disclaimers Installation procedures and related loading are not within the scope of this analysis. A contractor experienced in similar work should perform all installation work. The engineering services provided by PTS are limited to the calculations of the structure with the proposed and existing /reserved loads indicated in this report. Support of any intermediate equipment in excess is the sole responsibility of the contractor. This analysis is considered void if the loading mentioned in this report is changed or is different as installed. It is assumed that the existing structure is properly maintained and is in good condition free of any defects. Scope of this analysis does not include existing connections, except as noted in this report. PTS does not make any warranties, expressed or implied in connection with this engineering analysis report and disclaims any liability arising from deficiencies or any existing conditions of the original structure. PTS will not be responsible for consequential or incidental damages sustained by any parties as a result of any data or conclusions included in this Report. It is the responsibility of the Client to ensure that the information provided to PTS and used in the performance of our engineering services is correct and complete. In the absence of information to the contrary, we assume that all structures were constructed in accordance with the drawings and specifications and are in an un- corroded condition and have not deteriorated: and we therefore assume that their capacity has not significantly changed from the "as new" condition. All services will be performed to the codes and standards specified by the client, and we do not imply to meet any other code and standard requirements unless explicitly agreed to in writing. If wind and ice loads or other relevant parameters are to be different from the minimum values recommended by the codes and standards, the Client shall specify the exact requirements. In the absence of information to the contrary, all work will be performed in accordance with the standards as specified in this report. All services are performed, results obtained, and recommendations made in accordance with generally accepted engineering practices and principles. PTS is not responsible for the conclusions, opinions and recommendations made by others based on the information we supply. 111 S. Jackson Street, 2nd Floor, Seattle, WA 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 SEATTLE I PORTLAND 1 SAN FRANCISCO 1 COSTA MESA Structural Analysis Report Carrier Site Number: WA145 May 7, 2012 A A Appendix — Structural Calculations 111 S. Jackson Street, 2nd Floor, Seattle, WA 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 SEATTLE 1 PORTLAND 1 SAN FRANCISCO 1 COSTA MESA SEISMIC DESIGN CRITERIA Design Criteria: Notes: • 2009 International Building Code • non - structural components • Earthquake Ground Motion Parameters V 5.09.a • ASCE7 -05 Latitude = 47.483917 Importance Factor, IE = 1 Sec 11.5 Longitude = - 122.269028 Site Coefficient, Fa = 1.00g table 11.4 -1 Occupancy Category = II Table 1 -1 Site Coefficient, F„ = 1.50g Table 11.4 -2 Site Class = D Table 20.3 -1 Response Modification Factor, Rp = 2.5 Table 13.6 -1 Sol= 0.504g Eq 11.4 -4 Amplification Factor, a, = 1 Table 13.6 -1 Sms = 1.466g Eq 11.4 -1 Mapped Parameter, Ss = 1.4669 (USGS) SMi = 0.756g Eq 11.4 -2 Mapped Parameter, Si = 0.504g IUSGS) Max SDF = 1.56 W Eqn 13.3-2 Average Structure Height, h = 21.0 ft Min SDF = 0.29 W Eqn 13.3 -3 Height of Component, z = 45.0 ft Seismic Design Force, Fp = 0.47 W Eqn 13.3 -1 SDs= 0.977g Eq 11.4 -3 Importance Factor, IP = 1 Sec 13.1.3 Seismic Design Category = D Tables 11.6 -1 and 11.6 -2 Seismic Design Force, Fp = 0.33 W (ASDr • Value has been multiplied by 0.7 for a direct comparison to the wind loads for determining the governing load case. ICE LOAD DESIGN CRITERIA Design Criteria: Notes: • 2009 International Building Code • • ASCE7 -05 • Ice Calculation 0.250 in Figure 10 -2 Yes IBC does not require for buildings nor does D 100 require for watertanks 0.250 in 45.0 ft 1.00 1 Table 10 -1 ASCE 7 2.0tlif,(Kzt) "'w Atmospheric Icing (Per ASCE 7-05) t = required = t= Height of Component, z = KZ1= 11= td = Design Ice Thickness, td = 0.52 In C: IUserslzeroloadlDesktop1WA1451 /W4145.calcsd.xlsx)Mount (Cants) Seismic - ICE Project: Allentown 13400 Interurban Ave S Tukwila, WA 98168 Design: EZ Client: Westower Date: 5/7/2012 Site Number: W A 145 Page: 1 WIND DESIGN CRITERIA Design Criteria: • 2009 International Building Code • ASCE7 -05 Notes: • Topographic Factor, Method 2 (Per ASCE 7 -05) • Method 2 - Analytical Procedure (Per ASCE 7 -05) • 500 foot max Exposure = B Basic Wind Speed, V= 85. mph Basic Wind Speed (ice), V, = 30. mph User /City Defined Kzt= 1 E W Wind Kg. Topography Figurc 6 4 Terrain- Hill Site- 14p 14= 320 ft 6p =2112 ft 2112 ft 1= 1t= 45 ft y= 43 y= 4 K 4_ velae. x-95 4+-9;44 Ka=8.34 K;, =0.92 K =4-A9 Pressures: Ref ASCE7 -05 (ASCE 6.5.6.3) (3 -sec gust) Figure 10 -2 (3 -sec gust) Enter N/A if not applicable Directionality Factor, Kd = 0.95 Gust Factor, G = 0.85 Wind Importance Factor, IN, = 1 Case = 1 NW SE / NE SW Wind K jL Topography Figurc 6 4 Terrain- ; R nt Sitc- 14p 14= 320-4 x= 14= 45 ft )d.= 4 y= 2-5 L4 =2112 ft x-= 2112 ft 4= 45 ft tt= 4=5 y=2,5 K4 ve1He . =478 K +=0.11 Kt=0 3 Kr 5 K. =4-89 Kr= 1.00 Height of Component, z = 45.0 if Table 6 -4 6.5.8.1 Table 6 -1 Table 6 -3 NS Wind Kg. Topography Figurc 6 4 Te rein- Ott Site- 8ewa 14= 320 ft 1= a =2 l l 9 ft 2112 ft x= 14= 45 ft )d.= 4 y= 2-5 K 4 velye .=0,7-5 K4.=0.11 K r $7.5 K J=0 95 4=4- = Ht feet K: R. psf P. psf Q: (c.) psf Pirko psf 15 0.70 12.30 10.45 1.53 1.30 20 0.70 12.30 10.45 1.53 1.30 25 0.70 12.30 10.45 1.53 1.30 30 0.70 12.30 10.45 1.53 1.30 35 0.73 12.83 10.90 1.60 1.36 40 0.76 13.35 11.35 1.66 1.41 45 0.79 13.79 11.72 1.72 1.46 50 0.81 14.23 1 2.10 1.77 1.51 55 0.83 14.58 12.40 1.82 1.54 60 0.85 14.94 12.70 1.86 1.58 65 0.87 15.29 12.99 1.90 1.62 70 0.89 15.64 13.29 1.95 1.66 75 0.91 15.99 13.59 1.99 1.69 80 0.93 16.34 13.89 2.04 1.73 90 0.96 16.87 14.34 2.10 1.79 100 0.99 17.40 • 14.79 2.17 1.84 110 1.02 17.83 15.16 2.22 1.89 120 1.04 18.27 15.53 2.28 1.93 Design Wind Pressure (No Ice), PM = 11.72 psf Design Wind Pressure (Ice), PI = 1.46 psf C:1Userslzeroload\Desklop1WA 1451 [WA 145.calcsd.xlsxJMount (Canti) Wind Project: Allentown 13400 Interurban Ave S Tukwila, WA 98168 Design: EZ Client: Westower Date: 5/7/2012 Site Number: WA145 Page: 2 LOADS Design Criteria: Notes: • 2009 International Building Code • ASCE7 -05 •Figure 6-21 Cf • Force = p'Cf•A Y 1 Ill Ice Wt. = 56 pcf Design Wind Pressure = 11.72 psf Design Ice Thickness = 0.52 in Design Wind Pressure (Ice) = 1.46 psf Height of Component, z= 45 ft Fp = 0.33 W (0.7•E) G = 0.850 6.5.8.1 555 = 0.977 g APPURTENANCE NO ICE Wind Seismic Site Number: WA145 Client: Westower Project: Allentown 13400 Interurban Ave S Tukwila, WA 98168 Model Manufacturer Height in. Width in. Depth in. Cf Face Cf Side Weight lbs. Force Face lbs. Force Side lbs. 0.7•Eh lbs. 0.7•Ev lbs. 12' X 15 Pole AISC Manual 180.00 12.75 12.75 0.64 0.64 766.5 119.5 119.5 251.7 104.9 2' x 8' Std. Steel Pipe AISC Manual 96.00 238 2.38 1.20 1.20 29.3 22.3 22.3 9.6 4.0 742 265 Kathrein Scala 75.40 10.30 5.50 1.41 1.62 48.5 89.2 54.8 15.9 6.6 KRY 112 71/2 Ericsson 12 20 600 3.00 1 32 1 35 11 0 7.9 4.0 3.6 1.5 LGP 21401 Powerwave 14 40 10.00 3.75 1.31 1 35 31 0 15.3 5.9 10.2 4.2 AM- X- CD- 16.65. 001- RET(6 xx) KMW 7200 11.80 6.00 139 1.57 48.5 95.8 55.1 15.9 6.6 Alcatel 9442 RRH 700 Mhz Lucent 21 00 12.20 10.80 1 31 1 32 51.0 27.4 24.3 16.7 7.0 Alcatel 9442 RRH AWS Lucent 2440 10.60 6.70 132 134 430 27.8 17.9 14.1 5.9 DC6- 48.60 -18-8F "Squid" Paycap 24.00 11.00 11.00 0 52 0.52 32 5 11.2 11.2 10.7 4.4 Low Profile Platform Kathrein 6.00 120.00 120.00 1 30 1.30 1000.0 76.2 76.2 328.4 136.8 to ID 9D Date: 5/7/2012 N v ln f0 R None None 0.00 0.00 0.00 0.00 0.00 0.0 0.0 0.0 0.0 0.0 Totals 1 2061.3 492.6 391.3 676.9 282.0 C:IUsersu roloadlDesktopl WA 1459WA145 calcsd,zlssjMnunf (Cenci) ICE LOADS Design Criteria: Notes: • 2009 International Building Code • ASCE7 -05 •Figure 6-21 Cf • Force = p`Cf`A 11 Ul Ice Wt. = 56 pcf Design Wind Pressure = 11.72 psf Design Ice Thickness = 0 52 in Design Wind Pressure (Ice) = 1.46 psf Height of Component, z = 45 ft Fp = 0.33 W (0.7`E) G = 0.850 6.5.8.1 Soy = 0.977 g APPURTENANCE ICE Wind Site Number: WA145 Client: Westower Project: Allentown 13400 Interurban Ave S Tukwila, WA 98168 Model Manufacturer Height in. Width in. Depth in. Cf Face Cf Side Weight lbs. Force Face lbs. Force Side lbs. 12 X 15 Pole AISC Manual 181.03 13.78 13.78 0.94 0.94 896.8 23.69 23.69 7 x 8' Std. Steel Pipe AISC Manual 97.03 3 41 3.41 1.20 1.20 44.2 4.03 4.03 742 265 Kathrein Scala 76.43 11.33 6.53 1.40 1.56 105.7 12.26 7.88 KRY 112 71/2 Ericsson 13.23 7 03 4.03 1.31 1.34 17.4 1.24 0.72 LGP 21401 Powerwave 15.43 11.03 4.78 1.31 1.34 43.1 2.26 1.00 AM- X- CD- 16-65- OOT -RET (6 xx) KMW 73.03 12.83 7.03 1.38 1.51 111.0 13.10 7.88 Alcatel 9442 RRH 700 Mhz Lucent 22.03 13.23 11.83 1.31 1.31 74.1 3.88 3.47 Alcatel 9442 RRH AWS Lucent 25.43 11.63 7.73 1.32 1.34 64.3 3.96 2.67 DC6- 48- 60 -18-8F "Squid" Raycap 25.03 12.03 12.03 0.72 0.72 50.8 2.19 2.19 Low Profile Platform I athrein 7.03 121.03 121.03 1.30 1.30 1538.0 11.22 11.22 is -0 O CO N cn p O � to P. fJ m O N N N 7 None None 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 Totals 2945.4 77.8 64.8 C:1 Userslzer &oudlDesktoplWA 145VWA 145 calcsd.xl sx)Mounn (Conti) LOADS D.slgn Criteria: Notes: • 2009 International Building Code • Figure 6-21 Cf • 35 ksi yield pipes • ASCE7-05 • Force = p'CYA • Panel face 8 parallel to wall face i U_ 6 E 8 vi 3` 3 n i a s y .5 0 _ o b 8 .ii ''A iJ � `a df A -9 7K2 - o Z c m E a s If !__00 _ 8 8 8 0 8 O C 8 8 0 0 8 0 N LL _ 2 88888 00K0o g 00 ° 8d 047 O -5' 'L, It O ° o o 6.b o o o o. .., 1N3WOW NtldS MOY9 °0888888 _ �o $ 8 o Q o o o ° 9_ 11 / f ONIN8f112l3A0 N01103NNO0 m Ice WI. = 56 pcf Design Wind Pressure - 11.72 psf Design Ice Thickness = 0.52 in Design Wind Pressure (Ice) = 1.46 psf Height of Component, z = 45 ft Fp = 0.33 W (0.7 °E) G = O.85 6.5.8.1 So, = 0.977 g i . m 0 = .°, d d d d: d d d d ai E o 0 88 8.888.8718.^2 n 0 8 o' n 0 Force Face lbs. 8288 0 g= W 3 u m mar8q& f g S3 NP '4,7 ° ?8 -_ a K,_ S ^e�8�so3�2 sx2t1asas ° A A ogmeA g N O e ,4_p oR3 bloods per 1 Too Shear lb/boll MP47 2gr. O is a^ P 5 1i Force Side 1 lbs. 88a8.8°88�8 0 0 1 o o o o o LIESti N 7 v a ^, 8 8 0 o 8 8. N o 8 m o a 8 8 o o= 458.8 Zx (req'd) in l d o a m N "J R3 n m - =% A,7 2 715.69 2 51 $ 8 51 8 8 2$ 5 0 O n 8 2 2 • . * - " - Blocked Face - 9 . a • on ., ., __ u a E R A R P ,� N a AISC Manual AISC Manual KnlMein Scala Ericsson fPowerwava kMW Lucent Lucent Raycap k:athrein Totals 2 connection points w/ 2 bolts Connecl ion Back Span 29 Offset 1 Bolt Spacing 14 Pt s U a 0 a - vi n N w 'nJ 'n o w a$._ B g Y Y c1 'o 3 3 = < a o Max Loads Pole is adequate Existing Bolls are 5 /B' die Milli Hit C -100 Adhesive anchors (21 Tallow = 2670 lb Vellow= 30001b Bolts Adequate !APPURTENANCE Model 12' X 15' Pole Z' x 8 Std. Steel Pipe 742 265 k123 11271/2 LGP 21401 AM- X- 0616- 65.00T-RET (ti roc) Alcatel 9442 RRH 700 Mhz Alcatel 9442 RRH AWS DC6- 48-6618 -8F - Squid' Low Profile Platform Project: Allentown 13400 Interurban Ave S Tukwila, WA 98168 Design: EZ F='—'1—E5 Client: Westower Date: 5/7/2012 mom' Site Number: WA 145 Page: 5 Lis 3 2 / • \ 03•1.17 6 7-3 I 44 /,4 0 lip 0,4 4.011(7 •04- ZoL5 7 .5' C A 4),,1 L,P.7. ve-) . . Z.6 ..3* 1 • • te.v/Z e—i/( Im 10.1. ,,..111- .c CL' 4..ec Ito e /e t • , : 0 'to r :e • r, e )f4 • O. 2 7s www.ptswa.com PROJECT — WA / 4/S DATE PROJ NO. DESIGN SHEET V - ,, -- G T . l ? Z k y " r, ., 4'1 L 4— 4 4 - if "11 itTlq www.ptswa.com PROJECT r A / 1 S DarES /21( PRO1Nd. DESIGN SHEET . Structural Analysis Report Carrier Site Number: WA145 May 7, 2012 B B Appendix — Referenced Documents 111 S. Jackson Street, 2 "d Floor, Seattle, WA 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 SEATTLE 1 PORTLAND 1 SAN FRANCISCO 1 COSTA MESA isauvg.U0-W/ (.1:U/Ak SWANSON ARCHITECTURAL GRP 206 392 - 1544 Prepared by: Prettier Engineering, Inc. P.O. Box 2168 Woodinville, WA 98072 Ph (425) 489-1901 Structural Calculations for: GTE Antenna Support Site No. WA0145 Site Name: Allentown Location: 13400 Interntban Ave. S. Seattle, WA Prepared for: Swanson Arditecrural Group Date: October 28, 1997 P. 02 WAN,UN ARCHITECTURAL GRP 206 392 -1544 P.03 PAteadiA 5/800evete4. Tie. Consulting Engineers P.O. 