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HomeMy WebLinkAboutPermit D12-096 - AT&T MOBILITY (WA647) - 3 ANTENNAS AND ANCILLARY EQUIPMENTAT &T MOBILITY 5711 S 152 ST D12 -096 City otkukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.TukwilaWA.gov Parcel No.: 1157200370 Address: 5711 S 152 ST TUKW Suite No: Project Name: AT &T MOBILITY (WA647) DEVELOPMENT PERMIT Permit Number: D12-096 Issue Date: 05/31/2012 Permit Expires On: 11/27/2012 Owner: Name: OLYMPIC MANAGEMENT COMPANY Address: 5303 PACIFIC HWY E #446 , FIFE WA 98424 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: N/A - SELF FUNDED Address: Phone: 206 446 -0448 Phone: 503 - 569 -4183 Expiration Date: 03/10/2013 DESCRIPTION OF WORK: MODIFY EXISTING WIRELESS FACILITY BY ADDING (3) LTE ANTENNAS AND ANCILLARY EQUIPMENT. Value of Construction: $15,000.00 Fees Collected: $622.10 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: IIB Occupancy per IBC: 0025 Electrical Service Provided by: PUGET SOUND ENERGY * *continued on next page ** doc: IBC -7/10 D12 -096 Printed: 05 -31 -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: Storm Drainage: Street Use: Water Main Extension: Water Meter: Permit Center Authorized Signature: Private: Profit: N Private: N Date: Public: Non - Profit: N Public: 5-31 -1Z 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 permi Signature: Print Name: Date: S-31--)-- --;co C - Ne--750 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 mechanical work shall be inspected and approved under a separate permit issued by the City of Tukwila Permit Center (206/431- 3670). 4: 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. 5: 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. 6: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of doc: IBC -7/10 D12 -096 Printed: 05 -31 -2012 this requirement. • 7: All electrical work shall be inspected and approved under a separate permit issued by the ity of Tukwila Building Department (206- 431 - 3670). 8: VALIDITY OF PERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinances of the City of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other ordinances of the City of Tukwila shall not be valid. The issuance of a permit based on construction documents and other data shall not prevent the Building Official from requiring the correction of errors in the construction documents and other data. doc: IBC -7/10 D12-096 Printed: 05 -31 -2012 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.TukwilaWA.gov Building P Project No Date Applicat Date Appicat CONSTRUCTION PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATIO] Site Address: 5711 S. 152nd Street, Tukwila, WA Tenant Name: AT &T MOBILITY (WA647) PROPERTY OWNER Name: SUNNY AUSINK Name: OLYMPIC MANAGEMENT CO. City: SEATTLE State: WA Zip: 98104 Address: 5303 PACIFIC HWY E #446 Email: SAUSINK @PTSWA.COM City: FIFE State: WA Zip: 98424 CONTACT PERSON. - person receiving all Pm3 t communication Name: SUNNY AUSINK Address: 111 S. JACKSON ST. #200 City: SEATTLE State: WA Zip: 98104 Phone: (206) 446 -0448 Fax: (206) 903 -8513 Email: SAUSINK @PTSWA.COM GENERAL CO TRA OR INFORMATION Company Name: WESTOWER COMMUNICATIONS Address: 9961 SIDNEY HAYES ROAD City: ORLANDO State: FL Zip: 32824 Phone: Fax: Contr Reg No.: WESTOCI975J8 Exp Date: 12/14/2012 Tukwila Business License No.: H ?Applications\Forms- Applications On Line \2011 Applications\Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh King Co Assessor's Tax No.: Suite Number: Floor: New Tenant: ❑ Yes m .. No 1157200370 ARCRITECT OF Company Name: PACIFIC TELECOM SERVICES Architect Name: RICHARD HALL, AIA Address: 111 S. JACKSON ST. #200 City: SEATTLE State: WA Zip: 98104 Phone: (206) 342 -9000 Fax: (206) 903 -8513 Email: RHALL @PTSWA.COM ENGINEER OF RECO . Company Name: PACIFIC TELECOM SERVICES Engineer Name: ERIC SCHULTZ Address: 111 S. JACKSON ST. #200 City: SEATTLE State: WA Zip: 98104 Phone: (206) 342 -9000 Fax: (206) 903 -8513 Email: ESCHULTZ @PTSWA.COM LENDER/BO1�. greater per °RCW,19, gaired for proje Name: NOT APPLICABLE Address: City: State: Zip: Page 1 of 4 BUILDING PERMIT INFORMATION — 206 -431 -3670 Valuation of Project (contractor's bid price): $ 15,000 Existing Building Valuation: $ Describe the scope of work (please provide detailed information): AT &T PROPOSES TO MODIFY EXISTING WIRELESS FACILITY LOCATED AT ABOVE REFERENCE ABOVE BY ADDING (3) LTE ANTENNAS AND ANCILLARY EQUIPMENT. Will there be new rack storage? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Floor rd Floor in Square Footage Addition to Exstitag �tCit�# ctionper Type o Oceup per Atta Attached C Covered Deck Uncovers Ise PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes ", explain: FIRE PROTECTION/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 Z 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\Forms - Applications On Line \2011 Applications \Permit Application Revised - 8- 9- 11.docx Revised: August 2011 bh Page 2 of 4 PERMIT APPLICATION NOTES .- Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). I HEREBY CERTIFY THAT I HAVE '. + P AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE L, S OF E STA OF ASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHOR Signature: Print Name: SUNNY AUSINK Mailing Address: 111 S. JACKSON ST. #200 H: Applications'Forms- Applications On Line \2011 Applications\Permit Application Revised - 8 -9 -1 Ldocx Revised: August 2011 bh Date: 03/26/2012 Day Telephone: (206) 446 -0448 SEATTLE WA 98104 City State Zip Page 4 of 4 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.Tukwila WA.gov Parcel No.: 1157200370 Address: 5711 S 152 ST TUKW Suite No: Applicant: AT &T MOBILITY (WA647) RECEIPT Permit Number: Status: Applied Date: Issue Date: 1)12-096 APPROVED 03/30/2012 Receipt No.: Initials: User ID: Payee: R12 -01745 WER 1655 Payment Amount: $378.80 Payment Date: 05/31/2012 02:21 PM Balance: $0.00 WESTOWER COMMUNICATIONS INC TRANSACTION LIST: Type Method Descriptio Amount Payment Check Authorization No. ACCOUNT ITEM LIST: Description 117787 378.80 Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 640.237.114 Total: $378.80 374.30 4.50 doc: Receiot -06 Printed: 05 -31 -2012 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -43 1 -3670 Fax: 206-431-3665 Web site: http: / /www.Tukwila WA.ov Parcel No.: 1157200370 Address: 5711 S 152 ST TUKW Suite No: Applicant: AT &T MOBILITY (WA647) RECEIPT Permit Number: D12 -096 Status: PENDING Applied Date: 03/30/2012 Issue Date: Receipt No.: R12 -01179 Initials: User ID: Payee: JEM 1165 Payment Amount: $243.30 Payment Date: 03/30/2012 08:23 AM Balance: $378.80 WESTOWER COMMUNICATIONS, INC. TRANSACTION LIST: Type Method Descriptio Amount Payment Check 13569 243.30 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 243.30 Total: $243.30 doc: Receiot -06 Printed: 03 -30 -2012 INSPECTION NO. INSPECTION RECORD Retain a copy with permit • .PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 • • (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: AT fi i (Az fAtLi ci Type of Inspection:. -:-Tr..l Al . •. Address: 1I! I52 si` Date Called: Special Instructions: Date Wanted:. 1('•- 1-71.1, a.m. Requester: Phone No: L 3 (-PI- 9 )-i1/3 Li Approved per applicable codes. Corrections required prior to approval. COMMENTS: Prig (1c IP t A. Date: : . n REINS ECTION FEE REQUIR D. Prior to next inspeeton;.feeam,ust he 'paid a 6300 Southcenter Blvd., Suite 100. Call to sche'dule:reinspection. • • • E N G I N E E R I N G FILE COPY ROOFTOP ANALYSIS REPORT Mr. Charles Cook Goodman Networks 8815 122nd Ave NE Kirkland, WA 98033 REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 City of Tukwila PROJECT DESCRIPll 4 ILDING DIVISION Carrier: Carrier Site Name: Carrier Site Number: Client Site Name: Client Site Number: Site Address: AT &T 1 -5 & 1-405 WA6647 1 -5 & 1 -405 WA647 5711 S 152 "d St Tukwila, WA 98188 King County (47.466083, - 122.262358) AT &T proposes to install additional appurtenances and their corresponding mounts and coax lines to the existing above referenced rooftop. Appurtenances will have a 50' -5" rad center. ANALYSIS: The purpose of this analysis is to determine if the existing rooftop 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 International Building Code. The additional design criteria used in our analysis is as follows: • 85 mph (3 -sec gust) • Wind Exposure B • Topographic Factor, K# = 1.0 RESULTS: • Occupancy Category 11 • Seismic Design Category D Based on our review of the existing structure with the proposed loadings, we have determined the following: Existing Roof Structure: New Antenna Mounts: - t St "riretiftelly Adequate' elit d f3cation`s Designed per Code Please refer to Appendix A for structural calculations supporting the above results as well as section 3 below for the required modifications modification recommendations. Structural detailing can be found on the corresponding structural drawings dated September 29, 2011. We trust this addresses your concerns. Please contact us if there are any questions. Prepared By: Eric Schultz, P.E. Dated: September 29, 2011 Contents: Report Appendix A (Calculations) RECEIV CITY OF TULA MAK 3 U 2012 1_1?ERMIT CENTER A EXPIRES TA /C1- t'1- 1 4212.