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HomeMy WebLinkAboutPermit D10-270 - CLEARWIRE - WIRELESS TELECOMMUNICATION FACILITYCLEARWIRE 3516 S 146 ST EXPIRED OS -28 -I1 D10 -270 City ofTukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0040000315 Address: 3516 S 146 ST TUKW Suite No: Project Name: CLEARWIRE DEVELOPMENT PERMIT Permit Number: Issue Date: Permit Expires On: D10-270 Owner: Name: ARK SUNSET VISTA Address: C/O USGI INC , 9375 CHESAPEAKE ST STE 215 20646 Contact Person: Name: SARAH TELSCHOW Phone: 425 - 274 -4444 X114 Address: REALCOMM ASSOCIATES , 14432 SE EASTGATE WY - SUITE 260 98007 Contractor: Name: WREN COMM INC Address: 1410 80 ST SW, STE A , EVERETT WA 98203 Contractor License No: WRENCI *0020K Phone: 425 - 252 -1282 Expiration Date: 01/07/2013 DESCRIPTION OF WORK: NEW ROOFTOP WIRELESS TELECOMMUNICATION FACILITY. PLEASE SEE THE PROJECT DESCRIPTION FOR MORE DETAILED INFORMATION Value of Construction: $60,000.00 Fees Collected: $1,754.16 Type of Fire Protection: NONE International Building Code Edition: 2009 Type of Construction: Occupancy per IBC: 0026 Electrical Service Provided by: * *continued on next page ** doc: IBC -7/10 D10-270 Printed: 03 -01 -2011 Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: Hauling: N Start Time: End Time: Land Altering: Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: Moving Oversize Load: Start Time: End Time: Sanitary Side Sewer: Sewer Main Extension: Private: Storm Drainage: Street Use: Profit: N Water Main Extension: Private: Water Meter: Permit Center Authorized Signature: N Date: I hereby certify that I have read and examined this governing this work will be complied with, whethe pecified herein or not. Public: Non - Profit: N Public: it and know the same to be true and correct. All provisions of law and ordinances The granting pf this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction 9r the perfig ance of work. I am authorized to sign and obtain this development permit and agree to the conditions attached to this permit ,-g 1 P,. Signatur Print Nam xx -a h T c kSchaf Date:03 -0I — I This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. PERMIT CONDITIONS: 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes shall be made to the approved plans unless approved by the design professional in responsible charge and the Building Official. 3: All permits, inspection records, and approved plans shall be at the job site and available to the inspectors prior to start of any construction. These documents shall be maintained and made available until final inspection approval is granted. 4: All construction shall be done in conformance with the approved plans and the requirements of the International Building Code or International Residential Code, International Mechanical Code, Washington State Energy Code. 5: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks, wells, and other excavations. Final inspection approval will be determined by the building inspector based on satisfactory completion of this requirement. 6: Manufacturers installation instructions shall be available on the job site at the time of inspection. doc: IBC -7/10 D10 -270 Printed: 03 -01 -2011 7: All electrical work shall be inspected anroved under a separate permit issued by t1ity 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. 9: ** *FIRE DEPARTMENT CONDITIONS * ** 10: The attached set of building plans have been reviewed by the Fire Prevention Bureau and are acceptable with the following concerns: 11: Provide a clearly labeled, readily visible Emergency Power Shut -Off switch that will de- energize all power to the rooftop antennas. 12: Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (City Ordinances #2050 and #2051) 13: Any overlooked hazardous condition and/or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. 14: These plans were reviewed by Inspector 511. If you have any questions, please call Tukwila Fire Prevention Bureau at (206)575 -4407. 