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ETERSON jTREHLE ' I ARTINSON, INC. CONSULTING ENGINEERS Structural Calculations for Cingular Wireless WA UMTS SC 1876 (WA145) Allentown 13400 Interurban Ave S., Tukwila, WA June 9, 2005 C05174 CORRECTION REVIEWED FOR CODE COMP Donorwr4 ) DEC 2 2 Z005 �ity Of TiKWHIo BUILt 1N( I EXPIRES 6/30/ 2007 2200 SIXTH AVENUE, SUITE 601 SEATTLE WASHINGTON 98121 RECEIVED CITY OF TUKWILA DEC 14 2005 PERMIT CENTER PHONE 206- 622 -4580 FAX 206 - 622 -0422 ETERSON .. JTREHLE ' ARTINSON, INC. CONSULTING ENGINEERS C05174 June 9, 2005 Mr. K.V. Lew LSI Adapt, Inc. 615 8th Avenue South Seattle, WA 98104 Re: Cingular Wireless WA UMTS Antenna Change Out for SC1876 (WA145) Allentown Dear Mr. Lew: Calculations have been performed to analyze the existing monopole with the proposed antennas and all existing appurtenances. The additional TX lines, run on the interior of the pole, have been included as well. The antenna change out that is proposed (per attached RF sheet) for this cellular site can be adequately supported by the existing monopole. The existing foundation has also been found sufficient. The existing monopole is structurally adequate for the antenna change out. Appurtenance calculations and cut sheets have been attached for reference. Sincerely, PETERSON, STREHLE, MARTINSON, INC. Vi Steven C. Strehle, P.E., S.E. Enclosures 2200 SIXTH AVE, SUITE. 601 PS\I(2 PSMI- FNGINF.ERS.COM SEATTLE, WASHINGTON 98121 PHONE 206 - 622 -4580 FAX 206 - 622 -0422 PETERSON STREHLE MARTINSON, INC. CONSULTING ENGINEERS June 9, 2005 PSM Job No. C05174 Subject: Cingular UMTS Cingular Site: Allentown SC1876 (WA145) 13400 Interurban Ave S Tukwila, King County, WA 98168 45 foot Communications Monopole Colocate Structural Analysis Report References: International Building Code 2003 TIA/EIA -222 -F Structural Standards for Steel Antennas Towers and Antenna Support Structures At the request of LSI Adapt, Inc., Peterson Strehle Martinson, Inc. has performed a structural analysis on the existing monopole and its foundation at the above- mentioned site. The 45' round 12" diameter monopole is attached to the side of a building and was analyzed for two loading conditions: 100% wind and 75% wind plus 1/2" of radial ice. Wind loads were determined using a fastest mile wind speed of 85 mph as designated in the.TIA/EIA -222 -F and required by local jurisdictions. Our analysis included loads from the following appurtenances: RAD Centers: At elevation 45' — Cingular: -(1) 13' Valmont platform w/ rail (assumed, existing) -(9) Kathrein 742 -265 This analysis is invalid if any other equipment is attached to the monopole or its foundation. In such a case, a separate, . supplemental structural analysis will be necessary. To resist the new loading on the monopole Peterson Strehle Martinson, Inc. proposes that 2 new brackets be added to connect the monopole to the side of the building. Instead of adding (2) MC 6x15.3 we propose to add (2) C6x25 by 3' to resist the loads (see details attached). No information about the existing monopole foundation is available at this time; however, assuming the foundation was designed for the capacity of the monopole, the foundation would have sufficient capacity to support the existing and proposed loading. Peterson Strehle Martinson, Inc. has not confirmed this assumption. 2200 SIXTH AVE SUITE 601 SEATTLE, WASHINGTON 98122 PHONE 206 - 622 -4580 FAX 206 - 622 -0422 PETERSON STREHLE 1"ItARTINSON, INC. CONSULTING ENGINEERS Please call with any questions or comments. Sincerely, Peterson Strehle Martinson, Inc. Robert Kulapaditharom Attachments:1. Current monopole analysis calculations 2. Original monopole information 3. Appurtenance information 2200 SIXTH AVE SUITE 601 SEATTLE, WASHINGTON 98122 PETERSON STREFILE MARTINSON, INC. CONSULTING ENGINEERS 2200 SIXTH AVENUE SUITE 601 SEATTLE, WASHINGTON 98122 Attachment 1 Monopole Analysis Calculations PHONE 206-622-4580 FAX 206-622-0422 r i PETERSON •.JTREHLE 1\/IARTINSON, INC. CONSULTING ENGINEERS ENGINEERS 2200 SIXTH AVE.,SUITE 601 SEATTLE, WASHINOTON 98121 OFFICE (206) 622-4580 / FAX (206) 622-0422 JOB: elf-D Ir-itk DATE: 7.4...%)5. BY: SUBJECT. . i I I ! ' , • : ' 1 i ; 1 , '. ! • . ! . ! 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J. ,• ___L_. : ', ___'• __2• _ .. :.__. i. _ ,.... .. __.',..... :_ _ .. i i , , , , , , , • , ; s. , ... . ! : ri ' ! -I a __,_, ; ; . , : ; : , • ; ; : : . , • - : • :_ I : , : 1 - . . ; : ; . • ; : ; • , . . . • ; , • ._ ...___..LC(Jr- .• . . . ._;..... '...; ._...- __.. _ ...__ .__.: __i____... __L . .._ _.i. .. ._ .... '. ' i V-,::- ss 1- ; ; ; ; • ; : : : , , , : , • L - . .. .2 •' i__.. __I.:21-1- LI "..11.,_... IDLI--c... il,... ()GO . .! -._ L._ F... _ .1. __.• .. __;.._.__ !._. ... .. ,.• . . _ ..:__._ .....__.; ... .._..4_..... :. .. 1 PETERSON 1.)TREHLE MARTINSON, INC. CONSULTING ENGINEERS 2200 SIXTH AVE.,SIJITE 601 SEATTLE, WASHINGTON 98121 OFFICE (206) 622-4580 / FAX (206) 622-0422 JOB: (,b511 Al el's-1'1)1,3), DATE: ‘16I BY: SUBJECT: • - --i--- !.- : --- ' -r ! 1 . . . i _1/S (=Ac 1Z-- '• e '3 t —r— t t ........... • t ___[ . —t • . • t I • • • . • . , . • ■ . -I! • I • I . . . ' • 1 I . ; i . : ■ • : . . . . ; ;_ ; .• . - • . ! T: I ; ; : ,),, . . ,• -r_;.' 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CONSULTING ENGINEERS 2200 SIXTH AVENUE SUITE 601 SEATTLE, WASHINGTON 98122 Attachment 2 Original Monopole Information PHONE 206-622-4580 FAX 206-622-0422 \A/ 0 GOO 0 ® 000 0 0 0 till 1111 Midi hi cl I 1 oc i j'tt"t :i :_ {fie o t+!! j PIA I, l vofifili,ft ?; Q,R kit e ��b s : s •i• •14 �;,��If t i i I I= jj ii - - = $ �.8111.1iwf.II !Ii 0 GOO 0 ® 000 0 0 0 till 1111 Midi hi ANTENms • TVNNA; TYP • h TOP :OF ANTENNAS • TOP OF- EXIST; � /' PARAPET / • / --- EXISTING ` BUILDING / 1— EXISTING 1. ROOF. • Poi- lictEf.zep To Rom. , . EX(ST Ne GRADE , ./ uvA .1 vs. Olockni82 �1�akr ova. vAy- Nr), I . 2. LOCATE BOARD PER ARCHITECTURAL PLANS.. - • :r� . :EXISTIN6 b" GONGRETE•.TILT -#P PANEL: T —-=-- 5AI7DLEsU1T MG •6X45.3' GALY. < . • TYP • ' 3 Id • a EMBED 1 Ins FLAN VIEll • EXISTING b' CONCRETE TILT-UP' PANEL - • 12" SGHEDULe 4c 4.A .v. PIPE, ----,----,- 576" bht V. T Ha'V F , EPDXY- C►ROUiE1 -� . -. 4FTH HILwHLT -Gld© 6YSTE ' - ,.vo Pay i :.. • i i.. . ..i �. . 311h SEDE/SECT. 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' RC...Feedie,Cablei.Modol .'.4:,:(■1...".,-...',-..': % .i,.; '-=.,,.,",1:,,,Z-s'- ..--'..t...z.,..,;',N..',', 1,14A,%,--iir•n-","...' ''''•:,'IY,#-..".40,-'f ',,,,,i',., \''•,,i,i:ii'■??I'kW‘,.,:: NLIMber:,01:RO,Feeder Cable, ,r:-j,,; :.,...,,,, - ih',,:,;:i*r. '?+:-.,T,::..--,...,,,!f.,,,.,,,,:..y -,';. ,,- , o,:;?..7V...■,T-V's:ii,;;,::,,;.5,:',‘,Al, NUMPOKOCCCU.STRETRIgifla,,,:,,,,,pcm;lw,m,,;. 4,03,,,A1$0404.il:s74W.fs:41,Wi■ti!,i0.A•4.‘ZniRixf:itt-v-oi*Spilg i'''.9.&M,V4,!'-'ot',01.2iikk•r4MiV,..1:VOS Model:'04CiARETI kit,WR%i,,-;;.,it.S.i..-:f i'il,YiKsr,4:;. .;.Ake<404,X47,t,t',oal;,,i,VA-tift: ..;0,£~f4:4TliW.littitg.itnottfire/a,0;;›,V,-.P;45t;;t'AVstttPktssOFIsi;$ibil.t.l: NodeBilype;(-, .,:,.;:,,....;,;,. ,',,,-. ; ;•-4,-;;7,.,.. , : . .', :.,. elexent OneB1STMactocell.f: ;,,,..,1-lesent OneBIS-Mierdeel ,1-:,7:77: Hesent OneBT Macroceit. :.. .. , .. Senior:dor:men ,..., . :.-,-, ,Site:Cornenents '..r.,,,,J., ,4 :',,C"... '/!■:-...,4•,.-,.:'.%, 41 ',4 ,,,..,...i''.,',.-V.kW.O.i., ,;.:,a-o5t,f;,,,,,,,o .i-,; 4-,'..s=it-tn,,,WA145.AV6,;, .',.',4,,,, .,,,!..;',A,...i...', ,=,-,,i,-Y':',7';',15,:■.1,-;.,..i,..,' Note: If the New Mech. Tilt Is not feasible, add It to Electrical Tilt & Inform "Clnoular RF contact beim. RF Englneerl Sadashlv Kulkarnr- (42518H 4332 ., Date: (Print name) Cingular RF:1Michelle -206.409-5610... • • ; '1 (Print name) Version # IIITH SCALA DIVISION AP 15/18- 880 /1940/065D /ADT/XXP 742 -265 Multiband Directional Antenna Kathrein's dual band antennas are ready for 3G applications, covering all existing wireless bands as well as all spectrum under consideration for future systems, AMPS, PCS and 3G/UMTS. These cross - polarized antennas offer diversity operation In the same space as a conventional 800 MHz antenna, and are mountable on our compact sector brackets. • Wide band operation. • Exceptional intermodulation characteristics. • Remote control ready. • Various gain, beamwidth and downtilt ranges. • AISG compatible. • High strength pultruded fiberglass radome. General specifications: Frequency range 824 -960 MHz 1710 -2180 MHz Impedance 50 ohms, VSWR <1.5:1 Intermodulation (2x20w) Polarization Connector Isolation Intrasystem intersystem Weight Dimensions 1M3: -150 dBc +45° and -45° 4 x 7/16 DIN lemale >30 dB >50 dB (824 -960 // 1710 -2180 MHz) 50.7 lb (23 kg) 75.4 x 10.3 x 5.3 Inches (1916 x 262 x 139 mm) Equivalent flat plate area Wind survival rating° Shipping dimensions 6.16 (t2 (0.572 m2) 120 mph (200 kph) 87.2 x 11.9 x 7.6 inches (2215 x 302 x 192 mm) Shipping weight 62 Ib (28 kg) Mounting Fixed mount options are available for 2 to 4.8 Inch (50 to 115 mm) OD masts. See reverse for order Information. Specifications: Gain Front -to -back ratio Maximum Input power +45° and -45° polarization horizontal beamwldth 824 -894 MHz 13.5 dBd/15.5 dBi >27 dB (co- polar) 250 watts (at 50 °C) 68° (halt - power) 880 -960 MHz 14 dBd/16 dBI >25 dB (co-polar) 250 watts (at 50 °C) 65° (half- power) +45° and -45° polarization 10.5° (half - power) 10° (half - power) vertical beamwidth Electrical downtilt continuously adjustable Horizontal pattem *45 °- polarization Vertical pattem • ±45 °- polarization 0.50 -9.5° electrical downtilt 1710 -2180 MHz IW 1 1710 -1880 MHz 15.8 dBd/17.8 dB1 >25 dB (co- polar) 200 watts (at 50 °C) 66° (half- power) -cry 7 tp IN Vertical pattem ±45 °- polarization 0 °-6° electrical downtilt 1850 -1990 MHz 16.2 dBd/18.2 dBi >25 dB (co- polar) 200 watts (at 50 °C) 65° (half- power) 1920 -2180 MHz 16.3 dBd/18.3 dBI >25 dB (co- polar) 200 watts (at 50 °C) 63° (hall- power) 52° (half - power) 5° (half- power) 4.7° (half- power) 0.50-9.5° 0.50 -9.5° Sidelobe suppression for 0° 5° 10°T first sidelobe above horizon 16 16 17 dB Cross polar ratio Main direction 0° Sector ±60° 0 °-6° 0 °-6° 0 °-6° 0° 5° 10°T 18 18 18 dB 0° 3° 6° T 0° 3° 6° T 0° 3° 6°T 14 13 13 dB 18 17 14 dB 18 17 14 dB 20 dB (typical) 20 dB (typical) >10 dB >10 dB 16 dB (typical) 18 dB (typical) 18 dB (typical) >10 dB >10 dB >10 dB • Mechanical design is based on environmental conditions as stipulated in EIA -222 -F (June 1996) and/or ETS 300 019 -1-4 which include the static mechanical load imposed on an antenna by wind at maximum velocity. See the Engineering Section of the catalog for further 10634 -F 936.2701 Kalhrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779 -6500 Fax: (541) 779 -3991 Email: communications @kathrein.com Internet: www.kathrein- scala.com 11 -01 -2012 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director SUNNY AUSINK 111 S JACKSON ST #200 SEATTLE WA 98104 RE: Permit No. D12 -161 AT &T MOBILITY (WA145) 13400 INTERURBAN AV S TUKW Dear Permit Holder: In reviewing our current records, the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and/or the National Electric Code, every permit issued by the Building Division under the provisions of these codes shall expire by limitation and become null and void if the building or work authorized by such permit has not begun within 180 days from the issuance date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has begun for a period of 180 days. Your permit will expire on 12/08/2012. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and/or receive an extension prior to 12/08/2012, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation m this matter. Sincerely, -vif Bill Rambo Permit Technician File: Permit File No. D12 -161 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206-431-3665 EHfMIi UMW GOP) PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -161 DATE: 05 -11 -12 PROJECT NAME: AT &T MOBILITY SITE ADDRESS: 13400 INTERURBAN AV S X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # After Permit Issued DEPARTMENTS: S` � 1� WI— E` b` `Z S� �p din iv! ion " Fire Prevention Planning Division IPI� Ifc Works Structural ❑ Permit Coordinator et DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 05-15-12 Complete Incomplete ❑ Not Applicable n Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route IX1 Structural Review Required n No further Review Required n REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 06 -12 -12 Not Approved (attach comments) ❑ REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28 -02 Contractors or Tradespeople Prjler Friendly Page so General /Specialty Contractor A business registered as a construction contractor with LEl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ROSH CONSTRUCTION LLC UBI No. 602329626 Phone 5035694183 Status Active Address Po Box 7227 License No. ROSHCCL97109 Suite /Apt. License Type Construction Contractor City Bonney Lake Effective Date 9/29/2003 State WA Expiration Date 3/10/2013 Zip 98391 Suspend Date County Pierce Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date LAUGHLIN, RON Partner /Member 09/29/2003 Bond Amount TURNRIDGE, JOSHUA Partner /Member 09/29/2003 100171816 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 4 American Contractors Indem CO 100171816 08/04/2011 Until Cancelled $12,000.0008/04 /2011 3 AM STATES INS 6592990 08/01/2008 Until Cancelled 08/01/2011 $12,000.0008/08 /2008 2 WESTERN SURETY CO 70227892 01/10/2007 Until Cancelled 07/18/2008 $12,000.0002/06 /2007 Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount Received Date 7 Colony Ins Co GL952501 06/10/2011 06/10/2013 $1,000,000.0005 /04/2012 6 First Mercury Ins Co FMWA001496 06/10/2010 06/10/2012 $1,000,000.0004 /27/2011 5 OOHIO CAS INS BK054108676 06/10/2009 06/10/2011 $1,000,000.0005 /10/2010 4 SCOTTSDALE INS CO CLS1502774 06/10/2008 06/10/2009 $1,000,000.0007 /09/2008 3 SCOTTSDALE INS CO CLS1376643 06/10/2007 06/10/2008 $1,000,000.0007 /12/2007 2 IN SCOTTSDALE CLS0807135 06/10/2006 06/10/2007 $1,000,000.00 01/24/2007 Summons /Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period https://fortress.wa.gov/lni/bbip/Print.aspx 06/11/2012 PROJECT INFORMATION PROJECT DESCRIPTION: AT &T TO MODIFY EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY ADDING (3) PROPOSED LTE PANEL ANTENNAS (1) PER SECTOR, (6) PROPOSED RRH UNITS (2) PER LTE PANEL ANTENNA, (1) PROPOSED RAYCAP SQUID MOUNTED AT EXISTING ANTENNA LEVEL, (1) PROPOSED GPS ANTENNA MOUNTED NEAR EXISTING GPS ANTENNA AND PROPOSED LTE LUCENT BACK PACK MOUNTED AT EXISTING ARGUS TE43 CABINET LOCATED WITHIN EXISTING AT &T COMPOUND APPLICANT: AT &T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: COMMERCIAL /LIGHT INDUSTRIAL BUILDING CODE: 2009 IBC CONSTRUCTION TYPE: IIB OCCUPANCY: S -2 JURISDICTION: CITY OF TUKWILA CURRENT USE: UNMANNED TELECOM FACILITY PROPOSED USE: UNMANNED TELECOM FACILITY SITE LOCATION: (BASED ON NAD 83): LATITUDE: 47° 29' 2.10” N LONGITUDE: -122' 16' 8.50" W TOP OF STRUCTURE AGL: 45' -0" BASE OF STRUCTURE AMSL: N/A PARCEL NUMBER(S): 0003000115 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OWNER: HILL INVESTMENT COMPANY 7900 SE 28TH STREET SUITE 310 MERCER ISLAND, WA 98040 CONTACT: JOHN PIETROMONACO TEAM LEAD: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753 -3458 SITE ACQUISITION: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: TERI BATTSTONE PH: (206) 342 -6386 PERMITTING: PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: SUNNY AUSINK PH: (206) 342 -6390 CONSTRUCTION MANAGER: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: KEITH ELWELL PH: (425) 753 -3458 RF ENGINEER: WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 CONTACT: MICHELLE BRAASCH PROJECT TEAM PROJECT ARCHITECT RICHARD B. HALL, AIA PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: ROBERT LEIGHTON PH: (206) 464 -4402 EMAIL: RLEIGHTON@PTSWA.COM PROJECT CONSULTANT PACIFIC TELECOM SERVICES, LLC 111 SOUTH JACKSON STREET, 2ND FLOOR SEATTLE, WA 98104 CONTACT: KATIE KENNEY PH: (206) 909 -9454 PROJECT CONSULTANT WESTOWER 7525 SE 24TH STREET, SUITE 500 MERCER ISLAND, WA 98040 PH: (206) 819 -4727 at&t Your world. Delivered. ALLENTOWN WA145 13400 INTERURBAN AVE S TUKWILA, WA 98168 VICINITY MAP PLANNING APPROVED No changes can be made to these plans without approval from the Planning of DCD Approved By Date: , (1)- -7 (1 PROPRIETARY INFORMATION THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. REVISED FINAL CONSTRUCTION DRAWINGS DRAWING INDEX SHEET T -1 G -1 G -2 A -1 A -2 A -3 A -4 A -5 RF -1 RF -2 E -1 E -2 DESCRIPTION TITLE SHEET GENERAL NOTES GENERAL NOTES & SYMBOLS SITE PLAN EXISTING ENLARGED SITE PLAN PROPOSED ENLARGED SITE PLAN EXISTING & PROPOSED WEST CONSTRUCTION DETAILS ANTENNA CONFIGURATIONS RF & EQUIPMENT DETAILS SCHEMATIC GROUNDING PLAN GROUNDING DETAILS STRUCTURAL PLAN & NOTES STRUCTURAL DETAILS ELEVATION DRIVING DIRECTIONS NO. START FROM PORTLAND INTERNATIONAL AIRPORT: DEPART NE 72ND WAY TOWARD 164TH AVE NE< PRIVATE ROAD TURN RIGHT ONTO 164TH AVE NE, AND THEN IMMEDIATELY TURN RIGHT PRIVATE ROAD TURN LEFT ONTO LEARY WAY NE ROAD NAME CHANGES TO NE LEARY WAY TAKE RAMP RIGHT FOR WA -520 WEST TOWARD SEATTLE 7- ELEVEN ON THE CORNER TAKE RAMP RIGHT FOR 1 -405 SOUTH TOWARD RENTON AT EXIT 1, TAKE RAMP RIGHT TOWARD W. VALLEY HWY. / TUKWILA TURN LEFT ONTO INTERURBAN AVE S ARRIVE AT 13400 INTERURBAN AVE S, TUKWILA, WA 98168 -3330 ON THE RIGHT ONTO BEAR CREEK PKWY 0.1 0.4 0.1 0.2 5.0 14.0 0.3 1.5 MI MI MI MI MI MI MI MI SEPARATE PERMIT REQUIRED FOR: (Mechanical „,/ t� tlectrical &Plumbing as Piping 1 of Tukwila * k Dt SION APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE 1 RF ENGINEER: REVISED FOR FINAL CONSTRUCTION NL LANDLORD: RF MANAGER: SITE ACQUISITION: OPPS MANAGER: ZONING AGENT: CONSTR MANAGER: PROJECT MANAGER: NSB MANAGER: CONSTR MANAGER: TRANSPORT: EQUIP ENGINEER: COMPLIANCE: REVIEWERS SHALL CLEARLY PLACE INITIALS ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED 04 -18 -12 REVISIONS to changes shall be made to the scope cf e= or!( without prior approval of Tukwila Building Division. r. T : 7::v:sions will require a new plan submittal and may include additional plan review fees. LEGAL DESCRIPTION POR FOSTER STEPHEN D C #38 BEG N 81 -44 -15 E 199.17FT FR A HUB AT END OF CURVE ON CENT LN OF DUWAMISH - RENTON JUNC RD SD HUB BEING APPROX N 1200FT & W44OFT FR 1/4 CORBET SECS 14 & 15 TWP 23 R 4TH S 49 -24 -00 E PLT & 150FT DIST FR & AT R/A TO C/L OF ABOVE SD RD DIST 835FT TO POB & BEARS N 40 -01 -05 W DIST 920. 15FT FR HUB AT PT OF NXN OF CURVE ON C/L OF SD DUWAMISH - RENTON JUNC RD SD PT OF NXN BEING APPROX 1000FT E & 20FT S OF 1/4 COR BTWN SEC 14 & 15 TH N 49 -24 -00 W 151.33FT TO SLY MGN OF PRIMARY ST HWY NO 1 S 178TH ST TO S 126TH ST THN 14 -43 -00 E 251.31 FT TO R/W MARKER AT ANGLE PT THN 18 -58 -00 E 161.88FT TO R/W MARKER AT ANGLE PT THN 28 -43 -00 E 95FT TO R/W MARKER AT ANGLE PT THN 40 -52 -00 E 77.72FT TO R/W MARKER AT ANGLE PT THS 49 -08 -00 E 50.81 FT THS 21 -08 -30 W 189.15FT THS 14- 18 -OOW 210.49FT THS 4 -11 -00 W 223.47FT TO TPOB TGW 20FT STRIP LY SLY OF & ADJ TO ABOVE DESC PARCEL FILE COPY Permit No. ,DI> 11, t P! ^., rrdfiew approval is subject to errors and omissions. '''4q of construction documents does not authorize :ation of any adopted code or ordinance. Receipt L proved Field Copy and conditions is acknowledged: By ..-0 I ' 12 Date: City Of lbkwila BUILDING DIVISION ABBREVIATIONS A/C AGL APPROX AIR CONDITIONING ABOVE GROUND LEVEL APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG CLR CONC CONST CONT DBL DIA DIAG DN DET DWG EA ELEV ELEC EQ EQUIP EXT FI N FLUOR FLR FT GA GALV GC GRND GYP BD CEILING CLEAR CONCRETE CONSTRUCTION CONTINUOUS DOUBLE DIAMETER DIAGONAL DOWN DETAI L DRAWING EACH ELEVATION ELECTRICAL EQUAL EQUIPMENT EXTERIOR FINISH FLOURESCENT FLOOR FOOT GAUGE GALVANIZED GENERAL CONTRACTOR GROUND GYPSUM WALL BOARD HORZ HR HT HVAC ID IN INFO INSUL I NT IBC LBS MAX MECH MTL MFR MGR MIN MISC RO NA NIC NTS OC HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSIDE DIAMETER INCH INFORMATION INSULATION INTERIOR INTERNATIONAL BUILDING CODE POUNDS MAXIMUM MECHANICAL METAL MANUFACTURE MANAGER MINIMUM MISCELLANEOUS ROUGH OPENING NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OD OUTSIDE DIAMETER PLYWD PROJ PROP PT REQ RM SHT SIM SPEC SF SS STL STRUCT STD SUSP THRU TNNG TYP PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM SHEET SIMILAR SPECIFICATION SQUARE FOOT STAINLESS STEEL STEEL STRUCTURAL STU D SUSPENDED THROUGH TINNED TYPICAL REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2012 City of Tukwila BUILDING DIVISION UNO UNLESS NOTED OTHERWISE VERT VERTICAL VIF VERIFY IN FIELD W/ W/0 WP WITH WITHOUT WATER PROOF MAY 112012 NI-. 1101 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 0 Your world. Delivered. at &t R Lit r 4: A ` ! l` At At t 4ISSICV7M ores PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08120113 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T -1 GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY TOWER NETWORK CARRIER OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES AS THEY MAY BE DISCOVERED IN PLANS, DOCUMENTS, NOTES, OR SPECIFICATIONS PRIOR TO STARTING CONSTRUCTION INCLUDING, BUT NOT LIMITED BY, DEMOLITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTING ANY ERROR, OMISSION, OR INCONSISTENCY AFTER THE START OF CONSTRUCTION WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AND SHALL INCUR ANY EXPENSES TO RECTIFY THE SITUATION. THE MEANS OF CORRECTING ANY ERROR SHALL FIRST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. 2. PRIOR TO THE SUBMISSION OF BIDS, CONTRACTORS INVOLVED SHALL VISIT THE JOB SITE TO FAMILIARIZE THEMSELVES WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT. CONTRACTORS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR HAVING BEEN AWARDED THIS PROJECT SHALL VISIT THE CONSTRUCTION SITE WITH THE CONSTRUCTION /CONTRACT DOCUMENTS TO VERIFY FIELD CONDITIONS AND CONFIRM THAT THE PROJECT WILL BE ACCOMPLISHED AS SHOWN. PRIOR TO PROCEEDING WITH CONSTRUCTION, ANY ERRORS, OMISSIONS, OR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT /ENGINEER VERBALLY AND IN WRITING. 