- lkP 568 First Avenue S, #650, Seattle, WA 98104 • [Phone] 206.342.9000 • [Fax] 206.903.8513 SEATTLE 1 PORTLAND I SAN FRANCISCO 1 COSTA MESA Rooftop Analysis Report Carrier Site Number: WA6647 September 29, 2011 2 1 Loading Specifications Proposed - The following proposed loading was considered in the structural analysis of the rooftop. Elevation (Feet) Loading Type Quantity per Sector Sector(s) Owner 50' -5" Powerwave P65- 16- XLH -RR AT &T 50' -5" KMW AM- X- CD- 16- 65- 00T-RET (6 xx) 1 X,Y AT &T Alcatel 9442 RRH 700 MHz Y z AT &T 50' -5" Alcatel 9442 RRH A WS 1 X,Y,Z AT &T 50' -5" Raycap DC6-48 -60.18-8F "Squid" 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 01410, Powerwave 7785, 00(3) Y,Z A' 50' -5" Ericcson KRY 112 71/2 2 X,Y,Z AT &T Powerwave LGP 21401 X, Y,z AT &T 1. Elevations reference the centerlines of panel, yagi and dish antennas, and the bases of whip antennas 2. All elevations are in relation to the average surrounding grade of the structure. 3. The Powerwave antennas may not physically fit inside the steeple with the proposed antennas added. These antennas may be swapped with any other smaller antenna model that will fit in the existing space. Swapped antennas shall be limited to a weight of 75 lbs. each. The final loading used in this analysis is the combination of the Proposed and Existing to Remain Toads shown in the above tables. Existing Structure - The following materials and specifications were considered in the structural analysis of the rooftop. The existing building is a 2 story, wood framed, with a roof height of 30ft AGL. Member Specification Notes Center Post PT 4x4 Center Post Bearing Beam P.T. 4x8 EW Trusses DF-L No.2 truss members Assumed* All assumed values must be verified. See assumption in section 2 below. 568 First Avenue S, #650, Seattle, WA 98104 • (Phone] 206.342.9000 • [Fax] 206.903.8513 SEATTLE ( PORTLAND 1 SAN FRANCISCO 1 COSTA MESA Rooftop Analysis Report Carrier Site Number: WA6647 September 29. 2011 3 2 Data Provided and Assumptions Data - The following data was used to model and analyze the structure. Data Document Author Date File Building Structure, As- Builts Siterra (Web access) Structural Calculations Cornerstone Engineering AT&T Cornerstone Engineering 08/20/201 N/A 03/16 /2006 SC1870 WA6647 SC1870 Existing Loadings Site Walk RFDS Siterra (Web access) PTS AT &T AT &T 01/05/2011 01/19/2011 N/A WA647 WA6647 WA6647 Proposed Loadings RFDS AT &T 01/19/2011 WA6647 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 building 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 building, 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 building meets the current code design loads and parameters. 4. The assumptions as indicated in section 1. 3 Required Modifications The existing tie beam at the base of the steeple is not attached to resist uplift forces. PTS recommends the following: • Provide blocking up to the top chords of the trusses to anchor the beam. 4 Conclusion A general review of the entire structure was also completed to verify any effects that the additional loadings would have on other elements of the structure as well as the entire structure itself. The additional loadings were found to add less than 5% to the gravity load carrying elements and less than 10% to the structures lateral load carrying elements and are deemed adequate in accordance with sections 3403.3 and 3403.4 of the 2009 I.B.C. To the best of our knowledge and belief, the existing structure with the proposed loading as listed in section 1 and fully installed modifications as listed in section 4 is in satisfactory compliance with the requirements of the specifications, codes and agencies having jurisdiction over the work. 5 Design Comments Sealed structural design drawings by a registered professional engineer of PTS are required for the antenna installation to the structure. Drawings provided by anyone other than PTS shall provide their own calculations to support their design. 568 First Avenue S, #650, Seattle, WA 98104 • [Phone] 206.342.9000 • (Fax] 206.903.8513 SEATTLE 1 PORTLAND 1 SAN FRANCISCO 1 COSTA MESA Rooftop Analysis Report September 29, 2011 Carrier Site Number: WA6647 4 6 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. 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. The maximum liability of PTS pursuant to this report shall be limited to the consulting fee received for the preparation of the 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. 568 First Avenue S, #650, Seattle, WA 98104 • [Phone] 206.342.9000 • (Fax] 206.903.8513 SEATTLE 1 PORTLAND SAN FRANCISCO 1 COSTA MESA Rooftop Analysis Report September 29, 2011 Carrier Site Number: WA6647 A A Appendix — Structural Calculations 568 First Avenue S, #650, 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 Seattle Building Code • non - structural components • Earthquake Ground Motion Parameters V 5.09.a • ASCE7 -05 Latitude = 47.466083 Importance Factor, IE = 1 Longitude = - 122.262358 Site Coefficient, Fo = 1.00g Occupancy Category = 11 rage - r Site Coefficient, F„ = 1.50g Site Class = D rye -ic zo.. -, Response Modification Factor, Rp = 2.5 cable r3 6 ■ SDI= 0.743g Amplification Factor, ap = 1 Tab,',., r,, ,L, -! Sms = 1.483g Mapped Parameter, Ss = 1.4839 SM, = 1.115g Mapped Parameter, S, = 0.743g 'uScs! Max SDF = 1.58 W Average Structure Height, h = 31.1 ft Min SDF = 0.30 W Height of Component, z = 50.4 ft Seismic Design Force, Fp = 0.47 W SDS= 0.989g Fci t.4 -3 Seismic Design Category = D 7cc,res i r.e -r and :1.F, -5 _, . .5 rab;e i.4 -2 2q I l..1 -4 Ea l!.4- Eq r !.4 a;n !3.3-2 __,n 13.3 -3 Eqn r:,.a -i Seismic Design Force, fpm 0.33 W , {ASD)' * 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 No IBC does not require for buildings nor does 0100 require for 0.000 in 50.4 ft 1.00 1 Table 10 -1 ASCE 7 2.0t1;fz(Kzt)o.35 waterfanks afmcspheric Icing (Par AS :E 7 -35; t = required = t= Height of Component, z = Ke= I, = td= Oesign Ice Thickness, td a 0.00 in ilarm•rs E N G I N E E R I N G �:,� - , r_ E Project: 1 -5 &I-405 5711 S 152nd St Seattle, WA 98188 Design: EZ Client: Goodman Date: 9/22/2011 Site Number: WA647 Page: 1 WIND DESIGN CRITERIA Design Criteria: Notes: • 2009 Seattle Building Code • Topographic Factor, Method 2 (Per ASCE 7 -05) • ASCE7 -05 • Method 2- Analytical Procedure (Per ASCE 7-05) Basic Basic Wind Speed City Exposure = B Wind Speed, V= 85. mph (ice), V; = 30. mph Defined Ke= 1 (ASCE 6.5.6.3) (3 -sec gust) Figure 10 -2 (3 Enter N/A if not Directionality -sec gust) Wind Importance applicable Factor, Kd= Gust Factor, G = Factor, lw = 0.95 0.85 1 Table 6 -4 6.5.8. 1 Table 6 -1 ' Y ' 1 < 4`.M 1,,� , . , , _ , -PCl 441` r 7r ;):J1i T 'l.'∎ f.:1 ;;t? N'7C:I''' �._:, R F.curf ^. 4 >, L7 *,, r ; kv- 4/1,1/ i _wci,; _ TT _ A,.. ,/ 4 - ,r`�.70 rr'.7rr.- t r,,,:ucr,._r2 A° .°2 a L- E..... F {y ` 4=27;2 e= ` N ;i =tii2 lei• ' 12 n1 s-F.L'.-1$ tt.' -2112 .11 2 H2 't .44 i 4 Kt= Pressures: 1.00 Height of Component, z = 50.4 ft Ref ASCE7 -05 Ht feet Kz Qz p0 Pw psf qz Iles) psf PI (ice) psf 0-14 0.57 10.02 8.51 1..5 1.136 15 0.57 10.02 8.51 1.25 1.06 20 0.62 10.89 9.26 1.36 1.15: 25 0.66 11.60 9.86 1.44 1.23 30 0.70 , 12.30 10.45 1.53 1.30 40 0.76 13.35 11.35 1.66 1.41 50, 0.81 14.23 1210 1.77 1.51 60 0.85 14.94 12.70 1.86 1.58 70 0.89 15.64 13.29 1.95 1.66 80 0.93 16.34 13.89 2.04 1.73 90- 0.96 1.6.87 14.34 2.10 `'. 