15: ** *PLANNING * ** 16: Applicant shall comply with all conditions of L10 -066 prior to final approval of the building permit. doc: IBC -7/10 D10 -270 Printed: 03 -01 -2011 CITY OF TUKWILA Community Development Department Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http://www.ci.tukwila.wa.us Building Permit No. p LQ -G17 Q Mechanical Permit No. Plumbing/Gas Permit No. Public Works Permit No. Project No. (For office use only) Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. * *Please Print ** SITE LOCATION Site Address: 3516 S. 146th Street Clearwire Tenant Name: Property Owners Name: King Co Assessor's Tax No.: 0040000315 Suite Number: Ark Sunset Vista (c /o USGI Inc.) Floor: New Tenant: Yes El ..No 20646 Zip Mailing Address: 9375 Chesapeake Street, Suite 215 La Plata MD City State CONTACT PERSON - who do we contact when your permit is ready to be issued Name: RealCom Associates - Sarah Telschow Mailing Address: 14432 SE Eastgate Way, Suite 260 E -Mail Address: stelschow @realcomassoc.com Day Telephone: (425) 274 -4444 Bellevue WA 98007 City State Fax Number: (425) 274 -4449 Zip GENERAL CONTRACTOR INFORMATION — (Contractor Information for Mechanical (pg 4) for Plumbing and Gas Piping (pg 5)) Company Name: TBD Mailing Address: Contact Person: E -Mail Address: Contractor Registration Number: City Day Telephone: Fax Number: Expiration Date: State Zip ARCHITECT OF RECORD - All plans must be wet stamped by Architect of Record Company Name: Morrison Hershfield Corporation Mailing Address: 2 South University Drive, Suite 245 Contact Person: Rick Matteson Plantation FL 33324 E -Mail Address: rmatteson @morrisonhershfield.com City State Day Telephone: (425) 289 -5924 Fax Number: (425) 451 -1369 Zip ENGINEER OF RECORD - All plans must be wet stamped by Engineer of Record Company Name: Morrison Hershfield Corporation Mailing Address: 2 South University Drive, Suite 245 Contact Person: Rick Matteson Plantation FL 33324 E -Mail Address: rmatteson @morrisonhershfield.com H:Wpphcations\Forms- Applications On Lme12009 Applications \I -2009 - Permn Application :doe Revised: 1 -2009 bh City State Day Telephone: (425) 289 -5924 Fax Number: (425) 451 -1369 Zip Page 1 of 6 BUILDING PERMIT INFORMATION - 206 - 431 -3670 Valuation of Project (contractor's bid price): $ 60,000 Existing Building Valuation: $ Scope of Work (please provide detailed information): New rooftop wireless telecommunication facility Please see the Project Description for more detailed information. Will there be new rack storage'? ❑ Yes 0.. No If yes, a separate permit and plan submittal will be required. Provide All Building Areas in Square Footage Below PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes -. explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? m Yes ❑ No If -yes', attach list of materials and storage locations on a separate 8-1:2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County Health Department. 11:`Applications i onus- Applications On LineV2009 Applications,1 -2009 - Permit Application. doe Revised: 1 2009 bh Page 2 of 6 Existing Interior Remodel Addition to Existing Structure New Type of Construction per IBC Type of Occupancy per IBC 1St Floor rd Floor 3rd Floor Floors thru Basement Accessory Structure* Attached Garage Detached Garage Attached Carport Detached Carport Covered Deck Uncovered Deck PLANNING DIVISION: Single family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? ❑ Yes m No If "yes -. explain: FIRE PROTECTION /HAZARDOUS MATERIALS: ❑ Sprinklers ❑ Automatic Fire Alarm m None ❑ Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? m Yes ❑ No If -yes', attach list of materials and storage locations on a separate 8-1:2 "x 11 " paper including quantities and Material Safety Data Sheets. SEPTIC SYSTEM ❑ On -site Septic System — For on -site septic system. provide 2 copies of a current septic design approved by King County Health Department. 11:`Applications i onus- Applications On LineV2009 Applications,1 -2009 - Permit Application. doe Revised: 1 2009 bh Page 2 of 6 PERMIT APPLICATION NOTES — Applicable to all permits in this application Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. Building and Mechanical Permit The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition). Plumbing Permit The Building Official may grant one extension of time for an additional period not exceeding 180 days. The extension shall be requested in writing and justifiable cause demonstrated. Section 103.4.3 Uniform Plumbing Code (current edition). I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OVA Signature ti I : Date: UCi— 23-10 Print Nattte: Sarah Telschow Day Telephone: (425) 274 -4444 Bellevue (Z'ER AGENT: Mailing AAdress: 14432 SE Eastgate Way, Suite 260 WA 98007 City State Date Application Accepted: Date Application Expires: Staff Initials: Zip H: W pplicationsTorms- Applications On Line A2009 Applications VI -2009 - Permit Appl ication.doc Revised: 1 2009 bh Page 6 of 6 • City of Tukwila yDepartment of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Parcel No.: 0040000315 Address: 3516 S 146 ST TUKW Suite No: Applicant: CLEARWIRE RECEIPT Permit