3. FOR COLLOCATION SITES: CONTACT TOWER OWNER REPRESENTATIVE FOR PARTICIPATION IN BID WALK. 4. NOT USED 5. THE ARCHITECTS /ENGINEERS HAVE MADE EVERY EFFORT TO SET FORTH IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE SCOPE OF WORK. CONTRACTORS BIDDING THE JOB ARE NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. THE BIDDER SHALL BEAR THE RESPONSIBILITY OF NOTIFYING (IN WRITING) THE ARCHITECT /ENGINEER OF ANY CONFLICTS, ERRORS, OR OMISSIONS PRIOR TO SUBMISSION OF CONTRACTOR'S PROPOSAL. IN THE EVENT OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE COSTLY OR EXTENSIVE WORK, UNLESS DIRECTED OTHERWISE. 6. DRAWINGS ARE NOT TO BE SCALED UNDER ANY CIRCUMSTANCE. TOWER NETWORK CARRIER IS NOT RESPONSIBLE FOR ANY ERRORS RESULTING FROM THIS PRACTICE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS. 7. OWNER, CONTRACTOR, AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER SHALL MEET JOINTLY TO VERIFY ALL DRAWINGS AND SPECIFICATIONS PRIOR TO THE START OF CONSTRUCTION. 8. THE GENERAL CONTRACTOR SHALL RECEIVE WRITTEN AUTHORIZATION TO PROCEED WITH CONSTRUCTION PRIOR TO STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS /CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL PERFORM WORK DURING OWNER'S PREFERRED HOURS TO AVOID DISTURBING NORMAL BUSINESS. 10. THE CONTRACTOR SHALL PROVIDE TOWER NETWORK CARRIER PROPER INSURANCE CERTIFICATES NAMING TOWER NETWORK CARRIER AS ADDITIONAL INSURED, AND TOWER NETWORK CARRIER PROOF OF LICENSE(S) AND PE & PD INSURANCE. 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED IN THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 12. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS ACCORDING TO MANUFACTURER'S /VENDOR'S SPECIFICATIONS UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES OR ORDINANCES TAKE PRECEDENCE. 13. ALL WORK PERFORMED ON THE PROJECT AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY, MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES BEARING ON THE PERFORMANCE OF THE WORK. 14. NOT USED 15. A COPY OF GOVERNING AGENCY IS APPROVED PLANS SHALL BE KEPT IN A PLACE SPECIFIED BY THE GOVERNING AGENCY, AND BY LAW, SHALL BE AVAILABLE FOR INSPECTION AT ALL TIMES. THE ORIGINAL PERMIT SET PLANS ARE NOT TO BE USED BY THE WORKMEN. ALL CONSTRUCTION SETS SHALL REFLECT THE SAME INFORMATION AS GOVERNING AGENCY APPROVED PLANS. THE CONTRACTOR SHALL ALSO MAINTAIN ONE SET OF PLANS, IN GOOD CONDITION, COMPLETE WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES UNDER THE DIRECT CARE OF THE SUPERINTENDENT. THE CONTRACTOR SHALL SUPPLY TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER. WITH A COPY OF ALL REVISIONS, ADDENDA, AND /OR CHANGE ORDERS AT THE CONCLUSION OF THE WORK AS A PART OF THE AS -BUILT DRAWING RECORDS. 16. THE STRUCTURAL COMPONENTS OF ADJACENT CONSTRUCTION OR FACILITIES ARE NOT TO BE ALTERED BY THIS CONSTRUCTION PROJECT UNLESS NOTED OTHERWISE. 17. THE CONTRACTOR SHALL STUDY THE STRUCTURAL, ELECTRICAL, MECHANICAL, AND PLUMBING PLANS AND CROSS CHECK THEIR DETAILS, NOTES, DIMENSIONS, AND ALL REQUIREMENTS PRIOR TO THE START OF ANY WORK. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE PROJECT AND SITE WHILE THE WORK IS IN PROGRESS UNTIL THE JOB IS COMPLETE. 19. THE CONTRACTOR HAS THE RESPONSIBILITY OF LOCATING ALL EXISTING UTILITIES WHETHER OR NOT SHOWN ON THE PLANS, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR, OR SUBCONTRACTOR AS SPECIFIED IN THE AGREEMENT BETWEEN SUBCONTRACTOR AND CONTRACTOR, SHALL BEAR THE EXPENSES OF REPAIR AND /OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGE BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. 20. THE REFERENCES ON THE DRAWINGS ARE FOR CONVENIENCE ONLY AND SHALL NOT LIMIT THE APPLICATION OF ANY DRAWING OR DETAIL. 21. ALL DIMENSIONS ON THE PLANS ARE TO FACE OF STUD (F.O.S.) UNLESS NOTED OTHERWISE (U.N.O.). 22. ALL EXISTING CONSTRUCTION, EQUIPMENT, AND FINISHES NOTED TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE REMOVED FROM THE SITE WITH THE FOLLOWING EXCEPTIONS: A. PROPERTY NOTED TO BE RETURNED TO THE OWNER. B. PROPERTY NOTED TO BE REMOVED BY THE OWNER. 23. THE GOVERNING AGENCIES, CODE AUTHORITIES, AND BUILDING INSPECTORS SHALL PROVIDE THE MINIMUM STANDARDS FOR CONSTRUCTION TECHNIQUES, MATERIALS, AND FINISHES USED THROUGHOUT THE PROJECT. TRADE STANDARDS AND /OR PUBLISHED MANUFACTURERS SPECIFICATIONS MEETING OR EXCEEDING DESIGN REQUIREMENTS SHALL BE USED FOR INSTALLATION. 24. WHEN REQUIRED STORAGE OF MATERIALS OCCURS, THEY SHALL BE EVENLY DISTRIBUTED OVER ROUGH FRAMED FLOORS OR ROOFS SO AS NOT TO EXCEED THE DESIGNED LIVE LOADS FOR THE STRUCTURE. TEMPORARY SHORING AND /OR BRACING IS TO BE PROVIDED WHERE THE STRUCTURE HAS NOT ATTAINED THE DESIGN STRENGTH FOR THE CONDITIONS PRESENT. 25. PRIOR TO THE POURING OF ANY NEW SLAB OVER AN EXISTING SLAB THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, CHASES, AND EQUIPMENT WHICH ARE TO BE IMPLEMENTED INTO THE NEW WORK. ALL ITEMS DESIGNATED TO BE ABANDONED SHALL BE NOTED AND DISCUSSED WITH THE OWNER AND TOWER NETWORK CARRIER CONSTRUCTION PROJECT MANAGER AS PART OF THE AS -BUILT DRAWING PACKAGE. 26. SEAL ALL PENETRATIONS THROUGH FIRE -RATED AREAS WITH U.L. LISTED OR FIRE MARSHALL APPROVED MATERIALS IF APPLICABLE TO THIS FACILITY AND OR PROJECT SITE. 27. BUILDING INSPECTORS AND /OR OTHER BUILDING OFFICIALS ARE TO BE NOTIFIED PRIOR TO ANY GRADING, CONSTRUCTION, AND ANY OTHER PROJECT EFFORT AS MANDATED BY THE GOVERNING AGENCY. 28. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2 -A OR 2 -A1OBC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF PROJECT AREA DURING CONSTRUCTION. 29. THE PROJECT, WHEN COMPLETED, SHALL COMPLY WITH LOCAL SECURITY CODES AND TITLE -24 ENERGY CONSERVATION REQUIREMENTS. (TITLE -24 WHEN APPLICABLE) 30. ALL GLASS AND GLAZING IS TO COMPLY WITH CHAPTER 54 OF THE U.S. CONSUMER SAFETY COMMISSION - SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (42 FR 1428, CFR PART 1201) AND LOCAL SECURITY REQUIREMENTS. 31. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEMENTS, EASEMENTS, PAVING, CURBING, ETC. DURING CONSTRUCTION. UPON COMPLETION OF WORK, CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. 32. CONTRACTOR SHALL KEEP GENERAL WORK AREA CLEAN AND HAZARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. CONTRACTOR SHALL REMOVE EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OR PREMISES. SITE SHALL BE LEFT IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. 33. NEW CONSTRUCTION ADDED TO EXISTING CONSTRUCTION SHALL MATCH IN FORM, TEXTURE, FINISH, AND IN MATERIALS EXCEPT AS NOTED IN THE PLANS AND SPECIFICATIONS. 34. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BACKING, BLOCKING, AND /OR SLEEVES REQUIRED FOR THE INSTALLATION OF FIXTURES, MECHANICAL EQUIPMENT, PLUMBING, HARDWARE, AND FINISH ITEMS TO INSURE A PROPER AND COMPLETE JOB. 35. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A PROJECT LEVEL, STRAIGHT, AND TRUE ACCORDING TO THE PLANS. THE CONTRACTOR SHALL COMPARE THE LINES AND LEVELS OF THE EXISTING CONDITIONS WITH THOSE SHOWN ON THE PLANS PRIOR TO THE START OF ANY CONSTRUCTION. TOWER NETWORK CARRIER SHALL BE NOTIFIED OF ANY ERRORS, OMISSIONS, OR INCONSISTENCIES PRIOR TO ANY CONSTRUCTION. 36. THE CONTRACTOR IS TO PROVIDE PROTECTION FOR ADJOINING PROPERTIES FROM PHYSICAL HARM, NOISE, DUST, DIRT, AND FIRE AS REQUIRED BY THE GOVERNING AGENCIES. 37. WHERE SPECIFIED, MATERIALS TESTING SHALL BE TO THE LATEST STANDARDS AND /OR REVISIONS AVAILABLE AS REQUIRED BY THE GOVERNING AGENCY RESPONSIBLE FOR RECORDING THE RESULTS. 38. THE CONTRACTOR IS RESPONSIBLE FOR THE STORAGE OF ALL MATERIALS AND SHALL NOT DO SO ON PUBLIC PROPERTY WITHOUT A PERMIT TO DO SO FROM THE GOVERNING AGENCIES FOR THIS PURPOSE. 39. GENERAL NOTES AND STANDARD DETAILS ARE THE MINIMUM REQUIREMENTS TO BE USED IN CONDITIONS WHICH ARE NOT SPECIFICALLY SHOWN OTHERWISE. 40. TRADES INVOLVED IN THE PROJECT SHALL BE RESPONSIBLE FOR THEIR OWN CUTTING, FITTING, PATCHING, ETC., SO AS TO BE RECEIVED PROPERLY BY THE WORK OF OTHER TRADES. 41. ALL DEBRIS AND REFUSE IS TO BE REMOVED FROM THE PROJECT PREMISES AND SHALL BE LEFT IN A CLEAN (BROOM FINISH) CONDITION AT ALL TIMES BY EACH TRADE AS THEY PERFORM THEIR OWN PORTION OF THE WORK. 42. TOWER NETWORK CARRIER DOES NOT GUARANTEE ANY PRODUCTS, FIXTURES, AND /OR ANY EQUIPMENT NAMED BY A TRADE OR MANUFACTURER. GUARANTEE OR WARRANTY THAT MAY BE IN EFFECT IS DONE SO THROUGH THE COMPANY OR MANUFACTURER PROVIDING THE PRODUCT, FIXTURE, AND /OR EQUIPMENT ONLY: UNLESS SPECIFIC RESPONSIBILITY IS ALSO PROVIDED BY THE CONTRACTOR /SUBCONTRACTOR IN WRITTEN FORM. 43. CAUTION! CALL BEFORE YOU DIG! BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE -CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION. 1- 800 - 227 -2600. 44. CONTRACTOR TO REPLACE AND /OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. WHEN APPLICABLE, CONTRACTOR IS RESPONSIBLE TO CALL, COORDINATE AND MAKE ARRANGEMENTS FOR ROW AND/ OR PRIVATE PROPERTY LOCATE MODIFICATION CONSTRUCTION; BASED ON SPECIFIC SITE REQUIREMENTS. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTORS TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR SHALL DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED ALONG WITH PHOTOGRAPHS PER NETWORK CARRIER REQUIREMENTS. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER IN TALLATION COORDINATION SOLUTION(S) TO NETWORK CARRIER REPRESENTATIVE, PROJECT CONSTRUCTION MANAGER AND ARCHITECT. 50. ANY SUBSTITUTIONS OF MATERIALS AND /OR EQUIPMENT, MUST BE APPROVED BY TOWER NETWORK CARRIER CONSTRUCTION MANAGER. 51. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL REMEDY ALL FAULTY, INFERIOR, AND /OR IMPROPER MATERIALS, DAMAGED GOODS, AND /OR FAULTY WORKMANSHIP FOR ONE (1) YEAR AFTER THE PROJECT IS COMPETE AND ACCEPTED UNDER THIS CONTRACT; UNLESS NOTED OTHERWISE IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. (EXCEPTION) THE ROOFING SUBCONTRACTOR SHALL FURNISH A MAINTENANCE AGREEMENT FOR ALL WORK DONE, COSIGNED BY THE GENERAL CONTRACTOR, TO MAINTAIN THE ROOFING IN A WATERTIGHT CONDITION FOR A PERIOD OF TWO (2) YEARS STARTING AFTER THE DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT, UNLESS OTHERWISE WRITTEN IN THE CONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. 52. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION FOR THE SAFETY OF THE OWNER'S EMPLOYEES, WORKMEN, AND ALL TIMES DURING THE CONSTRUCTION OF THE PROJECT. 53. THE CONTRACTOR SHALL BE REQUIRED TO PAY FOR ALL NECESSARY PERMITS AND /OR FEES WITH RESPECT TO THE WORK TO COMPLETE THE PROJECT. BUILDING PERMIT APPLICATIONS SHALL BE FILED BY THE OWNER OR HIS REPRESENTATIVE. CONTRACTOR SHALL OBTAIN PERMIT AND MAKE FINAL PAYMENT FOR SAID DOCUMENT. 54. NOT USED 55. TOWER NETWORK CARRIER WILL REVIEW AND APPROVE SHOP DRAWINGS AND SAMPLES FOR CONFORMANCE WITH DESIGN CONCEPT. TOWER NETWORK CARRIER PROJECT APPROVAL OF A SEPARATE ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY IN WHICH THE ITEM FUNCTIONS. 56. ALL ANTENNAS MOUNTED ON ROOF SUPPORT FRAMES TO BE PROVIDED BY TOWER NETWORK CARRIER COMMUNICATIONS. 57. CONTRACTOR TO PROVIDE TRENCH AS REQUIRED TO INSTALL BOTH ELECTRICAL AND TELEPHONE UNDERGROUND CONDUITS ( #40 PVC) PER S.C.E. WORKORDER. BACKFILL WITH CLEAN SAND AND COMPACT TO THE SATISFACTION OF THE DISTRICTS INSPECTOR. REPLACE FINISH GRADE WITH MATCHING MATERIALS (GRASS, ASPHALT, CONCRETE, ETC.) 58. CONTRACTOR TO PROVIDE HEAVY STEEL PLATES AT OPEN TRENCHES FOR SAFETY AND TO PROTECT EXISTING GROUND SURFACES FROM HEAVY EQUIPMENT UTILIZED DURING CONSTRUCTION. 