1.79 100 0.99 17.40 14.79 2.17 1.84 120 1,04 18.27 15.53 2.28 1.93 Design Wind Preu ure (N Ic•). Pw *° 12.10 p0 .. 5 ,. O n lr u,e't P = 11.51;p0 P:,Sb !GI., 31 Fr ,, ' T&T G,,orneln L E,,V464 5 i' i 4,350, vh,ecnril'L'b'.4 r�'d PTS 6„) R 'CO r7 _ 1 1,4 . 7 dr ?, 'r ,,,„„..rr= E N G I N E E R I N G v ,d Project: 1 -5 & I -405 5711S 152nd St Seattle, WA 98188 Design: EZ Client: Goodman Date: 9/22/2011 Site Number: WA647 Page: 2 o g ! !o e o 0 II 0 88 O O 0 0 v a 0 0 88: o q 0 - 8 8 8 888888 88 0 0 0 0 0 0 0 0 v v ` °8'8822 °8 ac88$'8888 8 3M�_2 -2e- 88 88 88 288.828 Cf e 5 $8;889 °8 2g 88$2$28 Lg 28 88 E U O z N 0 g0 08 0 a k 'R' 33 z E N G I N E E R I N G Project: 1-5&1-405 5711 S 152nd St Seattle, WA 98188 Des gn: EZ Client: Goodman Date: 9/22/2011 Site Number: WA647 Page: 3 LOADS Design Criteria: Notes: • 2009 Seattle Building Code • Figure 6 -21 Cf • ASCE7 -05 • Force = p•Cf•A Ice Wt.= 56 pcf Design Wind Pressure= 12.10 psf Design Ice Thickness = 0.00 in Design Wind Pressure (Ice( = 0.00 psf Height of Component, z = 50.4 ft Fp = 0.33 W (0.7•E( G = 0.85 6.5.8.1 Sos = 0.989 g ii U ,088$8888$888 — f] o C O C 0 0 5> o b' G P 4StrudoraPPecyec6WTS r1Oocboan t JE.W A6a7 r-5 S I- 405101. E igneonog9WA647PTS Load ?Roof top! ? 0 xfsijCo0( Post (sqi E-,, iloa v ":7,, g :-.1 R :- n g.-1,00o6 pppppp D o p ©o h 024'--*--- 000 b o 0 8 o 00081 C p o P OoO 0 0 0 Force Face F MOO, Ibs. o o o o o o o o o $8$8$848$880 0 0 o 0 0 0 ° 0 0 q M T. v n a w p iri J; n 0.7•Eh Ibs. 86.41 ^ va m ,n ri g qo g °6 Xi $E P,8,, {f $N gA? , '? n. wi o c nn 2a a 8 ig: 88 NO ICE Weight Ibs. 1$3.00 8$8Q8 _ A^ . P yg g4^ „ Leg Loads per Vertical lb/bolt O U m n a N m 71-8 h m h V w r M H W .-: O O I 7 d N 0 .. h Quantity , T, 2 Roof Loads Single Edge lb w P N n ^. yy V WP ry m aH C $ o N y 3 3 Lucent Ralcap.:. 11 1 ITotals Square Width 10 Legs Per Face 2 Total Legs 4 ASD Load Combinations W w O o - - 3 Q 0 33.4",,,o oo, 8 00-0°. o a o i APPURTENANCE Model 7785.00 3"x la Std. Steel Pipe tatY 7172 FAM-VCD-16-65-00T-RET (6 Akote19447 RRH 700 Mhz Alcatel 9442 RRH AWS OC 40- 60-T8-0P xauld" y� Project: 1 -5 & 1 -405 5711 S 152nd St Seattle, WA 98188 Design: EZ -r-i ■ E N G I N E E R I N G �a,- Client: Goodman Date: 9/22/2011 Site Number: WA647 Page: 4 122 °17.000' W WA647 N -S e 122 °16.000' W 122 °15.000' W WG584 122 °14.000' W qr. 13 300'• 200' 100'. 340 R- 0:595411— 13208 200' 122 °17.000' W 122 °16 000' W .4e-(9'6'6 7 Z 7.4" , Site 122 °15.000' W WGS84 122 °14.000' W AV=aja5o/ X94) 9.100 • WI i. NATIO GEOGRAPHIC icy' Viz,) q' 2640 R. 3960 R. 5280 R. 6600 ft. 7920 R. 9240 ft 10560 R. 1188C Gain: +248' -235.= +13' 9 LS � %s r2. c� y 1 mi'' /MN I Taos ,_J It, Z000 sm Imo 5om / tfET laoo Gs 773` ,t$ 6,6/ CLOMETETt'a METU 16W° 03/11/11 EUiltNI X O T :tli;FM*M . 122 °17.000' W WA647 NE -SW 122 °16.000' W K& 122 °15.000' W WGS84 122 °14.000' W S00'' 400'• 300' 200 100' 27x06. 1320ft. 26406. 3960 ft.\ 0:731911,201' J 2-47d( %3'T(' NATIONAL GEOGRAPHIC � f 2 0- �� 12.45' 122 °17.000' W #/.('q t'eva') _--..f6.1fetWe., 122 °16.000' W Site 122 °15.000' W WGS84 122 °14.000' W MILES 5t3�i'Z��IbY� Mk IAT 10560 ft 11880 ft. 13200 6. 145 0 ft 15840 Gain: +780' -444' - +336' TN I' IMN 100 0 if� ig 3000 maa 5000 REEY I Ti Z:n 9 zz tdo,Z. isedr/. 161° 03/11/11 5tii u 122 °17.000' W WA647 E —W A 't 122 °16.000' W 122 °15.000' W WGS84 122 °14.000' W 500' 400' 300' 200' 100 n. 122 °17.000' W 122 °16.000' W Site 122 °15.000' W WGS84 122 °14.000' W 4,42 4-Per/6- c'rZ, Z 4,5"7 5Piil; iI.I']1 Stir- II,II 4 8a 0 R. 1320 8. 2640 8. 3960 ft. 5280 ft. 6600 ft. 7920 ft. 9240 ft 0560 8. :80 8.13200 .14520 8.15840 ft.17160 8.18480 ft.198' 8.21120 822440 ft23760 1250 :0 826400 ft27720 0:14286 8.,195' q p pp� Gain; +447' -689' .- -242' .1 ��ti (� zi / �D� / �� �9 / 'TN MN 16Va° El NATIONAL :IVES GEOGRAPHIC ,, , K :EE1 , ,000 , , 1i2 - x s 7g6l 03/11/11 7:. EA zees tsx� (21.4. pi ! n?5, -T 4D,J j, le T'iEK, An Vie 4 EXPOSED FRP RAFTER EMI .= 0 Existing to remain unchanged! PROPO -A -WAY 1;1 EXISTING CUPOLA FLOOR I(E) 4x4 post cyfr T. !X9 CROSS BEAMS ONNECTION (PER STRUCT) IF EXISTING AT &T GPS ANTENNA (E) 4x8 beams PROPOSED AT &T GPS ANTENNA 1376 •fit —.-t+ ENE 'T P s /n 15 /6 EXISTING TRUSS TOP CHORD EXISTING ROOF TRUSSES (TO REMAIN) FRP CUPOLA DETAI www.ptswa.com vV.4 kp44-7 - '9''r PROJECT / 5. ` RAJA 1%k `a`$ DATEWA N �� PROD NO Eke DESK 7 SHEET BeamChek v2006 licensed to: Christofer Nickerson Reg # 6181 -66005 WA647 Selection Conditions Data Attributes Actual Critical Status Ratio Beam under post Date: 3/11/11 4x 8 HF #2 Lu = 5.0 Ft NDS 2001 Min Bearing Area R1= 1.4 in2 R2= 1.4 in2 DL Defl <0.01 in. Beam Span Beam Wt per ft Bm Wt Included Max Moment TL Max Defl LL Max Defl 10.0 ft 6.17 # 62 # 2830 '# L / 240 L / 360 Reaction 1 LL Reaction 1 TL Maximum V Max V (Reduced) TL Actual Defl LL Actual Defl 551 # 581 # 581 # 578 # L / 427 L / 442 Reaction 2 LL Reaction 2 TL 551 # 581 # Section (in3) Shear (in2) TL Defl (in) LL Defl ae 0,e /44-CiAr-c Values Adjustments Loads Fb (psi) Fv (psi) E (psi x mil) Fc1 (psi) Base Values 850 Base Adjusted 1096 150 150 1.3 1.3 405 405 CF Size Factor Cd Duration Cr Repetitive Ch Shear Stress Cm Wet Use 1.300 1.00 1.00 1.00 1.00 N/A 1.00 1.00 1.00 CI Stability 0.9922 Rb = 8.41 Le = 9.96 Ft Kbe = 0.439 Point LL 1101 Pt Toads: i R1 = 581 Point TL B = 1101 Distance 5.0 B /\ R2 = 581 SPAN = 10 FT Uniform and partial uniform loads are Ibs per lineal ft. rR A 4 c ,F >1., JO' c 0414-c -5 Cc /, 6'; C h t G /I0 4'- P C�✓ f c2.♦ in C/= • t R s,0lS 4.G C / fJ[ r' rn c it r •'C 0 " r /.�✓�,,' �r r} c , • 1' h a" 41 I I 1 1 1 1 I I I I I I I i � I I I I I I I I ! I I I ( ( I I I I I I I C I F T T I T ^I (E1 simpson msfi48 2° wide X 0.1 "x 4' strap around bottom 2' beam en • a • es 11 trusses 44r tiflc.•.•� Ie. 4 S T. 0.g8 k p•� Ie9 6.)L :3 , $ X -7(61 +.41s,f o e,12 0 0.1 - 0.491 k �. ea ,,i;nuauf jp /,Jr a IO..( b.) o ^�ru.l Ste_ N cs • r LS) 1 iri J 12 14- �, o ' ' •, I.. .1., &rt ,-, 4 1.t 6. ✓1.0'5 masers. ‘/t ...L ( .6 •C 2 r- Ale . 4, v • L Fr ry 1 r O t 1. l S a f 1 sue/ • EL. Loads: LC 4, IBC 16 -13 (c) (a) 170sResults for LC 1, IBC 16- §pAggimizgelope 8 WAfi47 Roof Trusses Sept 22, 2011 at 10:58 AM WA647 trusses.r3d Company : PTS Designer : Eric Schultz, P.E. Job Number : WA 647 Roof Trusses Load Combinations Sept 22, 2011 11:00 AM Checked By: Description 1 IBC 16 -8 Yes Y DL 1 2 IBC 16-10 (b) \-Yes Y DL 1 °;`- SL 1 3 IBC 16-12 (a) (a) Yea DL 1 WL 1 4 ' IBC 16 -13 (c) (a) Yes Y DL ` WL 75 LL .75 LLS .75 SL .75 5 IBC 16 -14 (a) Yes Y DL .6 WL 1 RISA -3D Version 8.1.0 [P:1...1...1...1...IWA6471 -5 & 1- 405101. EngineeringlWA647 trusses.r3d] Page 3 Company : PTS Designer : Eric Schultz, P.E. Job Number : WA647 Roof Trusses Sept 22, 2011 10:59 AM Checked By: Envelope Wood Code Checks Member Shape Code Check Locfft l LC Shear .. LocfftlDir LC Fc' fksil Ft'lksil Fb1' fk.. Fb2' (k...Fv' 1 M1 2X6 .523 11 1 .088 11 v 1 .201 .673 1.211 1.393 .162 3.9 -1 2 M2 "':2X6 .'832 5.256 4 .575 5.565 y.3 .677 1.196 2.153 2.476 .288 3.9-3 3 M3 2X6 .585 5.256 2 .502 5.565y 1 .651 .86 1.547 1.779 .207 3.9 -3 4 M4 2X4 °> '164 4.125 " 1 ' .000 0 -z 1 ..408 .776 `1.397 1.537..162 3.9-1 5 M5 2X4 .350 0 4 .007 6.286 v 1 .925 1.38 2.484 2.732 .288 3.6.3 6 M6 2X4 .254 .. , 0 2 �' .007.,6.286" v 1 ; .869 .9921.785 1.964 .207 < 3.6.3 RISA -3D Version 8.1.0 [P:1...I...1...1...IWA6471 -5 & 1- 405101. EngineeringlWA647 trusses.r3d] Page 1 Company : PTS Designer : Eric Schultz, P.E. Job Number : WA647 Roof Trusses Envelope Joint Reactions Sept 22, 2011 11:00 AM Checked By: Joint X rid 1 N1 max min 0 LC Y fkl LC Z fkl LC MX fk -ftl LC MY fk -ft] LC MZ lk -ft] LC 1.271 0 0 1 0 1 0 1 783 3 N2 max min 0 1 1.103 0 1 0 0 1 0 1 .421 5 N3 max 0 1 0 1 0 0 1 0 1 0 1 min 0 7 Totals: max 0 5 2.258 4 0 1 min 1.221; R1SA -3D Version 8.1.0 jP:\...1...1...1...IWA6471 -5 & 1- 405101. EngineeringlWA647 trusses.r3dJ Page 2 10 -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. D12-096 AT &T MOBILITY (WA647) 5711 S 152 ST 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 11/27/2012. 