59. CONTRACTOR TO PATCH AND REPAIR ALL GROUND SURFACES WITHIN THE CONSTRUCTION AREA AS NECESSARY TO PROVIDE A UNIFORM SURFACE AND MAINTAIN EXISTING SURFACE DRAINAGE SLOPES. 60. CONTRACTOR TO REPLACE LANDSCAPE VEGETATION THAT WAS DAMAGED DUE TO CONSTRUCTION, AND TO MODIFY REMAINING IRRIGATION LINES TO OPERATING CONDITION, PROVIDING FULL COVERAGE TO IMPACTED AREAS. 61. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES WHERE PENETRATION OF EXISTING ROOFING MATERIALS OCCUR, THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING OWNER AND BUILDING ROOFING CONTRACTOR OF RECORD FOR INSTALLATION, PATCH, REPAIR OR ANY AUGMENTATION TO THE ROOF, AND HAVE THE WORK GUARANTEED UNDER THE ROOFING CONTRACTOR'S WARRANTY FOR MOISTURE PENETRATION OR AND OTHER FUTURE BREACH OF ROOFING INTEGRITY. 62. IN THE CASE OF ROOFTOP SOLUTIONS WITH THE INSTALLATION OF ANTENNAS WITHIN CONCEALED (SHROUDED) SUPPORT FRAMES OR TRIPODS, THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE FRP DESIGNER /FABRICATOR TO ENSURE THAT THE FINAL FRP SHROUD IS SIMULATING (IN APPEARANCE) DESIGNATED EXISTING EXTERIOR BUILDING FACADE MATERIALS, TEXTURES, AND COLORS. THE CONTRACTOR SHALL FURTHERMORE ENSURE THE USE OF COUNTERSUNK FASTENERS IN ALL FRP CONSTRUCTION. WHEN PHOTOSIMULATIONS ARE PROVIDED, THE CONTRACTOR SHALL ENSURE THAT FINAL CONSTRUCTION REPRESENTS WHAT IS INDICATED IN PHOTOSIMULATION. SHOP DRAWINGS SHALL BE PROVIDED TO THE GENERAL CONTRACTOR, CONSTRUCTION COORDINATOR, AND ARCHITECT PRIOR TO FABRICATION AND CONSTRUCTION. 63. IN THE CASE OF ROOFTOP SOLUTIONS FOR EQUIPMENT AND /OR ANTENNA FRAMES WHERE ANCHORING TO A CONCRETE ROOF SLAB IS REQUIRED, CONTRACTORS SHALL CONFIRM (PRIOR TO SUBMITTING BID) WITH CONSULTING CONSTRUCTION COORDINATOR AND ARCHITECT THE PRESENCE OF POST TENSION TENDONS WITHIN THE ROOF SLAB - RESULTING FROM AN UNDOCUMENTED DESIGN CHANGE IN THE EXISTING BUILDING "AS -BUILT DRAWING SET" - HAVING INDICATED AN ORIGINAL DESIGN SOLUTION OF REINFORCED CONCRETE W/ EMBEDDED STEEL REBAR. IN THE EVENT POST TENSION SLAB SOLUTION IS PRESENT, CONTRACTOR SHALL INCLUDE PROVISIONS FOR X -RAY PROCEDURES (INCLUDED IN BID) FOR ALL PENETRATION AREAS WHERE ANCHORING OCCURS. 64. GENERAL & SUB CONTRACTORS SHALL USE STAINLESS STEEL METAL LOCKING TIES FOR ALL CABLE TRAY TIE DOWNS AND ALL OTHER GENERAL TIE DOWNS (WHERE APPLICABLE). PLASTIC ZIP TIES SHALL NOT BE PERMITTED FOR USE ON TOWER NETWORK CARRIER PROJECTS. RECOMMENDED MANUFACTURE SHALL BE: PANDUIT CORP. METAL LOCKING TIES MODEL NO. MLT4S -CP UNDER SERIES -304 (OR EQUAL). PANDUIT PRODUCT DISTRIBUTED BY TRIARC. 65. NOT USED. tc)---- I (0 ( REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT V...NICHARD = . ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 z w 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES SHEET NUMBER G -1 DESIGN CRITERIA: 1. THE STRUCTURAL DESIGN OF THIS PROJECT IS IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE 2009 WITH WASHINGTON STATE BUILDING CODE AMENDMENTS (2009 IBC) 2. DESIGN LOADS: DESIGN DATA FOR TUKWILA, WA 98168 - ROOF SNOW LOAD - BASIC WIND SPEED -WIND EXPOSURE - SEISMIC ZONE CONCRETE NOTES: N/A (NOT A ROOFTOP SOLUTION) 85 MPH (100 MPH 3 SECOND GUSTS) C D 1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI -318. 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH CHAPTER 19 OF THE 2009 IBC. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS. TYPE OF CONSTRUCTION A. SLABS ON GRADE TOPPING SLABS CONCRETE PIERS B. ALL STRUCTURAL CONCRETE EXCEPT WALLS c. CONCRETE WALLS 28 DAY STRENGTHS W/C (f'c) RATIO 2,400 PSI 4,000 PSI < .45 < .45 4,000 PSI < .45 MINIMUM CEMENT CONTENT PER CUBIC YARD 5 Y2 SACKS 6 Y2 SACKS 6 Y2 SACKS CEMENT SHALL BE ASTM C150, PORTLAND CEMENT TYPE II U.N.O. 3. THE GENERAL CONTRACTOR SHALL SUPERVISE AND BE RESPONSIBLE FOR THE METHODS AND PROCEDURES OF CONCRETE PLACEMENT. 4. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR - ENTRAINED WITH AN AIR - ENTRAINING AGENT CONFORMING TO ASTM C260, C494, C618, C989 AND C1017. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE 2009 IBC. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, fy= 60,000 PSI. EXCEPTIONS: ANY BARS SPECIFICALLY SO NOTED ON THE DRAWINGS SHALL BE GRADE 40, fy= 40,000 PSI. GRADE 60 REINFORCING BARS INDICATED ON DRAWINGS TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING COMPLYING WITH ASTM A615(S1) MAY BE WELDED ONLY IF MATERIAL PROPERTY REPORTS INDICATING CONFORMANCE WITH WELDING PROCEDURES SPECIFIED IN A.W.S. D14 ARE SUBMITTED. 6. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORDANCE WITH AC1 315 AND 318. LAP ALL CONTINUOUS REINFORCEMENT AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS AT LEAST 30 BAR DIAMETERS OR A MINIMUM OF 2' -0 ". LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 7. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -185. 8. SPIRAL REINFORCEMENT SHALL BE PLAIN WIRE CONFORMING TO ASTM A615, GRADE 60, fy= 60,000 PSI. 9. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE CONSULTANT. 10. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: - FOOTINGS AND OTHER UNFORMED 3" SURFACES, EARTH FACE - FORMED SURFACES EXPOSED ( #6 BARS OR LARGER) 2" TO EARTH OR WEATHER ( #5 BARS OR SMALLER) 1 1/2" - SLABS AND WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 3/4" 13. NON- SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). 14. ALL EXPANSION ANCHORS TO BE HILTI BRAND. ADHESIVE ANCHORS REQUIRE TESTING TO CONFIRM CAPACITY UNLESS WAIVED BY ENGINEER. STRUCTURAL STEEL NOTES: 1. SHOP DRAWINGS FOR STRUCTURAL STEEL SHALL BE SUBMITTED TO THE CONSULTANT FOR REVIEW PRIOR TO FABRICATION. 2. STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION (INCLUDING FIELD WELDING, HIGH STRENGTH FIELD BOLTING, EXPANSION BOLTS, AND THREADED EXPANSION ANCHORS) SHALL BE BASED ON THE A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION. SUPERVISION SHALL BE IN ACCORDANCE WITH 2006 IBC CHAPTER 22, BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE CONSULTANT. THE CONSULTANT SHALL BE FURNISHED WITH A COPY OF ALL INSPECTION REPORTS AND TEST RESULTS. 3. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: TYPE OF MEMBER A. B. C. D. E. F. PLATES, SHAPES, ANGLES, AND RODS SPECIAL SHAPES AND PLATES PIPE COLUMNS STRUCTURAL TUBING ANCHOR BOLTS CONNECTION BOLTS ASTM ASTM ASTM ASTM ASTM ASTM 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER Al23/A123M -00. A36, Fy 36 KSI A572, Fy 50 KSI A53, Fy 35 KSI A500, Fy 46 KSI A307 A325 TWIST -OFF -TYPE FABRICATION PER 5. ALL WELDING SHALL BE IN CONFORMANCE WITH A.I.S.C. AND AWS STANDARDS AND SHALL BE PERFORMED BY W.A.B.O. CERTIFIED WELDERS USING E70 XX ELECTRODES. ONLY PREQUALIFIED WELDS (AS DEFINED BY AWS) SHALL BE USED. WELDING OF GRADE 60 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES. WELDING OF GRADE 40 REINFORCING BARS (IF REQUIRED) SHALL BE PERFORMED USING E70 XX ELECTRODES. WELDING WITHIN 4" OF COLD BENDS IN REINFORCING STEEL IS NOT PERMITTED. SEE REINFORCING NOTE FOR MATERIAL REQUIREMENTS OF WELDED BARS. 6. COLD- FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS. PROVIDE MINIMUM SECTION PROPERTIES INDICATED. ALL COLD- FORMED STEEL FRAMING SHALL CONFORM TO THE A.I.S.S. "SPECIFICATION FOR THE DESIGN OF COLD- FORMED STEEL STRUCTURAL MEMBERS." 7. BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS (3/4" DIA.) AND SHALL HAVE A MINIMUM OF TWO BOLTS UNLESS NOTED OTHERWISE. 8. NON- STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8" DIA. ASTM A307 BOLTS UNLESS NOTED OTHERWISE. 9. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE DESIGN & CONSTRUCTION SPECIFICATION AND IN ACCORDANCE WITH ASTM A36 UNLESS NOTED OTHERWISE. 10. ALL WELDS TO BE 1/4" FILLET UNLESS NOTED OTHERWISE. 11. TOUCH UP ALL FIELD DRILLING AND WELDING WITH 2 COATS OF GALVACON (ZINC RICH PAINT) OR APPROVED EQUAL. TOWER /POLE NOTES: 1. VERIFICATION THAT THE EXISTING APPLICABLE BUILDING, TOWER, POLE OR WATER TANK CAN SUPPORT THE PROPOSED ANTENNA LOADING SHALL BE PERFORMED BY A REGISTERED STRUCTURAL ENGINEER. 2. PROVIDE SUPPORTS FOR THE ANTENNA COAX CABLES TO THE ELEVATION OF ALL INITIAL AND FUTURE ANTENNAS. ANTENNA COAX CABLES ARE TO BE SUPPORTED AND RESTRAINED AT THE CENTERS SUITABLE TO THE MANUFACTURER'S REQUIREMENTS. ABBREVIATED ROOF TOP SAFETY PROCEDURES (WHEN APPLICABLE): (AS PER "ACCIDENT PREVENTION PROGRAM" - BY PERMISSION OF WREN CONSTRUCTION, INC. - 03/01/99) FALL PROTECTION METHODS AND EQUIPMENT ROOF TOP INSTALLATIONS 1. FOR WORK IS BEING PERFORMED WITHIN 25' OF AN UNPROTECTED ROOF EDGE, THE CONSTRUCTION SUPERVISOR SHALL DESIGNATE A TRAINED SAFETY MONITOR TO OBSERVE THE MOVEMENTS AND ACTIVITIES OF THE CONSTRUCTION WORKERS. 2. SAFETY MONITOR SHALL WARN CONSTRUCTION WORKERS OF HAZARDS (LE., BACKING UP TOWARD A ROOF EDGE, ETC.) OR UNSAFE ACTIVITIES. THE SAFETY MONITOR MUST BE ON THE SAME ROOF AND WITHIN VISUAL AND VERBAL DISTANCE OF THE CONSTRUCTION WORKERS. 3. CONSTRUCTION INVOLVING WORKERS TO APPROACH WITHIN 6' OR LESS OF AN UNPROTECTED ROOF EDGE, REQUIRES WORKERS TO USE SAFETY LINE. 4. SAFETY LINE SHALL BE MINIMUM 36" DIAMETER NYLON, WITH A NOMINAL TENSILE STRENGTH OF 5400 LBS. 5. SAFETY LINE SHALL BE ATTACHED TO A SUBSTANTIAL MEMBER OF THE STRUCTURE. 6. SAFETY LINE LENGTH SHALL BE SET ALLOWING CONSTRUCTION WORKER TO REACH EDGE OF ROOF, BUT NOT BEYOND. 7. SAFETY BELTS SHALL BE WORN BY ALL CONSTRUCTION WORKERS. 8. MONTHLY SAFETY INSPECTION AND MAINTENANCE OF THE FALL PROTECTION EQUIPMENT SHALL OCCUR BY THE SAFETY COMMITTEE REPRESENTATIVES, INCLUDING: INSPECTION OF CONSTRUCTION AREA FOR HAZARDS USE OF AN INSPECTION CHECKLIST INTERVIEWING COWORKERS REGARDING SAFETY CONCERNS REPORTING AND DOCUMENTING ANY HAZARDS REPORTING HAZARDS TO THE SAFETY COMMITTEE FOR CONSIDERATION POSTING RESULTS OF INSPECTION AND ANY ACTION TAKEN RECEIVING AN UNBIASED REVIEW OF ONE'S OWN WORK AREA BY ANOTHER COWORKER SAFETY REPRESENTATIVE REFER TO ROOFTOP WORK AREA SAFETY PROTOCOL NATIONAL ASSOCIATION OF TOWER ERECTORS 2009 PUBLICATION REFERENCED OSHA REGULATION /STANDARDS SHALL BE REVIEWED BY TOWER ERECTORS, EQUIPMENT INSTALLERS, AND TOWER /ROOF TOP CONTRACTORS /SUBCONTRACTORS 29 CFR 1926.500 - SCOPE, APPLICATION, AND DEFINITIONS 29 CFR 1926.501 - DUTY TO HAVE FALL PROTECTION 19 CFR 1926.502 - FALL PROTECTION SYSTEMS CRITERIA AND PRACTICES SPECIAL INSPECTIONS REQUIRED: SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION CONCRETE OVER 2400 PSI (5) SACK MIX) AT 28 DAYS CONCRETE PLACEMENT AT SLAB ON GRADE WRITTEN CERTIFICATION FOR PROPER PLACEMENT OF REINFORCEMENTS AT SLAB ON GRADE FOUNDATION EXCAVATION AND FILL INCLUDING UTILITY TRENCHES CERTIFICATION OF BUILDING PAD, FOUNDATION AND FILL BY THE GEOTECHNICAL ENGINEER OF THE RECORD SYIV BOLS: E GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE CENTERLINE PROPERTY /LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR TELEPHONE CONDUIT ELECTRICAL CONDUIT COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS • J GROUT OR PLASTER (E) BRICK rl/: fjlll7Z7_ J (E) MASONRY CONCRETE 'Vint EARTH Ii l _- " `;l GRAVEL T' /i IL z %2 PLYWOOD j SAND WOOD CONTINUOUS WOOD BLOCKING r Z {1//' //7//_/_//1 ice STEEL \r, NEW EXISTING ,J NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR • MECHANICAL GRND. CONN. ❑ VERIFICATIONS OF MILL REPORT n IDENTIFICATION OF STEEL AND AT JOB SITE 11 ADHESIVE BOLTS IN CONCRETE OR MASONRY ❑ ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE ❑ HIGH STRENGTH BOLTING SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED AND SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. CADWELD GROUND ACCESS WELL ELECTRIC BOX TELEPHONE BOX LIGHT POLE FND. MONUMENT SPOT ELEVATION SET POINT REVISION REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2012 City of Tukwila BUILDING DIVISION n SPRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY n PRESTRESSED CONCRETE ❑ ALL FIELD WELDING ❑ REINFORCING PLACEMENT [1 DESIGNER SPECIFIED (SEE SHEET #__) ❑ OTHER RECEIVED MAY 112012 PERMIT CENTER THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. RICHARD :. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 w INTERURBAN AVE S O O d TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G -2 / / / ADJACENT ZONING C /L1 AT &T TO MODIFY EXISTING UNSTAFFED TELECOMMUNICATION FACILITY BY ADDING (3) PROPOSED LTE PANEL ANTENNAS (1) PER SECTOR, (6) PROPOSED RRH UNITS (2) PER LTE PANEL ANTENNA, (1) PROPOSED RAYCAP SQUID MOUNTED AT EXISTING ANTENNA LEVEL, (1) PROPOSED GPS ANTENNA MOUNTED NEAR EXISTING GPS ANTENNA AND PROPOSED LTE LUCENT BACK PACK MOUNTED AT EXISTING ARGUS TE43 CABINET LOCATED WITHIN EXISTING AT &T COMPOUND 24 "x36" SCALE: 1" = 50' -0" 11"x17" SCALE: 1" = 100' —0" 50' 25 0" 50' S LEGEND OHP OHP .F ,_Jr w ss SD OHT OHT w w ss SD SUBJECT BOUNDARY LINE RIGHT —OF —WAY CENTERLINE RIGHT —OF —WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OVERHEAD POWER LINE BURIED POWER LINE BURIED GAS LINE OVERHEAD TELEPHONE LINE BURIED TELEPHONE LINE w BURIED WATER LINE ss BURIED SANITARY SEWER SD BURIED STORM DRAIN DITCH LINE /FLOW LINE — x —x —x —x x — x —x —x —x 0 P TRANSFORMER LIGHT STANDARD POWER VAULT UTILITY BOX UTILITY POLE C POLE GUY WIRE 0 T GAS VALVE GAS METER TELEPHONE VAULT TELEPHONE RISER PARCEL NUMBER(S): 0003000115 ROCK RETAINING WALL VEGETATION LINE CHAIN LINK FENCE WOOD FENCE x BARBED WIRE /WIRE FENCE - 9- FIRE HYDRANT N GATE VALVE ® WATER METER • FIRE STAND PIPE ❑ CATCH BASIN, TYPE I • CATCH BASIN, TYPE II - SIGN BOLLARD MAIL BOX 0 234.21 SPOT ELEVATION LEGAL DESCRIPTION: POR FOSTER STEPHEN D C #38 BEG N 81 -44 -15 E 199.17FT FR A HUB AT END OF CURVE ON CENT LN OF DUWAMISH — RENTON JUNC RD SD HUB BEING APPROX N 1200FT & W440FT FR 1/4 CORBET SECS 14 & 15 TWP 23 R 4TH S 49 -24 -00 E PLT & 150FT DIST FR & AT R/A TO C/L OF ABOVE SD RD DIST 835E7 TO POB & BEARS N 40 -01 -05 W DIST 920. 15FT FR HUB AT PT OF NXN OF CURVE ON C/L OF SD DUWAMISH — RENTON JUNC RD SD PT OF NXN BEING APPROX 1000FT E & 20FT S OF 1/4 COR BTWN SEC 14 & 15 TH N 49 -24 -00 W 151.33E7 TO SLY MGN OF PRIMARY ST HWY NO 1 S 178TH ST TO S 126TH ST THN 14 -43 -00 E 251.31F7 TO R/W MARKER AT ANGLE PT THN 18 -58 -00 E 161.88FT TO R/W MARKER AT ANGLE PT THN 28 -43 -00 E 95FT TO R/W MARKER AT ANGLE PT THN 40 -52 -00 E 77.72F7 TO R/W MARKER AT ANGLE PT THS 49 -08 -00 E 50.81 FT THS 21 -08 -30 W 189.15FT THS 14- 18 —OOW 210.49E7 THS 4 -11 -00 W 223.47FT TO TPOB TGW 20E7 STRIP LY SLY OF & ADJ TO ABOVE DESC PARCEL REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 0 7 2012 City of Tukwila BUILDING DIVISION North to be determined by site survey (if possible). NOTE: ALL NEW LTE ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING VICINITY MAP THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. RECEIVED MAY 112012 PERMIT CENTER OVERALL SITE PLAN i at &t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 RICHARD = ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 z 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE OVERALL SITE PLAN SHEET NUMBER A -1 EXISTING AT &T CONCRETED SLAB EXISTING AT &T STEP -DOWN TRANSFORMER EXISTING AT &T UMTS CABINET EXISTING AT &T CHAIN -LINK FENCE WITH GATE EXISTING BUILDING EXISTING AT &T ARGUS PPC EXISTING AT &T GSM CABINET EXISTING AT &T GSM PANEL ANTENNA (TYP OF (1) PER SECTOR) TO BE REMOVED AND RELOCATED EXISTING AT &T BBU CABINET EXISTING AT &T GPS ANTENNA TO REMAIN EXISTING AT &T FIBER JUNCTION BOX MOUNTED AT EXISTING H -FRAME EXISTING AT &T MHA'S (TYP. OF 6 (2 PER UMTS PANEL ANTENNA) TO REMAIN EXISTING AT &T METER /UTILITY RACK MOUNTED AT WALL EXISTING AT &T (3) TMA'S (1 PER GSM PANEL ANTENNA) TO BE RELOCATED EXISTING AT &T ARGUS TE43 CABINET EXISTING AT &T UMTS PANEL ANTENNA (TYP OF (1) PER SECTOR) TO REMAIN EXISTING AT &T GSM PANEL ANTENNA (TYP OF (1) PER SECTOR) TO REMAIN EXISTING AT &T (3) TMA'S (1 PER GSM PANEL ANTENNA) TO REMAIN REVIEWED FOR CODE COMPLIANCE APPROVED JUN 07 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER North to be determined by site survey if possible). 24 "x36" SCALE: 3/4" = 1' -0" 11"x17" SCALE: 3/8" = 1' -0" 1' 6" 0" 1' THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. EXISTING ENLARGED SITE PLAN 1 at &t Your world. Delivered. at r se, ,r r r itt ru 1 PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT `' RICHARD ; . ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08!20113 0 z w INTERURBAN AVE S 0 0 V) TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR ANAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING ENLARGED SITE PLAN SHEET NUMBER A -2 EXISTING AT &T CONCRETED SLAB EXISTING AT &T STEP -DOWN TRANSFORMER EXISTING AT &T UMTS CABINET EXISTING AT &T GPS ANTENNA TO REMAIN PROPOSED AT &T GPS ANTENNA EXISTING AT &T FIBER JUNCTION BOX MOUNTED AT EXISTING H -FRAME EXISTING AT &T MHA'S (TYP. OF 6 (2 PER EXITING UMTS PANEL ANTENNA) TO REMAIN EXISTING AT &T METER /UTILITY RACK MOUNTED AT WALL RELOCATED EXISTING AT &T (3) TMA'S (1 PER GSM PANEL ANTENNA) PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING MOUNTING ATTACHMENT (TYP OF 3 (1) PER SECTOR) PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING MOUNTING ATTACHMENT (TYP OF 3 (1) PER SECTOR) EXISTING AT &T CHAIN -LINK FENCE WITH GATE EXISTING BUILDING EXISTING AT &T ARGUS PPC EXISTING AT &T GSM CABINET EXISTING AT &T BBU CABINET RELOCATED AT &T GSM PANEL ANTENNA (TYP OF (1) PER SECTOR) EXISTING AT &T ARGUS TE43 CABINET PROPOSED LTE LUCENT BACK PACK EQUIPMENT MOUNTED WITHIN EXISTING TE43 CABINET EXISTING AT &T UMTS PANEL ANTENNA (TYP OF (1) PER SECTOR) TO REMAIN PROPOSED AT &T (2) DC RUNS AND (1) FIBER RUN ROUTED WITH EXISTING COAX (FIELD VERIFY) PROPOSED AT &T (1) RAYCAP SQUID MOUNTED NEAR ANTENNA LEVEL ON AN EXISTING MONOPOLE EXISTING AT &T GSM PANEL ANTENNA (TYP OF (1) PER SECTOR) TO REMAIN EXISTING AT &T (3) TMA'S (1 PER GSM PANEL ANTENNA) TO REMAIN PROPOSED AT &T LTE PANEL ANTENNAS (TYP OF 3 (1) PER SECTOR) N)-. 1(0( NOTE: ALL NEW LTE ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 0 7 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER North to be determined by site survey if possible). 24 "x36" SCALE: 3/4" = 1 ' -0" 11"x17" SCALE: 3/8" = 1' -0" 1' 6" 0" 1' PROPOSED ENLARGED SITE PLAN 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC VSATERICHARD'= . HALL OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120113 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE PROPOSED ENLARGED SITE PLAN SHEET NUMBER A -3 NOTE: ALL NEW LTE ANTENNAS, EQUIPMENT AND MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING RELOCATED EXISTING AT &T (3) TMA'S (1 PER GSM PANEL ANTENNA) RELOCATED AT &T GSM PANEL ANTENNA (TYP OF (1) PER SECTOR) EXISTING AT &T UMTS PANEL ANTENNA (TYP OF (1) PER SECTOR) TO REMAIN EXISTING AT &T GSM PANEL ANTENNA (TYP OF (1) PER SECTOR) TO REMAIN PROPOSED AT &T (1) RAYCAP SQUID MOUNTED NEAR ANTENNA LEVEL ON AN EXISTING MONOPOLE PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING MOUNTING ATTACHMENT (TYP OF 3 (1) PER SECTOR) PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING MOUNTING ATTACHMENT (TYP OF 3 (1) PER SECTOR) PROPOSED AT &T LTE PANEL ANTENNAS (TYP OF 3 (1) PER SECTOR) EXISTING AT &T MHA'S (TYP. OF 6 (2 PER EXITING UMTS PANEL ANTENNA) TO REMAIN EXISTING AT &T (3) TMA'S (1 PER GSM PANEL ANTENNA) TO REMAIN PROPOSED AT &T (2) DC RUNS AND (1) FIBER RUN ROUTED WITH EXISTING COAX (FIELD VERIFY) EXISTING BUILDING EXISTING AT &T 14"0 STEEL PIPE PROPOSED AT &T LTE LUCENT BACK PACK EQUIPMENT MOUNTED TO EXISTING TE43 CABINET PROPOSED AT &T GPS ANTENNA of C© EXISTING AT &T GPS ANTENNA TO REMAIN EXISTING AT &T CHAIN -LINK FENCE 24 "x36" SCALE: 3/16" = 1' -0" 11"x17" SCALE: 3/32" = 1 ' -0" EXISTING AT &T UMTS PANEL ANTENNA (TYP OF (1) PER SECTOR) TO REMAIN EXISTING AT &T GSM PANEL ANTENNA (TYP OF (1) PER SECTOR) TO REMAIN EXISTING AT &T MHA'S (TYP. OF 6 (2 PER EXITING UMTS PANEL ANTENNA) TO REMAIN EXISTING AT &T (3) TMA'S (1 PER GSM PANEL ANTENNA) TO REMAIN EXISTING BUILDING AT &T GSM PANEL ANTENNA (TYP OF (1) PER SECTOR) TO BE REMOVED AND RELOCATED EXISTING AT &T (3) TMA'S (1 PER GSM PANEL ANTENNA) TO BE RELOCATED EXISTING AT &T 14"95 STEEL PIPE EXISTING AT &T TE43 CABINET EXISTING AT &T GPS ANTENNA TO REMAIN EXISTING AT &T CHAIN -LINK FENCE f® Eje ®1 o] \. X- -.f- it At 10 f- T2 RAD CENTER OF EXISTING AT &T PANEL ANTENNAS 0 TOP OF EXISTING AT &T STEEL PIPE REVIEWED FOR CODE COMPLIANCE APPROVED !JUN 0 7 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER 4' 2' 0" 4' PROPOSED WEST ELEVATION 24 "x36" SCALE: 3/16" = 1' -0" 11"x17" SCALE: 3/32" = 1' -0" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 4' 2' 0" 4' EXISTING WEST ELEVATION i 8828 REGISTERED ARCHITECT RICHARD = . HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120113 O z w 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE XISTING & PROPOSED NORTH EAST ELEVATIONS SHEET NUMBER A -4 MANUFACTURER: ALCATEL— LUCENT MODEL: LTE 9412 eNodeB COMPACT ENCLOSURE HEIGHT: 31" WIDTH: 20" DEPTH: 24" WEIGHT: 143 LBS D2Uv3ph3 BBU (2U) (SEE DETAIL 3, THIS SHEET) USER SPACE (2U) (200W MAX) eAM ALARM MODULE (1/2U) FAN TRAY SIDE (DOOR OPEN FRESH AIR FILTER NOTE: USER EQUIPMENT POWERED VIA SINGLE INPUT FEED CPRI DC SWITCH PANEL (FOR d2U) (1U) PDP —B (1U) TOP FRONT THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. LTE 9412 eNodeB DETAIL 24 "x36" SCALE: 1"=-1'--0" 1 1 "x 17" SCALE: 1/2"=1'-0" REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER NOT USED 24 "x36" SCALE: NOT TO SCALE 1 1 1 "x 1 7" SCALE: NOT TO SCALE at &t Your world. Delivered. 0 E A A re c PACIFIC TELECOM SERVICES, LLC RICHARD= HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 z rTl 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A _05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE CONSTRUCTION DETAILS SHEET NUMBER A -5 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. arc PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT A HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE EXISTING ANTENNA CONFIGURATION AND SCHEDULE INITIAL A PROPOSED ANTENNA CONFIGURATION AND SCHEDULE ISSUED FOR PCD REVIEW SECTOR X AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC• TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED SECTOR X AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 850 165' 42' -0" 2 KATHREIN 742 -265 4= 2 0• YES NONE 2 7/8" 68' -0" NO GSM 850 165' 42' -0" 2 KATHREIN 742 -265 4' 0• YES NONE 2 7/8" 68' -0" NO GSM 1900 YES (2) 112-71/2 2 7/8" 68' -0" NO GSM 1900(OFF) 2' YES (2) 112-71/2 2 7/8" 68' -O" NO UMTS 850 165' 42 -0 1 KATHREIN 742 -265 5' 0' YES NONE 2 7/8 68'-0" YES U8 U9) UMTS 850 165' 42 -0 1 KATHREIN 742 -265 5' 0' YES NONE 2 �� 7/8 �� 68 -0 YES (U8 U9) UMTS 1900 2' YES (2) 21401 UMTS 1900 2' YES (2) 21401 SECTOR Y AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED LTE 700 140' 42' -O" 1 KMW Awl- X- CD- 16- 65- 00T-RET 2' 0' YES - 0 FIBER O'-O" NO SECTOR Y AZIMUTH RADCENTER ANTENNAS NUMBER OF VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX CO's COAX LENGTH DIPLEXED GSM 850 270' 42' -0" 2 KATHREIN 742 -265 4' 0' YES NONE 2 7/8" 68' -0" NO GSM 1900 2' YES (2) 112-71/2 2 7/8" 68' -0" NO GSM 850 270' 42' -0" 2 KATHREIN 742 -265 4' 0' YES NONE 2 7/8" 68' -0" NO UMTS 850 270' 42' -0" 1 KATHREIN 742 -265 0' 0' YES NONE 2 7/8" 68' -0" YES U8 U9) GSM 1900(OFF) 2' YES (2) 112-71/2 2 7/8" 68' -0" NO UMTS 1900 0' YES (2) 21401 UMTS 850 270' 42' -0" 1 KATHREIN 742 -265 0' 0' YES NONE 2 7/8" 68' -O" YES (U8 U9) SECTOR Z AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED UMTS 1900 0' YES (2) 21401 LTE 700 265' 42' -0" 1 KMW Awl- X- CD- 16- 65- 00T -RET 13' 2' YES - 0 FIBER 0' -0" NO GSM 850 30' 42' -0" 2 KATHREIN 742 -265 4' 0' YES NONE 2 7/8" 68' -O" NO SECTOR Z AZIMUTH RADCENTER ANTENNAS NUMBER OF VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED GSM 1900 2' YES (2) 1 12 -71 /2 2 7/8" 68' -0" NO UMTS 850 30' 42' -O" 1 KATHREIN 742 -265 T 0. YES NONE 2 7/8" 68' -O" YES (U8 U9) GSM 850 30' 42' -O" 2 KATHREIN 742 -265 4' O' YES NONE 2 7/8" 68' -0" NO UMTS 1900 4' YES (2) 21401 GSM 1900(OFF) 2' YES (2) 112-71/2 2 7/8" 68' -0" NO UMTS 850 30' 42' -0" 1 KATHREIN 742 -265 7' 0. YES NONE 2 7/8" 68' -0" YES (U8 U9) UMTS 1900 4' YES (2) 21401 LTE 700 30' 42' -0" 1 KMW AU- X- CD- 16- 65- 00T -RET 1 V 2' YES - 0 FIBER 0' -O" NO NOTES: * DO NOT USE COAX LENGTHS FOR CUT LENGTHS: ESTIMATES ONLY * CONFIRM THAT GENERAL CONTRACTOR IS USING LATEST VERSION OF RFDS. .5 PROPOSED AT &T LTE PANEL ANTENNA PROPOSED AT &T AWS RRH EXISTING AT &T GSM ANTENNA TO BE REMOVED AND RELOCATED EXISTING AT &T GSM PANEL Ai. UNIT MOUNTED TO EXISTING •A0 MOUNTING ATTACHMENT 4/ PROPOSED AT &T 700MHz EXISTING AT &T GSM PANEL �") RRH UNIT MOUNTED TO ANTENNA TO REMAIN EXISTING MOUNTING ANTENNA TO REMAIN EXISTING AT &T UMTS PANEL ANTENNA TO REMAIN ♦' R ATTACHMENT ~j EXISTING AT &T UMTS PANEL ANTENNA TO REMAIN ! RELOCATED EXISTING : �'� AT &T GSM ANTENNA X^ " ' `+0 ■ ) IOW OA 4 co 4/ � , AerfolitZlai 44:4100/14.4116"" /// IOW IC 1,c‘o Gib _J Q EXISTING AT &T UMTS PANEL Co • ci „o ANTENNA TO REMAIN ”' <GSMC& „ EXISTING AT &T UMTS CSECTOR 'Y PANEL TO GSM & UMTS CD ) REMAINANTENNA 270' AZIMUTH PROPOSED AT &T (1) RAYCAP SQUID MOUNTED NEAR ANTENNA / I U S I' 270' AZIMUTH I i LEVEL ON AN EXISTING MONOPOLE Illy " °ter :� I RELOCATED EXISTING / \ `°a.= I / EXISTING AT &T GSM PANEL ANTENNA TO REMAIN ill \ � I♦ (. i `` 1� • ", \� `.; i I EXISTING AT &T GSM ANTENNA i AT &T GSM ANTENNA PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING MOUNTING ATTACHMENT EXISTING AT &T GSM PANEL ANTENNA TO REMAIN ' `.: ,♦ 1� ; I I 1 I !`C� ' X , ,� , ,,, ;. L ®� ` , a r, ♦ �, I �ar 1 tg , ,,,,� .7i tai ���� A� -- � _ �/ >r p �� � ill1W� �0 ��1 1 • PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING MOUNTING NT r O ATTACHMENT `� qtr/ � —it PROPOSED AT &T LTE �� ®� r1— G� '/ l ill• d \� / 1, TO BE RELOCATED C,ci 0/1°1 , °$ °�._-' o EXISTING AT &T GSM d� ANTENNA TO BE ,� ��, 5 r REVEVD FOR RELOCATED y� o N CODE COMPLIANCE '° ' i _ c ,,;Z APPRdVED t. -4 ' Z I,UN �,�f�jZ j EXISTING AT &T UMTS Crl�j( of ukwjl21 PANEL ANTENNA .� .� . F 0 /', PROPOSED AT &T LTE o .. cn �/I ° ��, �, PANEL ANTENNA ��►', y4� o C PROPOSED AT &T AWS c ,Z+ SECTOR "'(" LTE _ �` cn RRH UNIT MOUNTED TO 265' AZIMUTH y EXISTING MOUNTING j ATTACHMENT PROPOSED AT &T 700MHz RRH UNIT EXISTING AT&T UMTS ANTENNA TO REMAIN PANEL PANEL ANTENNA TO REMAIN BUILDING DIVISION RECEIVED EXISTING AT &T GSM PANEL MAY 112012 MOUNTING ATTACHMENT EXISTING AT &T GSM PANEL ANTENNA TO REMAIN )... 4).., PRMT CENTER ( ANTENNA TO REMAIN RELOCATED EXISTING AT &T GSM ANTENNA 24::x36: SCALE: 3/" 1' -0„ 2 24 "x36" SCALE: 3/4" = 1' -0" EXISTING ANTENNA CONFIGURATION 1 _ PROPOSED ANTENNA CONFIGURATION 11"x17" SCALE: 3/8 8 1'-0" 1 6 0 1 11"x17" SCALE: 3/8" = 1' -0" 1' " " 6 0 1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. arc PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT A HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 700MHz & AWS RADIOS (2) DC POWER RUN (1) FIBER RUN DC POWER BUS DC6- 48 -60 —RM RACK MOUNTED SURGE PROTECTION BTS 1 DC6- 48- 60 -18 -8F SQUID SURGE PROTECTOR FIBER /DC SCHEMATIC 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE AT &T GPS ANTENNA 1 7/8" O.D. PIPE NOTES: SITE PRO 1 PIPE TO PIPE CLAMP SET (PART# ACP08K) 1. LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN SKY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. GPS MOUNTING DETAIL 24 "x36" SCALE: 1"=1'— 11 "x 17" SCALE: 1/2"= MANUFACTURER: KMW COMMUNICATIONS MODEL: AM— X— CD- 16- 65— OOT —RET (72 ") WEIGHT: 48.5 LBS DIMENSIONS: 11.8" X 5.9" X 72.0" FREQUENCY: REFER TO RF DATA SHEET 11.8 TOP RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP BOTTOM MECHANICAL DOWNTI LT BRACKET 11.8 5.9 FRONT SIDE KMW ANTENNA SPECIFICATIONS 24 "x36" SCALE: 3/4 " =1' -0" 11"x17" SCALE: 3/8 " =1 '-0" 4 NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS LtidL��dlJ6,�JL_� Lj T grimo 12.2" co 0 0 N FRONT SOLAR SHIELD RRH MOUNTING BRACKETS MANUFACTURER: ALCATEL— LUCENT MODEL: 9442 RRH 700MHz_15.5 (Lower Band) HEIGHT: 21" WIDTH: 12.2" DEPTH: 10.8" WEIGHT: 51 LBS NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS TOP 10.6" N ISO VIEW MANUFACTURER: ALCATEL— LUCENT MODEL: 9442 RRH AWS HEIGHT: 24.4" WIDTH: 10.6" DEPTH: 6.7" WEIGHT: 43 LBS RRH 700MHZ DETAIL RRH AWS DETAIL 24 "x36" SCALE: 1 1/2"=1'-0 3 24 "x36" SCALE: 1 1/2"=1'-0 11"x11" SCAT F: 314 " =1' -0" 11"x17" SCAI E:_ 314 " =1' -0" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. ELEVATION MONOPOLE 1 7/8"0 PIPE INCLUDED IN MOUNTING KIT ( #B1841) RAYCAP "SQUID" DC SURGE PROTECTOR STANDOFF SS BANDING PLAN MONOPOLE STANDOFF SS BANDING 1 7/8"0 PIPE INCLUDED IN MOUNTING KIT ( #B1841) RAYCAP "SQUID" DC SURGE PROTECTOR RAYCAP SQUID MOUNTING 24 "x36" SCALE: 1"=1'-0' 1"x17" SCALE: 1/2"= ' —O" i MOUNTING PIPE 11.0" r z 0 ( 1 0 N 1 °0 °0 BEI RE BB EBBS -.EE EE88 E8 BB H °o oho 18.0" MOUNT RAYCAP "SQUID" DC SURGE PROTECTOR NOTE: TO BE INSTALLED WITHIN 6 FEET OF RADIO UNIT REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 07 2012 City of Tukwila BUILDING DIVISION MANUFACTURER: RAYCAP MODEL: DC6- 48- 60 -18 -8F "SQUID" t)()-0,- Ill MOUNTING BRACKET BY MANUFACTURER Ri_CEIVED MAY 112012 PERMIT CENTER RAYCAP SQUID DETAIL 24 "x36" SCALE: 1 1/2"=1'-0" 11"x17" SCALE: 3/4"=1'-0" lA at &t Your world. Delivered. WESTOVVER PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT RICHARD B. HALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 z w 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER RF -2 Step 04i k" R� O D � 450 kb EC IVED MAY 112012 PERMIT CENTER North to be determined by site survey (if possible). GROUNDING KEYED NOTES: 0 CAD WELD (TYP). SEE DETAIL 2/E -2. OEXISTING ANTENNA GROUND BUS BAR NEAR AT TOP OF TOWER WITH COAX GROUND KIT. SEE DETAIL 9/E -2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E -2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E -2 FOR COAX GROUNDING. EXISTING TOWER GROUND BUS BAR AT BASE OF TOWER. SEE O DETAIL 9/E -2 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E -2 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E -2 FOR COAX GROUNDING. 6-4-). #6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. 5 EXISTING GROUND FROM ANTENNA GROUND BUS BAR TO TOWER GROUND BUS BAR (TYP OF (2) PLACES). SEE DETAIL 7/E -2. O 6 6 AWG AWS RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. 7 #6 AWG 700 RRH UNIT GROUND TO ANTENNA GROUND BUS BAR (TYP OF 3) SEE DETAIL 5/E -2. 8 AWG RAYCAP SQUID GROUND TO ANTENNA GROUND BUS BAR ty6 P OF 3) SEE DETAIL 5/E -2. O #6 AWG LTE EQUIPMENT CABINET TO TIE INTO EXISTING SYSTEM 9 GROUND RING. 10 #6 AWG GPS GROUND TO TIE INTO EXISTING SYSTEM GROUND RING. GROUNDING NOTES & LEGEND GENERAL GROUNDING NOTES 1. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE SPECIFIC CONDITIONS. 2. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND OTHER METALLIC COMPONENTS USING GROUND WIRES AND CONNECT TO SURFACE MOUNTED BUS BARS. FOLLOW ANTENNA AND BTS MANUFACTURERS PRACTICES FOR GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH ENDS AND EXIT FROM TOWER OR POLE USING MFR'S PRACTICES. 3. ALL GROUND CONNECTIONS SHALL BE CADWELD. ALL WIRES SHALL BE COPPER THHN /THWN. ALL GROUND WIRE SHALL BE GREEN INSULATED WIRE ABOVE GROUND. 4. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. GROUNDING AND OTHER OPERATIONAL TESTING WILL BE WITNESSED BY AT &T WIRELESS, LLC. REPRESENTATIVE. 5. REFER TO DIVISION 16 GENERAL ELECTRIC; GENERAL ELECTRICAL PROVISION AND COMPLY WITH ALL REQUIREMENTS OF GROUNDING STANDARDS. 6. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF GROUNDING SYSTEM, AND RECEIVE APPROVAL OF DESIGN BY AUTHORIZED AT &T MOBILITY REPRESENTATIVE, PRIOR TO INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT ALL CADWELDS AND GROUND RING 7. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. SYMBOL DESCRIPTION SYMBOL DESCRIPTION GROUNDING ROD NOTES 24 "x36" SCALE: 3/4" = 1' -0" 11"x17" SCALE: 3/8" = 1' -0" 1' 6" 0" 1' SCHEMATIC GROUNDING PLAN 1 ® COPPER GROUND ROD CADWELD CONNECTION SIDE SPLICE CADWELD FIELD VERIFY & TIE INTO TEST WELL GROUND BAR EXISTING GROUNDING SYSTEM (WHERE APPLICABLE) ELECTRICAL CONTRACTOR SHALL ORDER GROUND RESISTANCE TESTING ONCE THE GROUND SYSTEM HAS BEEN INSTALLED; A QUALIFIED INDIVIDUAL, UTILIZING THE FALL OF POTENTIAL METHOD, SHOULD PERFORM THE TEST. THE REPORT WILL SHOW THE LOCATION OF THE TEST AND CONTAIN NO LESS THAN 9 TEST POINTS ALONG THE TESTING LINE, GRAPHED OUT TO SHOW THE PLATEAU. 2 POINT GROUND TEST OR 3 POINT 62% TESTS WILL NOT BE ACCEPTED AS ALTERNATIVES TO THE AFORE MENTIONED GROUND TESTS. TEST SHALL BE PERFORMED WHILE THE COUNTERPOISE IS ISOLATED FROM THE A/C SYSTEM GRIDS AND EXISTING COMMUNICATIONS FACILITY. THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT \.SATE ICHARD ALL OF WASHINGTON I EXPIRATION DATE OF THE LICENSE: 08120113 0 1-0 z w 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E -1 THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. i ,£ PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT \.....:CHARD B.1 ALL SATE OF WASHINGTON I EXPIRATION DATE OF THE LICENSE: 08/20/13 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A NOT USED 12 NOT USED 15 NOT USED 14 NOT USED 13 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE NEW COAXIAL GROUND KITS W/ LONG BARREL NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE -GL) O "x 24 "x 1/4" thk COPPER GROUND / NEW 4 BAR. INSTALLED BY GENERAL CONTRACTOR 0 0 0 0 O 0 0 0 0 0 % % 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °°° 0 0 0 0 0 0 0 0 O O 24" / / FIELD VERIFY BARE TINNED COPPER #2 SOLID 9 NOT USED 11 NOT USED 24 "x36" SCALE: NOT TO SCALE 11'x17 SCALE: NOT TO SCALE l0 WIRE CADWELD (TYPE -GL) GROUND BAR 24"x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE #6 AWG FROM ANTENNA (TYPICALLY) TO ANTENNAS CABLE GROUND KIT ANTENNA CABLE \ N o 12" TO 24" 120 t MAX. COPPER GROUND -, ,,. RX2 TX1 /RX1 WEATHERPROOFING BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER ,,,. ,---„. �►t �►t KIT (TYP.) ! i WEATHERPROOFING KIT COAX JUMPER m 1 >. ! GROUND KIT (TYP.) ( \/ V \/ \ / \/ \ / \ [ (TYP.) \_�� _/\_� O0 ���� O \� (SEE NOTE 3) (- 0 ��``--''�� 0000 ©000 �� C 1 CONNECTOR WEATHERPROOFING 1 ' CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO #6 AWG O OGROUND Loo KIT (TYP.) SEE NOTE 2; Pki ISOLATE FROM TOWER HALO #2 TO LOWER TOWER BUS BAR). SEE NOTE 1 & 2 ww/R CABLE CONNECTOR NOTES: \ *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO BUILDING SERVICE