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 rcason(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 11/27/2012, 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 in this matter. Sincerely, fer Marshall 't Technician File: Permit File No. D12 -096 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206 -431 -3670 • Fax 206 -431 -3665 PERMIT CO' ` ' D COPS PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D12 -096 PROJECT NAME: AT &T MOBILITY (WA647) SITE ADDRESS: 5711 S 152 ST DATE: 03/30/12 X Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # after Permit Issued DEPARTMENTS: 'Bl- W) -- ()- uilding Division [1 publ ic N 'j� 019.11- Fire Prevention Structural Ai° 6' Planning Division Permit Coordinator ❑ DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Ir I � ncomplete U Not Applicable ❑ Complete Comments: DUE DATE: 04/03/12 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 Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 05/01/12 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 02/29/12 Contractors or Tradespeople Per Friendly Page • General /Specialty Contractor A business registered as a construction contractor with L &I 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 $12,000.00 08/08/2008 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 $1,000,000.00 05/04/2012 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 $1,000,000.00 07/09/2008 3 SCOTTSDALE INS CO CLS1376643 06/10/2007 06/10/2008 $1,000,000.00 07/12/2007 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 05/31/2012 PROJECT INFORMATION PROJECT DESCRIPTION: AT &T MOBILITY PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATIONS FACILITY BY REPLACING (3) EXISTING ANTENNAS WITH (6) NEW PANEL ANTENNAS AT NEW ANTENNA MOUNTS (3) TOTAL, (1) PER SECTOR WITH THE ADDITION OF (6) RRH UNITS, (1) RAYCAP SQUID; ALSO PROPOSED IS THE ADDITION OF PROPOSED LTE EQUIPMENT MOUNTED ON EXISTING TELCO RACK WITHIN EXISTING MECHANICAL ROOM AND (1) GPS ANTENNA MOUNTED NEAR EXISTING GPS ANTENNA. APPLICANT: AT &T MOBILITY RTC BUILDING 3 16221 NE 72ND WAY REDMOND, WA 98052 CODE INFORMATION: ZONING CLASSIFICATION: HDR CONSTRUCTION TYPE: IIB OCCUPANCY: S -2 JURISDICTION: CITY OF TUKWILA CURRENT USE: APARTMENT BUILDING PROPOSED USE: TELECOMMUNICATIONS FACILITY BUILDING CODE: 2009 IBC SITE LOCATION: (BASED ON NAD 83): LATITUDE: 47' 27' 57.9" LONGITUDE: —127 15' 44.4" TOP OF STRUCTURE AGL: 53' -0" BASE OF STRUCTURE AMSL: 192' -0" PARCEL NUMBER(S): 1157200370 GENERAL INFORMATION: 1. PARKING REQUIREMENTS ARE UNCHANGED. 2. TRAFFIC IS UNAFFECTED. PROPERTY OWNER: OLYMPIC MANAGMENT CO. 5303 PACIFIC HWY E #446 FIFE, WA. 98424 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 MICHELLE BRMSCH 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. I -5 & 1 -405 WA647 5711 S 152ND ST TUKWILA, WA 98188 VICINITY MAP DRIVING DIRECTIONS FROM REGIONAL HEAD EAST ON NE ONTO NE 74TH ST, ONTO WA -520 W, SHARP RIGHT AT FROM SEATLLE— TACOMA HEAD SOUTH TOWARD AT SOUTHCENTER ON THE RIGHT. OFFICE (REDMOND): 73RD WAY TOWARD 163RD PL NE, TAKE THE 1ST LEFT ONTO 163RD PL NE, TAKE THE 1ST LEFT TURN RIGHT AT BEAR CREEK PKWY, TAKE THE 1ST LEFT ONTO LEARY WAY NE, TAKE THE RAMP TAKE THE EXIT ONTO 1 -405 S TOWARD RENTON, TAKE THE SOUTHCENTER BLVD AND MALL EXIT, SOUTHCENTER BLVD, TURN LEFT AT MACADAM RD S, TAKE THE 1ST RIGHT ONTO S 152ND ST INTERNATIONAL AIRPORT: S 182 ST, CONTINUE STRAIGHT ONTO S 182 ST, TURN LEFT AT INTERNATIONAL BLVD, TURN RIGHT BLVD, TURN LEFT AT MACADAM RD S, TAKE THE 1ST RIGHT ONTO S 152ND ST; DESTINATION WILL BE APPROVAL DATE SIGNATURE APPROVAL DATE SIGNATURE RF ENGINEER: 02/01/11 ISSUED FOR PCD REVIEW LANDLORD: 3 03/03/11 RF MANAGER: CRW 4 SITE ACQUISITION: REVISED FOR FINAL CONSTRCUTION NL OPPS MANAGER: 03/27/12 REVISED FOR FINAL CONSTRCUTION 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 PERMIT i '':ECu RED FOR: tectrical ❑ Plumbing ❑ Gas Piping Ci !y of Tukwila BUILDING DIVISION 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 DESCRIPTION T -1 G -1 G -2 A -1 A -2 A -3 A -4 A -5 RF -1 RF -2 E -1 E -2 S -1 TITLE SHEET GENERAL NOTES GENERAL NOTES & SYMBOLS SITE PLAN EXISTING & PROPOSED ANTENNA LAYOUT EXISTING & PROPOSED EQUIPMENT LAYOUT EXISTING & PROPOSED WEST ELEVATION CONSTRUCTION DETAILS EXISTING & PROPOSED ANTENNA CONFIGURATIONS RF DETAILS GROUNDING SCHEMATIC PLAN GROUNDING DETAILS STRUCTURAL PLAN AND NOTES PLANNING APPROVED . No charges Can be made to these plans without approval from the Planning Division of DCD Approved By:, Date: -i:L 03 -27 -12 REVISIONS No changes shall be made to the scope of work without prior approval of Tuk wila Building Division. 1 V^T.i: i'sv sicns will require a new plan submittal I and may include additional plan review fees. LEGAL DESCRIPTION 37 BROOKVALE GARDEN TRS LOT 1 OF CITY OF TUKWILA SHORT PLAT NO 83 -17 SS RECORDING NO 8312210348 SD SHORT PLAT DAF — TRACTS 37 & 38 BROOKVALE GARDEN TRS TGW POR IN MW 1 /4 & SW 1/4 OF SEC 23 -23 -04 BEG SE COR OF TRACT 37 TH E TO W LN OF INTERBAN ADD TO SEATTLE TH NLY ALG SD W LN TO ELY PROJECTION OF N LN OF TRACT 38 TH W TO NE COR TRACT 38 TH S 152ND ST ADJ LESS ST — CITY OF TUKWILA BDRY LN ADJ NO 88- 21 -BLA RECORDING NO 8606030348 ADJUSTED LEGAL TO — W 393 FT OF TRACTS 37 OF BROOKVALE GARDEN TRACTS TGW POR OF VAC S 152ND ST ADJ LESS ST — AKA LOT 1 OF CITY OF TUKWILA BDRY LN ADJ NO 88- 21 —BLA RECORDING NO 860030348 Fa COPY Permit No. � 1)=1/7, PI ^~ r view approval is subject to errors and omissions. 1, `:` of construction documents does not authorize 1 , 3«.t on of any adopted code or ordinance. Receipt 014 proved Field Copy and conditions is acknowledged: By Date: City Of Tukwila BUILDING DIVISION ABBREVIATIONS A/C AGL APPROX AIR CONDITIONING ABOVE GROUND LEVEL APPROXIMATELY BLDG BUILDING BLK BLOCKING CLG CLR CONC CO N ST CONT DBL DIA DIAG DN DET DWG EA ELEV ELEC EQ EQUIP EXT FIN FLUOR FLR FT GA GALV GC GRND GYP BD CEILING CLEAR CONCRETE CONSTRUCTION CONTINUOUS DOUBLE DIAMETER DIAGONAL DOWN DETAIL 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 INT IBC HORIZONTAL HOUR HEIGHT HEATING VENTILATION AIR CONDITIONING INSIDE DIAMETER INCH INFORMATION INSULATION INTERIOR INTERNATIONAL BUILDING CODE LBS POUNDS MAX MECH MTL M FR MGR MIN MISC NA NIC NTS OC MAXIMUM MECHANICAL METAL MANUFACTURE MANAGER MINIMUM MISCELLANEOUS NOT APPLICABLE NOT IN CONTRACT NOT TO SCALE ON CENTER OD OUTSIDE DIAMETER PLYWD PROJ PROP PT REQ RM RO SHT SIM SPEC SF SS STL STR U CT STD SUSP THRU TN NG TYP PLYWOOD PROJECT PROPERTY PRESSURE TREATED REQUIRED ROOM ROUGH OPENING SHEET SIMILAR SPECIFICATION SQUARE FOOT STAINLESS STEEL STEEL STRUCTURAL STU D SUSPENDED THROUGH TINNED TYPICAL UNO UNLESS NOTED VERT VERTICAL VIF VERIFY IN FIELD W/ W/0 WP WITH WITHOUT WATER PROOF REVIEWED FOR CODE COMPLIANCE APPROVED 14 MAY222012 -S City of Tukwila BUILDING DIVISION OTHERWISE RECtivtLJ CITY OF TUKWILA MAR' 3 0 2012 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. 0 Your world. Delivered. at &t 1""1"- PACIFIC TELECOM SERVICES, LLC 8828 REGISTERED ARCHITECT RICHAR ■ c . HAL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE 08/20/13 Li) NI° N 0 z N cn Ln TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE TITLE SHEET SHEET NUMBER T -1 tij7o1(, 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. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, THIS SET OF DOCUMENTS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSES ONLY, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING ALL MATERIALS, EQUIPMENT, LABOR, AND ANY REQUIREMENTS DEEMED NECESSARY TO COMPLETE PROJECT AS DESCRIBED IN THE DRAWINGS AND OWNER'S PROJECT MANUAL. 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. GENERAL CONTRACTOR SHALL PROVIDE, AT THE PROJECT SITE, A FULL SET OF CONSTRUCTION DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR CLARIFICATIONS FOR USE BY ALL PERSONNEL INVOLVED WITH THE PROJECT. THIS SET IS A VALID CONTRACT DOCUMENT ONLY IF THE TITLE SHEET IS STAMPED "FOR CONSTRUCTION" AND EACH SUCCESSIVE SHEET BEARS THE ARCHITECT'S SIGNED WET STAMP. 15. A COPY OF GOVERNING AGENCY 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 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 - 424 -5555. 44. CONTRACTOR TO REPLACE AND /OR REROUTE ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCHING AND GENERAL CONSTRUCTION. 45. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO PLACEMENT OF MONOPOLE FOOTING AND OTHER STRUCTURES TO BE PLACED IN GROUND. SEE GENERAL NOTE #6 ON THIS SHEET. 46. SEE CIVIL DRAWINGS FOR ADDITIONAL SITE INFORMATION. 47. CONTRACTOR TO DOCUMENT ALL WORK PERFORMED WITH PHOTOGRAPHS AND SUBMIT TO TOWER NETWORK CARRIER ALONG WITH REDLINED CONSTRUCTION SET. 48. CONTRACTOR TO DOCUMENT ALL CHANGES MADE IN THE FIELD BY MARKING UP (REDLINING) THE APPROVED CONSTRUCTION SET AND SUBMITTING THE REDLINED SET TO TOWER NETWORK CARRIER UPON COMPLETION. 49. GENERAL CONTRACTOR IS TO COORDINATE ALL POWER INSTALLATION WITH POWER COMPANY AS REQUIRED. CONTRACTOR TO REPORT POWER INSTALLATION 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. THE ARCHITECT /ENGINEER IN CHARGE SHALL SIGN AND SEAL ALL DRAWINGS AND /OR SPECIFICATIONS. 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 Sc 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. ALL WORK TO BE DONE BETWEEN HOURS OF 8:00 AM AND 5:00 PM, EXCLUDING HOLIDAYS REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012, City of Tukwila BUILDING DIVISION RECtivto CITY OF TUKWILA MAR 3 0 2012 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. ESTOWER At *A iti M A r i itP Ai ionsaaage J, PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION 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] - ROOF SNOW LOAD - BASIC WIND SPEED - WIND EXPOSURE - SEISMIC ZONE CONCRETE NOTES: IF STRUCTURAL ENGINEERING APPLIES, SEE STRUCTURAL NOTES FOR DESIGN CRITERIA 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 28 DAY STRENGTHS W/C RATIO (f'c) 2,400 PSI < .45 4,000 PSI < .45 0. CONCRETE WALLS 4,000 PSI < .45 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. MINIMUM CEMENT CONTENT PER CUBIC YARD 5 Y2 SACKS 6 Y2 SACKS 6 Y2 SACKS 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. 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. . 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) TO EARTH OR WEATHER ( #5 BARS OR SMALLER) - SLABS AND WALLS (INTERIOR FACE) 11. BARS SHALL BE SUPPORTED ON CHAIRS OR DOBIE BRICKS. 12. ANCHOR BOLTS TO CONFORM TO ASTM A307. 2" 1 1/2" 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. PLATES, SHAPES, ANGLES, AND RODS B. SPECIAL SHAPES AND PLATES C. PIPE COLUMNS D. STRUCTURAL TUBING E. ANCHOR BOLTS F. CONNECTION BOLTS ASTM ASTM ASTM ASTM ASTM ASTM A36, Fy 36 KSI A572, Fy 50 KSI A53, Fy 35 KSI A500, Fy 46 KSI A307 A325 TWIST -OFF -TYPE 4. ALL MATERIAL TO BE HOT DIPPED GALVANIZED AFTER FABRICATION PER A123/A123M -00. 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. BUILDING 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. (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 (I.E., 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 1/2" 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 2000 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)/2 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 SYMBOLS: j GRID REFERENCE DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE CENTERLINE PROPERTY /LEASE LINE MATCH LINE WORK POINT GROUND CONDUCTOR TELEPHONE CONDUIT ELECTRICAL CONDUIT a. COAXIAL CABLE OVERHEAD SERVICE CONDUCTORS 1 GROUT OR PLASTER (E) BRICK vZZZZZ ZZZZZZZZZJ (E) MASONRY CONCRETE C I i I--H-111-1.1.11 _ EARTH (: 1 GRAVEL Lc 1A PLYWOOD SAND WOOD CONTINUOUS WOOD BLOCKING E.7Zzz:_:-(Z 2. Z /ll::l STEEL NEW EXISTING NEW ANTENNA EXISTING ANTENNA GROUND ROD GROUND BUS BAR • MECHANICAL GRND. CONN. CADWELD GROUND ACCESS WELL ELECTRIC BOX TELEPHONE BOX LIGHT POLE FND. MONUMENT SPOT ELEVATION SET POINT REVISION ❑ VERIFICATIONS OF MILL REPORT n IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY ANCHOR BOLTS INSTALLATION AND PLACEMENT IN CONCRETE n 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. REVIEWED FOR CODE COMPLIANCE APPROVED MAY 222012 City of Tukwila BUILDING DIVISION ❑ S• PRAYED -ON- FIREPROOFING ❑ STRUCTURAL MASONRY LJ PRESTRESSED CONCRETE ❑ ALL FIELD WELDING n R• EINFORCING PLACEMENT ❑ DESIGNER SPECIFIED (SEE SHEET #_) ❑ O• THER RECtly : CITY QF TULA MAR 3 0 2012 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. WESTOWER sir r • -o iii * aaasaaag a amaaeasia *asap PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08120/13 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GENERAL NOTES & SYMBOLS SHEET NUMBER G -2 // : / / // %/ //, %% %/ /EXISTING BUILDING/ // / / / / /// / 1,///,// / /�; / // //// / // // //, /�' // //, // /EXISTING BUILDING,' // % // // '// // /% %/ // / EXISTING TREES (TYP) ADJACENT ZONING: R -12 /EXISTING BUILDING ,ter I I EXISTING PARKING S 152ND ST PROPERTY LINE EXISTING TREES (TYP) ADJACENT ZONING: R -12 EXISTING PARKING/ , /. / /. /// // /EXISTING / APARTMENTS,/ /EXISTING /. APARTMENTS / /j / / /. / /. j ADJACENT ZONING: R -12 w z –J w 0 0 0 / /7/t///// .... // EXISTING APARTMENTS /EXISTING APARTMENTS / / EXISTING AT &T EQUIPMENT EXISTING LADDER ACCESS DOOR EXISTING COVERED ACCESS LADDER LOCATION OF EXISTING AT &T EQUIPMENT ROOM ON GROUND LEVEL EXISTING COAX RUNS FROM AT &T EQUIPMENT ROOM ROUTED THRU ATTIC CABLE TRAY TO FRP CUPOLA EXISTING UTILITIES /// /// / PROPOSED AT &T (2) DC RUNS AND (1) FIBER RUN ROUTED WITH EXISTING COAX RUNS SUBJECT ZONING: R -12 EXISTING 56' -8" AGL FRP CUPOLA / // / /,/ /// // /EXISTING APARTMENTS j, // / / /// // / // // AT &T MOBILITY PROPOSES TO MODIFY AN EXISTING UNSTAFFED TELECOMMUNICATIONS FACILITY BY REPLACING (3) EXISTING ANTENNAS WITH (6) NEW PANEL ANTENNAS AT NEW ANTENNA MOUNTS (3) TOTAL, (1) PER SECTOR WITH THE ADDITION OF (6) RRH UNITS, (1 ) RAYCAP SQUID; ALSO PROPOSED IS THE ADDITION OF PROPOSED LTE EQUIPMENT MOUNTED ON EXISTING TELCO RACK WITHIN EXISTING MECHANICAL ROOM AND (1) GPS ANTENNA MOUNTED NEAR EXISTING GPS ANTENNA. / / / // /. / / / / / 24 "x36" SCALE: 1" = 30' -0" 11"x17" SCALE: 1" = 60' -0" 30' 15 0" 30' EXISTING APARTMENT BUILDING PROPERTY LINE / / / / / / /// /EXISTING / APARTMENTS/ / // // // // 'j\ w z J PROPERTY North to be determined by site survey if possible). LEGEND OHP OHP u f UGT w ss SD OHT OHT UCT U . w w ss ss SD SD —x A P T x —X —X— x x TRAN• SFORMER LIGHT STANDARD POWER VAULT UTILITY BOX UTILITY POLE POLE GUY WIRE GAS VALVE GAS METER TELEPHONE VAULT TELEPHONE RISER VICINITY MAP 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 BURIED WATER LINE BURIED SANITARY SEWER BURIED STORM DRAIN DITCH LINE /FLOW LINE ROCK RETAINING WALL VEGETATION LINE CHAIN LINK FENCE WOOD FENCE BARBED WIRE /WIRE FENCE - FIRE HYDRANT M GATE VALVE ® WATER METER _ FIRE STAND PIPE ❑ CATCH BASIN, TYPE I 0 CATCH BASIN, TYPE II - SIGN 0 BOLLARD MAIL BOX 234.21 SPOT ELEVATION M (p REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION RECtivtu CITY OF TUKWILA MAR 302012 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. SITE PLAN 1 at &t Your world. Delivered. MPi iixurt r a- tti . ` PACIFIC TELECOM SERVICES, LLC 8828 %. REGISTERED RCHITECT ffkr RICHARE B. HA STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 0 0 z TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL -4 NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SITE PLAN SHEET NUMBER A -1 EXISTING COAX RUNS FROM AT &T EQUIPMENT ROOM ROUTED THRU ATTIC CABLE TRAY TO FRP CUPOLA PROPOSED AT &T (2) DC RUNS AND (1 ) FIBER RUN ROUTED WITH EXISTING COAX RUNS EXISTING FRP CUPOLA ATOP OF EXISTING ROOFTOP EXISTING ACCESS HATCH PROPOSED AT &T RAYCAP SQUID x Q EXISTING AT &T GPS ANTENNA (TO REMAIN) x L) gq MAX2E41 11RIIIIDIIIt!! IC MO numeitnnuni n - MON061 PROPOSED AT &T GPS ANTENNA HUGNN,MID PROPOSED AT &T MOUNTING ARM EXISTING AT &T FLUSH MOUNT BRACKET WITH PIPE MOUNT EXISTING 6X6 POST PROPOSED AT &T LTE PANEL ANTENNA MOUNTED ON PROPOSED MOUNT (TYP OF ALL SECTORS) PROPOSED AT &T GSM /UMTS PANEL ANTENNA PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING CUPOLA (TYP OF (1) PER SECTOR) PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING CUPOLA (TYP OF (1) PER SECTOR) North to be determined by site survey Of possible). EXISTING COAX RUNS FROM AT &T EQUIPMENT ROOM ROUTED THRU ATTIC CABLE TRAY TO FRP CUPOLA EXISTING FRP CUPOLA ATOP OF EXISTING ROOFTOP EXISTING ACCESS HATCH EXISTING ROOF LINE 24 "x36" SCALE: 3/4" = 1 ' -0" 11"x17" SCALE: 3/8" = 1 ' -0" 1' 6" 0" 1' PROPOSED ANTENNA LAYOUT 2 EXISTING 6X6 POST EXISTING AT &T GPS ANTENNA (TO REMAIN) EXISTING AT &T FLUSH MOUNT BRACKET WITH PIPE MOUNT TO REMAIN EXISTING AT &T GSM /UMTS PANEL ANTENNA TO BE REMOVED REVIEWED FOR WOE COMPLIANCE APPROVED MAY 2 2 2012 24 "x36" SCALE: 3/4" = 1' -0" 1 1"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. City of Tukwila BUILDING DIVISION RECtivtiJ CITY OF TUKWILA MAR 3o 2012 PERMIT CENTER North to be determined by site survey if possible). EXISTING ANTENNA LAYOUT 1 at &t Your world. Delivered. iii " . ... et a +r A r . PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08/20/13 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED ANTENNA LAYOUT SHEET NUMBER A -2 EXISTING LADDER ACCESS DOOR EXISTING COVERED ACCESS LADDER EXISTING AT &T BBU RACK EXISTING AT &T EQUIPMENT ROOM EXISTING CLERICAL CABINETS EXISTING MECHANICAL ROOM EXTERIOR ACCESS DOOR EXISTING COAX RUNS FROM AT &T EQUIPMENT ROOM ROUTED THRU ATTIC CABLE TRAY TO FRP CUPOLA PROPOSED AT &T (3) DC RUNS AND (1) FIBER RUN ROUTED WITH EXISTING COAX RUNS EXISTING 56' -8" AGL FRP CUPOLA TO REMAIN 24 "x36" SCALE: 3/8" = 1 ' -0" 11"x17" SCALE: 3/16" = 1' -0" 2' 1' 0" 2' EXISTING AT &T RXAIT CABINET EXISTING AT &T GSM CABINET EXISTING CABLE PORT x Q v x Q 0 L) x 0 x 0 0 x 0 0 x Q 0 0 x 0 0 x 0 0 x 0 0 EXISTING COAX SHROUD ROUTED UP EXTERIOR WALL EXISTING AT &T POWER RACK PROPOSED LOCATION OF RACK MOUNTED LTE EQUIPMENT EXISTING AT &T UMTS CABINET EXISTING MECHANICAL ROOM EXTERIOR ACCESS DOOR EXISTING 200 AMP SEVICE PANEL ni(r--- EXISTING FIBER NEMA BOX North to be determined by site survey (if possible). EXISTING LADDER ACCESS DOOR EXISTING COVERED ACCESS LADDER EXISTING AT &T BBU RACK EXISTING AT &T EQUIPMENT ROOM EXISTING CLERICAL CABINETS EXISTING MECHANICAL ROOM EXTERIOR ACCESS DOOR EXISTING COAX RUNS FROM AT &T EQUIPMENT ROOM ROUTED THRU ATTIC CABLE TRAY TO FRP CUPOLA EXISTING 56' -8" AGL FRP CUPOLA TO REMAIN EXISTING AT &T RXAIT CABINET EXISTING AT &T GSM CABINET - EXISTING CABLE PORT x 0 0 x 0 0 x 0 x 0 0 x 0 0 x 0 0 EXISTING COAX SHROUD ROUTED UP EXTERIOR WALL EXISTING AT &T POWER RACK EXISTING AT &T TELCO RACK (PROPOSED LOCATION OF AT &T LTE EQUIPMENT) EXISTING AT &T UMTS CABINET EXISTING 200 AMP SEVICE PANEL EXISTING FIBER NEMA BOX EXISTING MECHANICAL ROOM EXTERIOR ACCESS DOOR REVIEWED FOR CODE COMPLIANCE APPROVED MAY 2 2 2012 City of Tukwila BUILDING DIVISION RECtivkt) CITY OF TUKWILA MAR 302012 PERMIT CENTER North to be determined by site survey (if possible). PROPOSED EQUIPMENT LAYOUT 2 24 "x36" SCALE: 3/8" = 1 ' -0" 11"x17" SCALE: 3/16" = 1' -0" 2' 1' 0" 2' 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 EQUIPMENT LAYOUT 1 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXISTING & PROPOSED EQUIPMENT LAYOUTS SHEET NUMBER A -3 lk PROPOSED AT &T (2) DC RUNS AND (1) FIBER RUN ROUTED WITH EXISTING COAX RUNS TOP OF EXISTING COVERED LADDER 36 " -1 '" AGL EXISTING COAX RUNS FROM AT &T EQUIPMENT ROOM ROUTED THRU ATTIC CABLE TRAY TO FRP CUPOLA EXISTING ENCLOSED ACCESS LADDER PROPOSED LOCATION OF RACK MOUNTED LTE EQUIPMENT DASHED LINE EXISTING COAX SHROUD ROUTED UP EXTERIOR WALL (BEYOND) DASHED LINE INDICATES EXISTING LOCATION OF EQUIPMENT ROOM EXISTING LIGHTNING PROTECTION EXISTING FRP CUPOLA TO ENCLOSE PROPOSED AT &T PANEL ANTENNAS PROPOSED AT &T RAYCAP SQUID PROPOSED AT &T GPS ANTENNA EXISTING AT &T GPS ANTENNA (TO REMAIN) EXISTING ACCESS HATCH (BEYOND) i i 1 I PROPOSED LOCATION NEW GSM /UMTS PANEL ANTENNA PROPOSED AT &T LTE PANEL ANTENNA MOUNTED ON PROPOSED MOUNT (TYP OF (1) PER SECTOR) TOP OF EXISTING FRP CUPOLA 56' -8" AGL RAD CENTER OF PROPOSED AT &T PANEL ANTENNA PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING CUPOLA (TYP OF (1) PER SECTOR) PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING CUPOLA (TYP OF (1) PER SECTOR) I [IL LI L 11 I. 111 ' II I l II � I • Sr 48' -9" AGL TOP OF EXISTING CUPOLA FLOOR 39' -7" AGL ` TOP OF EXISTING ROOF-( AGL TOP OF GRADE 0' -0" AGL (192' -0" AMSL) 24 "x36" SCALE: 1/8" = 1' -0" 11"x17" SCALE: 1/16" = 1' -0" i i� 8' 6' 4' 2' 0" 8' PROPOSED WEST ELEVATION 2 TOP OF EXISTING COVERED LADDER 36' -1" AGL EXISTING COAX RUNS FROM AT &T EQUIPMENT ROOM ROUTED THRU ATTIC CABLE TRAY TO FRP CUPOLA EXISTING LIGHTNING PROTECTION EXISTING FRP CUPOLA TO ENCLOSE EXISTING AT &T PANEL ANTENNAS EXISTING AT &T GPS ANTENNA (TO REMAIN) EXISTING ACCESS HATCH (BEYOND) EXISTING ENCLOSED ACCESS LADDER DASHED LINE EXISTING COAX SHROUD ROUTED UP EXTERIOR WALL (BEYOND) DASHED LINE INDICATES EXISTING LOCATION OF EQUIPMENT ROOM 1 -X EXISTING AT &T GSM /UMTS PANEL ANTENNAS (TO BE REPLACED) (TYP OF (3) SECTORS) TOP OF EXISTING FRP CUPOLA EXISTING 6X6 POST 56' -8" AGL RAD CENTER OF EXISTING AT &T PANEL ANTENNAS EXISTING (3) TMA AND (3) MHA 11 H 1 ®I i 48' -9" AGL TOP OF EXISTING CUPOLA FLOOR( 39' -7" AGL TOP OF EXISTING ROOF 31' -1" AGL TOP OF GRADE 0' -0" AGL (192' -0" AMSL) REVIEWED FOR CODE COMPLIANCE APPROVED MAY 222012 City of Tukwila BUILDING DIVISION RECttvtU CITY OF TUK1MLA MAR 3 0 2012 PERMIT CENTER 24 "x36" SCALE: 1/8" = V-0" -0" 11"x17" SCALE: 1/16" = 1' -0" MI IN MI II III NI 8' 6' 4' 2' 0" 8' EXISTING WEST ELEVATION 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. 4 ^a WESTOWER ipootAgrarg a ISWVIAMIO PACIFIC TELECOM SERVICES, LLC EXPIRATION DATE OF THE LICENSE: 08120113 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXSITNG & PROPOSED WEST ELEVATION SHEET NUMBER A -4 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. jF WESTOINER imariamitos *mums Irmo* PACIFIC TELECOM SERVICES, LLC ARD $. HAL L { STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 REVISIONS NO. DATE DESCRIPTION N 0 DO O N O 0 0 N ‘' 1 01/18/11 ISSUED FOR PCD REVIEW WJR p N 02/01/11 ISSUED FOR PCD REVIEW WJR 3 1 7E T -_.I ,, 1 ...:. (J 1 FT._ i O NL v (. 17.24" II REVISED FOR FINAL CONSTRCUTION X TOP X DISTRIBUTION SHELF (18 BREAKER POSITIONS) MANUFACTURER: ALPHA TECHNOLOGIES MODEL: 24V/48V DC -DC CONVERTER ARGUSE P /N: 053 - 996 -20 -000 HEIGHT: 8.75 ";,,5RU „(Rack Units) DEPTH: 12 20" 19"/23" RACK MOUNTS WEIGHT: 45 LBS ff: E5 N. MAKE: ARGUS MODEL: 48 VDC CORDEX HEIGHT: 6.3" WIDTH: 3.4” WEIGHT: 11108'LBS Z oF: O w [ct m __.- m I __ m m ., NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET FRONT CONVERTER SHELF (SPACE FOR UP TO 4 CONVERTER POSITIONS) DC —DC CONVERTER 6 NOT USED 7 48 VDC RECTIFIER 5 24 "x36" SCALE: NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: NOT USED 11"x17" SCALE: NOT USED DC POWER SEE DETAIL 4, THIS SHEET [EMPTY] DC /DC CONVERTER RAYCAP DC- 48 -60 -RM RAYCAP SURGE ° ALU /BBU (9926) ° SEE DETAIL 2, THIS SHEET SEE DETAIL 3, THIS SHEET 4 ° ° FIBER CABLE ENCLOSURE FUTURE ALU /BBU .c.... ° 0 0 o 0 ® ® ® ® 0 0 o o 0 ® ° DG TELCO CABINET LAYOUT \, DIAGRAM 0 o o o 0 �� r= GG GAD D RAC o/e AL ER F 1 UTU R F PS U GAB EA TEL URG 992 LE L�, 0 ER ECG TE E 6) U ° L. NOT USED 4 24 "x36" SCALE: NOT TO SCALE „1"x17" SCALE: NOT TO SCALE (2) 2-3/8"0 MOUNTING PIPE MOUNTING BRACKET t p ° ° ° — REVIEWED FOR DE COMPLIANCE ": APPROVED MAY 2 2 2012 City of Tukwila 13U1LDING DIVISION 11 11 !WI ,., I j jl ° 0 ° ° ° ° ° ° ° ° ° ° p ° ° 0 ° ° ° 0 o ° ° STANDARD 19"/23" INDOOR RACK (VERIFY) • 3"0 MOUNTING PIPE �0� p RECtivti CITY OF TUKIMLA MAR 3 0 2012 PERMIT CENTER p MOUNTING BRACKET NOT USED TYPICAL INDOOR RACK CONFIGURATION 1 1 24 "x36" SCALE: 1" = 1 ' -0" 1 "x17" SCALE: 1 /2" = 1' -0" 3 24 "x36" SCALE: NOT USED 11"x17" SCALE: NOT USED 2 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. jF WESTOINER imariamitos *mums Irmo* PACIFIC TELECOM SERVICES, LLC ARD $. HAL L { STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08120/13 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE EXSITNG & PROPOSED WEST ELEVATION SHEET NUMBER A -5 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. r r,ear vct illiONikm rums PACIFIC TELECOM SERVICES, LLC EGISTERED CHITEC� - (CHARD B.' ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 S 152ND ST LC) TUKWILA, WA 98188 REVISIONS NO. DATE PROPOSED ANTENNA CONFIGURATION AND SCHEDULE INITIAL 1 EXISTING 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 0 COAX LENGTH DIPLEXED SECTOR X AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELgC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED GSM 850 135' 48' -9" 1 POWERWAVE 7780 6 0. NO NONE 2 7�8" 70, ,, Yts GSM 850 135' 48' -9" 1 POWERWAVE 7785 �^ 5 0' NO - NONE 2 7/8„ 70, -0„ YES GSM 1900 5 NO (2) KRY1 12 71/2 RXAIT GSM 1900 NO (2) KRY1 12 71/2 RXAIT UMTS 850 8 YES NONE 4 7/8" 70' -0" NO UMTS 850 8 YES NONE 4 7/8" 70' -O" NO UMTS 1900 7 YES (2) LGP 21401 NO UMTS 1900 7 YES (2) LGP 21401 NO LTE 120' 48' -9" 1 KMW AM -X- CD -16- 65 -OOT 13 2' YES - 0 FIBER 70' -O" NO SECTOR Y AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED GSM 850 270' 48'-9" 1 POWERWAVE 7785 4 0' NO NONE 2 7/8" 70' -0" YES RXAIT SECTOR Y AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX 0 COAX LENGTH DIPLEXED GSM 1900 3 NO (2) KRY112 71/2 GSM 850 270' 48' -9 °' 1 POWERWAVE 7780 4 0' NO NONE 2 „ 7/8" „ 70 -0 YES UMTS 850 4 YES NONE 4 7/8 7/8” „ 70 -0 - NO NO GSM 1900 3 NO (2) KRY112 71/2 RXAIT UMTS 1900 3 YES (2) LGP 21401 UMTS 850 4 YES NONE 7/8" 70' -0" NO SECTOR Z AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED UMTS 1900 3 YES (2) LGP 21401 NO GSM 850 45' 48' -9" 1 POWERWAVE 7785 3 0' NO NONE 2 „ 7/8 „ 70 -0 YES RXAIT LTE 255' 48' -9" 1 KMW AM -X- CD -16- 65 -00T 2 0' YES - 0 FIBER 70' -O" NO GSM 1900 2 NO (2) KRY112 71/2 UMTS 850 6 YES NONE 4 7/8" 70' -O" NO NO SECTOR Z AZIMUTH RADCENTER NUMBER OF ANTENNAS VENDOR MODEL ELEC. TILT MECH. TILT RET TMA NUMBER OF COAX COAX COAX LENGTH DIPLEXED UMTS 1900 2 YES (2) LGP 21401 GSM 850 45' 48, -g„ 1 POWERWAVE 7780 3 O' NO NONE 2 7/8" 70' -0" YES GSM 1900 2 NO (2) KRY112 71/2 RXAIT UMTS 850 6 YES NONE 4 7/8" 70 -0 NO UMTS 1900 2 YES (2) LGP 21401 NO LTE 30' 48' -9" 1 KMW AM -X- CD -16- 65 -OOT 2 0' YES - 0 FIBER 70' -O" NO PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING CUPOLA (TYP OF (1) PER SECTOR) PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING CUPOLA (TYP OF (1) PER SECTOR) EXISTING AT &T GPS PROPOSED AT &T GSM UMTS / PANEL EXISTING AT &T GPS ANTENNA (TO REMAIN) PROPOSED AT &T LTE PANEL ANTENNA MOUNTED ON PROPOSED MOUNT (TYP OF (1) PER SECTOR) PROPOSED AT &T GPS ANTENNA EXISTING AT &T GSM /UMTS PANEL ANTENNA (TO REMAIN) EXISTING AT &T GSM -- -. � � -''y �� ' MN' !1111111IRi>IRI�� ®III III -' n `,. I� I i'ilill i; iiiii,1 ° ANTENNA PROPOSED RAYCAP : ;Oo ti ANTENNA TO BE REMOVED ti % • /UMTS PANEL ANTENNA TO BE REMOVED EXISTING AT &T GSM /UMTS PANEL ���� , � � �� ANTENNA TO BE REMOVED I y . }' SECTOR Y t �- I , � �` Vii 270 ,�. > %% ® ®r_ j = - rep, Y I' „ ) ,,' <SECTOR • 270 AT &T SQUID PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING CUPOLA (TYP OF (1) PER SECTOR) �.., 0'0 ,.:- �� SF O 7�O `�S•�+ k REVIEVIIED FOR MODE COMPLIANCE APPROVED s° \� ,h' PROPOSED AT &T M GS /UMTS PANEL ANTENNA SE C�OR Y 10 LSE 2.55 � _ ` \ S �� F -�,�\ cj0 J % ��IF'Q ,I- 20. S�c� uts �+ PROPOSED AT&T AWS RRH UNIT MOUNTED TO EXISTING CUPOLA OF PER SECTOR) 1� a (TYP (1) PROPOSED A T & T LTE PANEL ANTENNA MOUNTED ON PROPOSED MOUNT (TYP OF (1) PER SECTOR) illiwillIlle -` U'r'r I,1 - ° PROPOSED AT &T LTE PANEL ANTENNA MOUNTED ON PROPOSED MOUNT (TYP OF (1 ( () PER SECTOR) II��`� ""`�' ° ® i 1 I I I I I ® � � � iiiiri4 PROPOSED AT &T GSM /UMTS PANEL ANTENNA MAY 2 2 2012 City of Tukwila LOWING DIVISION 11;) 1 RECttVtu CITY OF TUk LA MAR 3 0 2012 PERMIT CENTER PROPOSED AT &T 700MHz RRH UNIT MOUNTED TO EXISTING CUPOLA (TYP OF (1) PER SECTOR) PROPOSED AT &T AWS RRH UNIT MOUNTED TO EXISTING CUPOLA (TYP OF (1) PER SECTOR) 24 "x36" SCALE: 3/4" = 1' 10" 2 24 "x36" SCALE: 3/4" = 1' -0" = 1 11"x17" SCALE: 3/8" = 1' -O" 1, 6" p" 1' PROPOSED ANTENNA CONFIGURATION 11 "x 17" SCALE: 3/8" = l'-O" 1, 6" 0" 1' EXISTING ANTENNA CONFIGURATION 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. r r,ear vct illiONikm rums PACIFIC TELECOM SERVICES, LLC EGISTERED CHITEC� - (CHARD B.' ALL STATE OF WASHINGTON EXPIRATION DATE OF THE LICENSE: 08/20/13 S 152ND ST LC) TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR ANAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE ANTENNA CONFIGURATIONS SHEET NUMBER RF -1 ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. WESTOVVER PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT LI RICHAF D.,-B. H4jLL STATE OF WASH1 TON EXPIRATION DATE OF THE LICENSE: 08/20/13 S 152ND ST TUKWILA, WA 98188 REVISIONS NO. DATE AT &T GPS ANTENNA INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW I N 2 02/01/11 ISSUED FOR PCD REVIEW 1 7/8" O.D. PIPE IN Ili. SITE PRO 1 PIPE TO 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION PIPE CLAMP SET 13 (PART# ACP08K) 13 NOTES: 4 ''1°I+ —'1 iilEe-11: 31 NL 5 03/27/12 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 S BOF TO NOT USED NOT USED RECEIVE CLEAR SIGNALS ROM AU MINIMUM FOUR (4) SATELLITES. VERIFY WITH HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 24 "x36" SCALE: NOT TO SCALE 11"x 17" SCALE: NOT TO SCALE lO 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 9 NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS NOTE: MOUNT RRH UNITS PER MANUFACTURES SPECIFICATIONS GPS MOUNTING D ETAI L 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 8 I d ri J. , , .. t'i i, (O S °� )' 01' r •:o i l FRONT //f/; 1 9 �LD " 'ol� 1� „ 11.0 Ili inlEgni( IN :T6 ■ ,......e„,7, ,k0 4 °�; / / / / /�� ri ,,,- ►It:l4-1- t. �l \1 \mil —�_�+ 1 �� . N NOTE: TO BE INSTALLED WITHIN 6 FEET OF RADIO UNIT = 11`_O i r1 �, , `� I� 1' Po &ili. I a d- MOUNTING PIPE � RRH �` - .� c' N MOUNTING - BRACKETS / \� II ��\ ccCC j`� s l r 1� ISO VIEW MANUFACTURER: RAYCAP MODEL: DC6- 48- 60 -18 -8F "SQUID" �, " MODEL: 9442 RRH 700MHz_15.5 (Lower Band) HEIGHT: 21" �� WIDTH: 12.2 DEPTH: 10.8,1, WEIGHT: 51 LBS o °' L' I �i � �a'�,��� I� / I1 z ' II tl �� ® �f i o� - ( )i I( �( 1 II; ! 111 MANUFACTURER: ALCATEL— LUCENT MODEL: 9442 RRH AWS HEIGHT: 24.4" WIDTH: 10.6" DEPTH: 6.7" WEIGHT: 43 LBS - FRONT 188E EIEEEEEEOEBBEB°ovO°H8BS88RII MOUNTING 18.0" " BRACKET BY MANUFACTURER No MOUNT " RRH 700MHZ DETAIL 7 RRH AWS DETAIL 6 RAYCAP SQUID DETAIL 5 24 "x36" SCALE: 1 1/2 " =1' -0" 1 1 "x 17" SCALE: 3/4"=1'-0" 24 "x36" SCALE: 1 1/2 " =1' -0" 11"x17" SCALE: 3/4"=1'-0" ' " / 2"x36" SCALE: 1 1/2 " =1-0" 5 11"x17" SCALE: 3/4"=1'-0" MECHANICAL DOWNTILT BRACKET I ' I I � REMOVEABLE COVER t "PI\ r..�,_ 01311Lip 1 1 1 " 5" MANUFACTURER: POWERWAVE MODEL: 7780 WEIGHT: 33 LBS (EXCLUDING BRACKETS) DIMENSIONS: (HxWxD) 55 "x1 1 "x5" FREQUENCY: REFER TO RF DATA SHEET X _ in � S� _ �n REVIEWED FOR ODE COMPLIANCE APPROVED MAY 2 2 2012 City Of Tukwila BUILDING DIVISION MOUNTING: PRE — MOUNTED STANDARD BRACKETS CONNECTORS: 7/16 DIN FEMALE CONNECTOR POSITION: BOTTOM REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP 1 1.8 5.9 -c—fie C. 0 N a .7-001 G;- ao o! _ --"- —�\� r MANUFACTURER: KMW COMMUNICATIONS MODEL: AM— X— CD- 16- 65— OOT —RET (72 ") WEIGHT: 48.5 LBS DIMENSIONS: 1 1.8" X 5.9" X 72.0" FREQUENCY: REFER TO RF DATA SHEET -f t , - I I - o f ■ ® ° � VAC 1 C o — _ _ ���• ' ��i — — — —'� RF CONNECTOR, TYP ® ®. ®ooe • � ° ° REMOVEABLE 19" i 1 1.8 1 1.8 ' TOP 19.0" RE F TUK CITY O WILA I RACK EAR, TYP '; STANDARD 19" `/ TOP MAR' 3 0 2012 KIWI (MI i 1111 I'll -- . 11" ' EQUIPMENT RACK 'i. PERMIT CENTER TOP BOTTOM �- RF CONNECTOR, TYP REMOTE ELECTRICAL DOWNTILT ACTUATOR, TYP FRONT SIDE RF CONNECTOR, TYP 19.0" / MANUFACTURER: ALCATEL— LUCENT MODEL: 9926 BBU HEIGHT: 19" WIDTH: 3.469 "; 2U (Rack Units) DEPTH: 1 1.81 " WEIGHT: 26 LBS �t-'=- - '' r REMOTE ELECTRICAL �� DOWNTILT ACTUATOR, TYP BOTTOM MANUFACTURER: ROSENBERGER MODEL: FB -15 —ABOX CEQ 10505 EXCESS FIBER CABLE ENCLOSURE DIMENSIONS: 17 "W X 1 -3/4 "H (1U) X 12 "D CAPACITY: 20m (65'±) OF 10MM CABLE / \ 17,1 0,- a" - 0, ' r` k N E5h r..