GROUND OR GROUND RING - ` . �� GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER /MONOPOLE ANTENNA CABLE TO BTS EQUIPMENT (TYP.) I I COPPER ANTENNA GROUND BAR, WITH INSULATORS. BONDED DIRECTLY TO TOP OF 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT, COLD SHRINK SHALL NOT BE USED. MONOPOLE OR UTILITY POLE TO GROUND RING NOTES: DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. WEATHER PROOFING SHALL BE TWO -PART TAPE KIT. COLD SHRINK SHALL NOT BE USED. NOTE: GROUND BARS AT BOTTOM OF TOWERS /MONOPOLES STRUCTURE SHALL ONLY USE EXOTHERMIC WELDS. CABLE GROUND KIT CONNECTION 6 GROUND CABLE CONNECTION NOT USED GROUND WIRE INSTALLATION 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 7 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 5 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 8 /442:9/3:4,9A7,,, olpp 0:1 /(10141040 Ctii �At 'r$o RECEIVED MAY 112012 PERMIT CENTER b1)...,..._ 1 (0 1 TYPE TA TYPE VN u . TYPE NC .......ftr -', TYPE SS it 0,4 TYPE VV rilr TYPE VS TYPE VB TYPE PT TYPE GT all 1 TYPE GY TYPE N„ ■ GR (;;) TYPE �;,� GL CADWELD GROUNDING CONNECTIONS NOT USED NOT USED 4 NOT USED 3 1 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 2 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. i ,£ PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT \.....:CHARD B.1 ALL SATE OF WASHINGTON I EXPIRATION DATE OF THE LICENSE: 08/20/13 13400 INTERURBAN AVE S TUKWILA, WA 98168 REVISIONS NO. DATE DESCRIPTION INITIAL A 05/20/11 ISSUED FOR PCD REVIEW AM 0 06/16/11 ISSUED FOR FINAL CONSTRUCTION NM 1 04/18/12 REVISED FOR FINAL CONSTRUCTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E -2 GENERAL STRUCTURAL NOTES (THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE PLANS) BUILDING CODE: 1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTIONS SHALL CONFORM TO THE SPECIFICATIONS SET FORTH IN THE 2009 INTERNATIONAL BUILDING CODE. DESIGN LOADING CRITERIA: 1. ROOF SNOW LOAD (PF) 1.1. SNOW IMPORTANCE FACTOR (IS) 2. BASIC WIND SPEED (V3S) 2.1. EXPOSURE CATEGORY 2.2. TOPOGRAPHIC FACTOR (KZT) 2.3. WIND IMPORTANCE FACTOR (IW) 3. SEISMIC DESIGN CATEGORY 3.1. SPECTRAL RESPONSE COEFFICIENT (SDS) 3.2. SPECTRAL RESPONSE COEFFICIENT (SDI) 3.3. SITE CLASS 3.4. COMPONENT RESPONSE FACTOR (RP) 3.5. COMPONENT AMPLIFICATION FACTOR (AP) 3.6. COMPONENT IMPORTANCE FACTOR (IP) 3.7. SEISMIC IMPORTANCE FACTOR (IE) 4. OCCUPANCY CATEGORY 25 PSF 1.0 85 MPH B 1.0 1.0 D 0.977 G 0.504 G D 2.5 1.0 1.0 1.0 I I OVERALL NOTES: 1. PLANS, SECTIONS, AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTH, OR FIT OF MATERIALS 2. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. DISCREPANCIES BETWEEN THE STRUCTURAL AND ARCHITECTURAL DRAWINGS SHALL BE REPORTED TO BOTH PARTIES PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY THE EXISTING STRUCTURE TO VERIFY DIMENSIONS, ELEVATIONS, FRAMING, ETC. WHICH AFFECT THE WORK SHOWN ON THE DRAWINGS BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK AND SHALL NOTIFY THE OWNER, ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. THE CONTRACTOR IN THE PROPER SEQUENCE SHALL PROVIDE SHORING AND TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THESE PLANS. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE SHORING AND BRACING ELEMENTS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH AND SAFETY DEFICIENCIES OF THE OWNER, CONTRACTOR OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT ALL EXISTING EQUIPMENT AND STRUCTURES. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE PROTECTION OF WORKERS, PUBLIC AND PRIVATE PROPERTY DURING CONSTRUCTION UP UNTIL COMPLETION OF WORK. 6. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. ANY SUBSTITUTIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS, AND SHOULD BE SIMILAR TO THOSE SHOWN. ALL SUBSTITUTIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 8. CONTRACTOR SHALL SUPPLY ALL ITEMS FOR ATTACHING MECHANICAL AND ELECTRICAL EQUIPMENT TO THE BUILDING STRUCTURE NOT SPECIFICALLY SHOWN IN THE STRUCTURAL DRAWINGS. CONNECTIONS SHALL BE ABLE TO RESIST ALL LOADS INCLUDING SEISMIC FORCES. COORDINATE THE ATTACHMENT AND LOCATIONS OF THE EQUIPMENT WITH THE STRUCTURAL ENGINEER PRIOR TO CONSTRUCTION. 9. PRINCIPAL OPENINGS ARE SHOWN ON THE DRAWINGS. SEE ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. CORROSION CONTROL: 1. ALL STRUCTURAL MEMBERS EXPOSED TO WEATHER SHALL HAVE CORROSION PROTECTION IN ACCORDANCE WITH THE REQUIREMENTS STATED IN THIS SECTION. 2. ALL STEEL MEMBERS AND GRATING SHALL BE HOT DIPPED GALVANIZED PER ASTM A123 3. ALL UNISTRUT MEMBERS SHALL BE HOT DIPPED GALVANIZED 4. ALL BOLTS AND FASTENERS SHALL BE EITHER TYPE 304 OR 316 STAINLESS STEEL OR HOT DIPPED GALVANIZED PER ASTM A153 OR ASTM B695 CLASS 50 (A490 BOLTS SHALL NOT BE HOT DIPPED GALVANIZED) 5. ALL STEEL MEMBER REPAIRS OF DAMAGED AREAS, WELDS, AUTHORIZED NON - GALVANIZED PARTS AND FIELD CUT SURFACES SHALL BE REPAIRED WITH (2) COATS OF A 95% ZINC RICH PAINT PER ASTM A780 (ZRC PREFERRED). 6. ALL WOOD MEMBERS IN CONTACT WITH CONCRETE OR MASONRY, EXPOSED TO SOIL OR WEATHER, SHALL BE PRESSURE TREATED PER SECTION 2304.1.11 OF THE CODE. PRESSURE TREATED WOOD SHALL MEET ALL REQUIREMENTS AS STATED IN SECTION 2303.1.8 OF THE CODE. TREATMENTS SHALL HAVE NO AMMONIA ADDED. 7. ALL WOOD SLEEPERS USED FOR ROOFTOP APPLICATIONS SHALL BE PRESSURE TREATED. 8. ALL FASTENERS ATTACHED TO TREATED LUMBER SHALL BE HOT - DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 PER SECTION 2304.9.5 OF THE CODE. 9. ALL SHEET STEEL CONNECTORS ATTACHED TO TREATED LUMBER SHALL BE HOT - DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A653. STRUCTURAL BOLTS /FASTENERS: 1. ALL BOLTED CONNECTIONS SHALL USE LOCK WASHERS. 2. FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES. 3. STEEL BOLTS SHALL BE ASTM A307 BOLTS WITH THREADS EXCLUDED FROM THE SHEAR PLANE. 4. STEEL U -BOLTS AND J -BOLTS WHERE SHOWN ON PLAN SHALL BE ASTM A36 OR ASTM A307 5. ALL STEEL BOLTS SHALL BE INSTALLED SNUG FIT UNTIL THE SECTION IS FULLY COMPACTED, AND THEN TIGHTENED FURTHER BY AISC - "TURN OF THE NUT", TIGHTENING SHALL PROGRESS SYSTEMATICALLY. BOLT LENGTHS UP TO AND INCLUDING FOUR DIAMETERS SHALL BE TENSIONED 1/3 TURN BEYOND SNUG FIT. BOLT LENGTHS OVER 4 DIAMETERS SHALL BE 1/2 TURN BEYOND SNUG FIT. BOLTS IN FRP MEMBERS SHALL BE HAND TIGHTENED PLUS 1/4 TURN 6. EXCEPT AS NOTED OTHERWISE, MINIMUM NAILING SHALL BE PROVIDED AS SPECIFIED IN TABLE NO. 2304.9.1 "FASTENING SCHEDULE" OF THE CODE. ALL NAILS SHALL BE COMMON TYPE AND MEET THE SPECIFICATIONS BELOW, UNLESS NOTED OTHERWISE. IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL. PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. SIZE LENGTH DIAMETER 8.1. 6D 2" 0.113" 8.2. 8D 2 -1/2" 0.131" 8.3. 10D 3" 0.148" 8.4. 12D 3 -1/4" 0.148" 8.5. 16D 3 -1/2" 0.146" 9. LAG BOLTS SHALL BE THE SIZE AND DIAMETER AS INDICATED ON THE STRUCTURAL PLANS. LEAD HOLES FOR LAG BOLTS SHALL BE DRILLED IN ACCORDANCE WITH SECTION 11.1.3 OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. LEAD HOLES ARE NOT REQUIRED FOR 3/8 "0 AND SMALLER LAG SCREWS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. STRUCTURAL STEEL: 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATION STEEL CONSTRUCTION MANUAL - 2005 13TH EDITION AND THE "CODE OF STANDARD PRACTICE ", 2005. 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES: 2.1. ALL THREAD RODS ASTM A36 3. ALL 'UNISTRUT CHANNELS SHALL BE 1 5/8" P1000 T CHANNELS, 33 KSI MIN YIELD STRENGTH. STRUCTURAL WOOD FRAMING: 1. ALL WOOD MEMBERS SHALL BE IN COMPLIANCE WITH AND SHALL HAVE THE DESIGN PROPERTIES AS LISTED IN THE 2005 NDS FOR WOOD CONSTRUCTION FOR THE WOOD SPECIES AND GRADES SPECIFIED ON THE STRUCTURAL DRAWINGS. 2. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19 AND GRADED AND MARKED IN ACCORDANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE BELOW MINIMUM STANDARDS. 3. 2X MEMBERS SHALL BE HEM -FIR NO.2, U.N.O. 4. 4X AND LARGER SOLID TIMBER SHALL BE HEM -FIR NO. 1, U.N.O. 5. ALL WOOD MEMBERS SHALL HAVE'SIMPSON' STEEL CONNECTORS (OR APPROVED EQUAL). USE MAXIMUM NUMBER AND SIZE NAILS INDICATED IN MANUFACTURER'S TABLES, U.N.O. ALL HOLES SHALL BE FILLED. 6. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY'SIMPSON', AS SPECIFIED IN THEIR CATALOG NUMBER C -2007. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICBO OR ICC -ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. STRUCTURAL TESTS AND INSPECTIONS: 1. SPECIAL INSPECTION SHALL BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECS & SECTIONS 109 & 1704 OF THE INTERNATIONAL BUILDING CODE BY A QUALIFIED TESTING AGENCY DESIGNATED BY THE ARCHITECT, & RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, & BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION & TEST RESULTS. SPECIAL INSPECTION IS REQUIRED OF THE FOLLOWING TYPES OF CONSTRUCTION:SPECIAL INSPECTIONS SHALL BE PROVIDED FOR: 1.1. CONCRETE CONSTRUCTION 1.1.1. POST INSTALLED ANCHORS 2. SPECIAL INSPECTIONS PROVIDE FOR SHALL CONFORM TO ALL REQUIREMENTS AS SET FORTH IN SECTION 1704 OF THE CODE. 3. SPECIAL INSPECTION QUALIFIED TESTING AGENCY OTTO ROSENAU & ASSOCIATES, INC. 6747 MARTIN LUTHER KING JR. WAY S SEATTLE, WA 98118 (206) 725 -4600 (E) 12" STD STEEL PIPE MONOPOLE (E) ANTENNAS, TYP PROPOSED ANTENNAS PER ARCH, TYP REVIEWED FOR CODE COMPLIANCE APPROVED JUN 0 7 2012 City of Tukwila BUILDING DIVISION RECEIVED MAY 112012 PERMIT CENTER 24 "x36" SCALE: 3/16" = 1' -0" 11"x17" SCALE: 3/32" = 1'-0" STRUCTURAL PLAN THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at&t Your world. Delivered. ors PACIFIC TELECOM SERVICES, LLC R vso\S NO. DATE DESCRIPTION INITIAL 0 05 -08 -12 PERMIT MBK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET S EET TITLE STRUCTURAL PLAN & NOTES SHEET NUN BER S -1 // /- /- /- /- /- /- /- /- /- /- /- /- /�I / /■/ - 0 0 0 0 0 0 0 0 (N) 'SIMPSON' LTT19 EA SIDE OF BEAM w/ (1) 1/2" THRU -BOLT THROUGH BEAM. ATTACH TO (E) 2x4 PURLIN w/ 10dx1 %2" NAILS. PLACE TENSION TIE TOWARDS THE BOTTOM EDGE OF THE PURLIN. (TYP EA SIDE OF BEAM) (E) PURLIN PER PLAN (E) BEAM PER PLAN 24 "x36" SCALE: NTS 11"x17" SCALE: NTS NOT USED 4 24 "x36" SCALE: 3" = 1' -0" 11"x17" SCALE: 1 1/2" =1'-0" PURLIN TO (E) BEAM 3 - /1110F/AIMPII- /- /- /- -/- 0 0 0 0 0 0 0 o (N) 'SIMPSON' LTT19 w/ (1) %2 "x4" 'SIMPSON' TITEN HD SCREW ANCHOR TO THE CONCRETE WALL. ATTACH TO (E) 2x4 PURLIN W/ 10d x 1 1/2" NAILS (E) PURLIN PER PLAN (E) CONCRETE PER PLAN (E) 6%4" PRECAST CONCRETE WALL (FIELD VERIFY) (E) 12" STD STEEL PIPE MONOPOLE 8' -0" MIN (FIELD VERIFY) S -2 TYP @ CONC (E) PURLINS SHALL BE 2' -0" MAX FROM CENTER OF (E) STEEL MONOPOLE (FIELD VERIFY). NOTIFY ENGINEER OF RECORD IF FOUND OTHERWISE TYP @ 3 BEAM S -2 H 4 0 CV 0 (V u_ W (N) 'SIMPSON' LTT19 w/ (1) 1/2'x4" 'SIMPSON' TITEN HD SCREW ANCHOR TO THE CONCRETE WALL. ATTACH TO (E) 2x4 PURLIN w/ 10d x 1 1/2" NAILS ble)=169 REVIEWED FOR CODE COMPLIANCE APPROVED 'JUN 0 7 2012 City of Tukwila BUILDING DIVISION (N) 'SIMPSON' LTT19 EA SIDE OF BEAM w/ (1) 1/2" THRU -BOLT THROUGH BEAM. ATTACH TO (E) 2x4 PURLIN w/ 10d x 11/2" " NAILS. PLACE TENSION TIE TOWARDS THE BOTTOM EDGE OF THE PURLIN. (E) EXTERIOR WALL RECEIV MAY 112012 PERMIT CENTER. ORIENTATION VARIES PER PLAN 24 "x36" SCALE: 3" = 1' -0" PURLIN AT (E) CONCRETE 2 24 "x36" SCALE: 1/2" = 1' -0" 11 "x17" SCALE: 1 1/2" = 11 "x17" SCALE: 1/4" = 1' -0" STRUCTURAL PLAN I THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. RIVISIO \S NO. DATE DESCRIPTION INITIAL 0 05 -08 -12 PERMIT MBK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE STRUCTURAL DETAILS SHEET NUMBER S -2