�g Uzi;; INIMM Mmi FRONT SIDE FRONT ANTENNA SPECIFICATIONS 4 ANTENNA SPECIFICATIONS 3 EXCESS FIBER CABLE ENCLOSURE 2 RACK MOUNTED BBU DETAIL 1 1 24 "x36" SCALE: 3/4 " =1' -0" 11"x17" SCALE: 3/8"=1'-0" 24 "x36" SCALE: 3/4 " =1' -0" 11"x17" SCAI E: 3 /8"=1'-0" 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 24 "x36" SCALE: 1 1/2 " =l' -0" 11"x17" SCALE: 3/4"=1'-0" ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. at &t Your world. Delivered. WESTOVVER PACIFIC TELECOM SERVICES, LLC REGISTERED ARCHITECT LI RICHAF D.,-B. H4jLL STATE OF WASH1 TON EXPIRATION DATE OF THE LICENSE: 08/20/13 S 152ND ST TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE RF DETAILS SHEET NUMBER RF -2 x 0 x 0 0 x 0 x 0 0 �i9111 1 Atli rl I SYMBOL DESCRIPTION ® COPPER GROUND ROD I• CADWELD CONNECTION SIDE SPLICE CADWELD RM'�� qP Gj� �q'�0 RECtiv kU UV OF TuonLA MAR 302012 PERMIT CENTER SYMBOL DESCRIPTION ►�� TEST WELL GROUND BAR A �Yl/1 A FIELD VERIFY & TIE INTO EXISTING GROUNDING SYSTEM GROUNDING KEYED NOTES: ANTENNA GROUND BUSS BAR NEAR ANTENNA MOUNTS WITH COAX O GROUND KIT. SEE DETAIL 9/E -5 FOR GROUND BAR CONSTRUCTION, SEE DETAIL 7/E -5 FOR GROUND WIRE CONNECTIONS, AND SEE DETAIL 6/E -5 FOR COAX GROUNDING. O#6 AWG ANTENNA MOUNT GROUND TO ANTENNA GROUND BUSS BAR (TYP OF 12) O #6 AWG GROUND FROM RRH UNITS TO ANTENNA GROUND BUS BAR (TYP OF 6) SEE DETAIL 5/E -2 O #6 AWG GROUND FROM RAYCAP SQUID TO TIE INTO ANTENNA 4 GROUND BUSS BAR. O#6 AWG GROUND FROM ANTENNA GROUND BUSS BAR TO TIE INTO EXISTING ROOF GROUNDING SYSTEM (TYP OF (2) PLACES) ® CAD WELD (TYP). NOTE: AT &T TO TIE INTO EXISTING BUILDING GROUNDING SYSTEM FOR ELECTRICAL AND TELCO AT SAME LOCATIONS AS EXISTING ELECTRICAL AND TELCO SERVICES. 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. GROUNDING ROD NOTES (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. REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE SCHEMATIC GROUNDING PLAN SHEET NUMBER E -1 NOT USED 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 15 NOT USED 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 14 NOT USED 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 11 NOT USED 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 10 NOT USED 24 "x36" SCALE: NOT TO SCALE 13 11"x17" SCALE: NOT TO SCALE NOTE: COAT ALL MECHANICAL CONNECTIONS WITH "NOOX" OR APPROVED EQUAL NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION DOUBLE LUGS, ATTACH TO GROUND BAR & INSTALL BY ANTENNA CONTRACTOR (CADWELD TYPE —GL) NEW 4 "x 24 "x 1/4" thk COPPER GROUND BAR. INSTALLED BY GENERAL CONTRACTOR 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 0 0 0 0 0 0 0 0 0 24" FIELD VERIFY #2 SOLID BARE TINNED COPPER WIRE CADWELD (TYPE GL) NOT USED 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE COPPER GROUND BAR ON WALL, ICE BRIDGE, FLOOR OR ON ANTENNA TOWER #6 AWG FROM ANTENNA CABLE GROUND KIT 0000 OO 0000 *TWO HOLE LUG, OR EXOTHERMIC WELD TO BE USED WITH #2 AWG BCW TO BUILDING SERVICE GROUND OR GROUND RING NOTE: GROUND BARS AT BOTTOM OF TOWERS /LIGHT POLES SHALL ONLY USE EXOTHERMIC WELDS. GROUND CONDUCTOR SHALL BE ELIMINATED WHEN GROUND BAR IS ELECTRICALLY BONDED TO METAL TOWER /LIGHT POLE STRUCTURE GROUND WIRE INSTALLATION 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 7 NOT USED 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY 4 NOT 24 "x36" SCALE: NOT 11"x17" SCALE: NOT USED TO SCALE TO SCALE 3 NOT USED 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 6 TYPE TA TYPE VN TYPE NC TYPE SS TYPE VV TYPE VS TYPE VB TYPE PT TYPE GT TYPE GY TYPE GR TYPE GL CADWELD GROUNDING CONNECTIONS BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. 24 "x36" SCALE: NOT TO SCALE 11"x17" SCALE: NOT TO SCALE 2 NOT USED 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE GROUND BAR 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE NOT USED 24 "x36" SCALE: NOT TO SCALE 11 "x17" SCALE: NOT TO SCALE 12 9 5 t:»2To61(o i%4iF it A101/4 0.0 RECtIVt CITY OF TU LA MAR 3 0 2012 PERMIT CENTER NOT USED 24 "x36" SCALE: NOT TO SCALE 1 11 "x17" SCALE: NOT TO SCALE at &t Your world. Delivered. EliabINER nal Or • la fitio z PACIFIC TELECOM SERVICES, LLC GISTERED CHITECT f�C lARt3..B. HAL STATE OF WASH EXPIRATION DATE OF THE LICENSE: 08/20113 Lc) 0 171-' 0 z N LO LO TUKWILA, WA 98188 REVISIONS NO. DATE DESCRIPTION INITIAL 1 01/18/11 ISSUED FOR PCD REVIEW WJR 2 02/01/11 ISSUED FOR PCD REVIEW WJR 3 03/03/11 ISSUED FOR FINAL CONSTRCUTION CRW 4 10/10/11 REVISED FOR FINAL CONSTRCUTION NL 5 03/27/12 REVISED FOR FINAL CONSTRCUTION NL NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET TITLE GROUNDING DETAILS SHEET NUMBER E -2 1 EXPIRES '7/3'/i I GENERAL STRUCTURAL NOTES (The following apply unless shown otherwise on the plans) CRITERIA: ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, THE 2009 INTERNATIONAL BUILDING CODE DESIGN LOADING CRITERIA: a. ROOF SNOW LOAD (PF) b. BASIC WIND SPEED (V3S) 1. Kzt 2. WIND IMPORTANCE FACTOR (Iw) c. SEISMIC DESIGN CATEGORY 1. SDS 2. RESPONSE MODIFICATION FACTOR (R) 3. AMPLIFICATION FACTOR (Cd) 4. SEISMIC IMPORTANCE FACTOR (le) 25 PSF 85 MPH (EXP. B) 1.0 1.0 D 0.989g 2.5 1.0 1.0 OVERALL NOTES: a. PLANS, SECTIONS, AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS. b. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. c. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE & STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. d. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS & THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND /OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND /OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. e. CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT & STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. f. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL ELEMENTS IN THEIR FINAL POSITIONS, PROPERLY SUPPORTED AND BRACED. h. THE CONTRACTOR, IN THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRACING AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL COMPLETED STRUCTURE. i. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE SHORING AND BRACING ELEMENTS. g. BOLTS / NAILS / CONNECTORS: a. ALL WOOD MEMBERS SHALL HAVE STEEL CONNECTORS, SUCH AS THOSE MANUFACTURED BY THE SIMPSON COMPANY, TO JOIN RAFTERS, TRUSSES, JOISTS, OR BEAMS TO OTHER MEMBERS AT FLUSH - FRAMED CONDITIONS. CONNECTOR CONDITIONS SHALL UTILIZE TYPE U, TYPE IU OR TYPE HU HANGERS OF A SIZE SPECIFICALLY DESIGNED FOR THE MEMBER SUPPORTED, AS SHOWN IN MANUFACTURER'S PUBLISHED TABLES. USE MAXIMUM NUMBER AND SIZE NAILS INDICATED IN MANUFACTURER'S TABLES, U.N.O. ALL NAIL HOLES SHALL BE FILLED. b. ALL SHEET STEEL CONNECTORS ATTACHED TO TREATED LUMBER SHALL BE HOT - DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A653. c. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (2001 EDITION) WITH A LEAD BORE HOLE OF 60 -70% OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/813 AND SMALLER LAG SCREWS. d. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, 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. e. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE MADE USING SPECIFIED HIGH STRENGTH ASTM A307 BOLTS. FASTENERS SHALL BE INSTALLED IN PROPERLY ALIGNED HOLES. ALL BOLTS AT EVERY CONNECTION 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. h. 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. i. ALL BOLTED CONNECTIONS SHALL USE LOCK WASHERS. STRUCTURAL WOOD FRAMING: a. 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. b. FRAMING LUMBER SHALL BE KILN DRIED OR MC -19, & GRADED & MARKED IN CONFORMANCE WITH W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM STANDARDS BELOW. c. SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR -LARCH NO. 2 U.N.O. WHICH SHALL HAVE THE FOLLOWING PROPERTIES: • FB 1,000 PSI • FV 140 PSI • E 1,300 KSI f. g. (E) TRUSS (N) 2x4 STUD AT 11 (E) TRUSSES (E) BEAM (E) TRUSS (N) 2x4 STEEPLE LEG, THRU TO BEAM AT EACH CORNER A -A (E) 22' -0" BEAM ENGAGES 11 TRUSSES (N) 2x6 w/ (2) 10d NAILS PER TRUSS (N) A34 AT TOP & BOTT OF (N) 2x4 STUD (E) TRUSS (N) 2x6 w/ (2) 10d NAILS PER TRUSS (N) A34 TOP & BOTT (E) BEAM (E) TRUSS A -A, TYP B -B, TYP FACE OF (N) 2x4 STUD TO ALIGN w/ FACE OF (E) TRUSS ABOVE (N) 2x4 STUD @EACH TRUSS ALONG BEAM (11) LOC's, FIT TIGHT. 2x6 NEED NOT BE CONTINUOUS THRU STEEPLE LEG B -B 22'-0" )Q oc4(( REVIEWED FOR CODE COMPLIANCE APPROVED MAY 222012 City of Tukwila BUILDING DIVISION RECtivtu CITY OF TUKIMLA MAR' 3 0 2012 PERMIT CENTER 24 "x36" SCALE: 1/8" = 1' -0" 11 "x17" SCALE: 1/16" = 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. TRUSS SECTION 1 at &t Your world. Delivered. STS PACIFIC TELECOM SERVICES, LLC THIS SET OF DRAWINGS PREPARED BASED ON THE STRUCTURAL ANALYSIS REPORT PERFORMED BY PTS ENGINEERING, DATED SEPTEMBER 29, 2011. SEALED BY ERIC SCHULTZ, P.E. Lc) 0 0 z N TUKWILA, WA R_VIS O\S NO. DATE DESCRIPTION INITIAL 1 09 -29 -11 PERMIT MBK NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET SHEET T TLE STRUCTURAL PLAN & NOTES SHEET NUMBER S -1