Number: D10 -270 Status: APPROVED Applied Date: 09/28/2010 Issue Date: Receipt No.: R11 -00385 Initials: TLS User ID: 1684 Payment Amount: $693.76 Payment Date: 03/01/2011 04:00 PM Balance: $0.00 Payee: CLEAR WIRELESS LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 00047727 693.76 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES STATE BUILDING SURCHARGE 000.322.100 689.26 640.237.114 4.50 Total: $693.76 doc: Receiot -06 Printed: 03 -01 -2011 • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: ht43://www.ci.tukwila.wa.us RECEIPT Parcel No.: 0040000315 Permit Number: D10-270 Address: 3516 S 146 ST TUKW Status: PENDING Suite No: Applied Date: 09/28/2010 Applicant: CLEARWIRE Issue Date: Receipt No.: R10 -01923 Initials: User ID: WER 1655 Payment Amount: $371.14 Payment Date: 09/28/2010 03:32 PM Balance: $693.76 Payee: CLEARWIRE LEGACY LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 00247110 371.14 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts BUILDING - NONRES 000.322.100 371.14 Total: $371.14 doc: Receiot -06 Printed: 09 -28 -2010 • �J�.` w City of Tukwila �. Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Fax: 206 - 431 -3665 Web site: http://www.ci.tukwila.wa.us Parcel No.: 0040000315 Address: 3516 S 146 ST TUKW Suite No: Applicant: CLEARWIRE RECEIPT Permit Number: D10 -270 Status: PENDING Applied Date: 09/28/2010 Issue Date: Receipt No.: R10 -01922 Payment Amount: $689.26 Initials: WER Payment Date: 09/28/2010 03:31 PM User ID: 1655 Balance: $1,064.90 Payee: CLEARWIRE LEGACY LLC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 00247110 689.26 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts PLAN CHECK - NONRES 000.345.830 689.26 Total: $689.26 doc: Receiot -06 Printed: 09 -28 -2010 m MORRISON F^iERSSHFIELA_ REVIEWED FOR CODE COMPLIANCE APPMVED JAN 1 U 2011 City of Tukwila BUILDING DIVISION Yan Wang, PE WA License #44138 2 South University Drive, Suite 245, Plantation, FL 33324 LB copy , STRUCTURAL CALCULATION SITE NAME: RIVERTON NORTH SITE NUMBER: WA- SEA264 -D SITE ADDRESS: 3516 S 146T8 STREET TUKWILA, WASHINGTON 98168 PROJECT NUMBER: 8100109.00 DATE: OCTOBER 6, 2010 MORRISON HERSHFIELD CORPORATION 2 SOUTH UNIVERSITY DRIVE #245 PLANTATION, FL 33324 (954) 577 -4655 /PHONE (954) 577 -4656 /FAX RECEIV CITY OF TU LA OCT 07 2010 PERMIT CENTER Ph: (954) 577 -4655 Fax: (l (7e51i P L E T E LTR� IP:11■ MORRISON HERSHFIELD PURPOSE Verify the safe capacity of the existing roof - mounted antenna shroud to carry the revised antenna loads. DESIGN REFERENCES 2009 International Building Code w/ 2010 Washington state amendments ASCE 7 -05 Minimum Design Loads for Building and Other Structures National Design Specification (NDS) for Wood Construction 2005 Edition. AT &T as -built drawings for site #STTLWASG19 by TRK Engineering dated 02/10/2004 Structural calculation report for AT &T site #961S03059B-SG19 by TRK Engineering dated 09/06/2002 Wind Load 85 mph (3- second gust) Exposure `B" Importance Factor = 1.00 Seismic Load SS = 1.501 S1= 0.518 Site Class = "D" Occupancy Category II Importance Factor = 1.00 m MORRISON HERSHFIELD WIND LOAD CALCULATION V. Wind Loads : ASCE 7 - 05 Importance Factor Basic Wind speed Directionality (Kd) Mean Roof Ht (h) Parapet ht above grd Minimum parapet ht Exposure Category Enclosure Classif. Internal pressure Type of roof Building length (L) Least width (B) Kh case 1 Kh case 2 1.00 85 mph 0.85 32.0 ft 37.0 ft 5.O ft B Enclosed Building +/ -0.18 Monoslope 280.0 ft 70.0 ft 0.714 0.714 Topographic Factor (Kzt) Topography Hill Height (H) Half Hill Length (Lh) Actual H/Lh = Use H/Lh = Modified Lh = From top of crest: x= Bldg up /down wind? Flat 00 ft 0.0 ft 0.00 0.00 0.0 ft 0.0 ft downwind H /Lh= 0.00 x/Lh = 0.00 7/11 = 0.00 At Mean Roof Ht: Kzt = (1+K, K2K3)^2 = Wind Load on Faux Chimney Importance Factor = Gust Effect Factor (G) = Kzt= C. Chimneys. Tanks & Similar Structures Height ight to centtoid of Af (z) Cross - Section Directionality (Kd) Height (h) Width (D) Type of Surface 41.0 fl Square 0.90 8.5 ft 3.0 ft N/A 1.00 0.85 1.00 K2 = K3 = H< 60ft;exp B Kzt-1.0 0.000 0.000 1.000 1.000 Wind Speed Exposure Square (wind along diagonal) Cf = 1.03 F= gz0CfAf= 11.2 Af Af = 10.0 sf F= 112 lbs Speed -up x(downwind) 2D RIDGE or 3D AXISYMMETRICAL HILL 85 mph B Kz = 0.766 Base pressure (qz) = 12.8 psf h/D = 2.83 Square (wind normal to face) Cr = 1.33 F = qz G Cr Ar = 14.4 Af At = 25.5 sf F = 368 1bs MORRISON HERSHFIELD SEISMIC LOAD CALCULATION VI. Seismic Loads: ASCE 7- 05 Occupancy Category. Importance Factor (1) : Site Class : Ss (0.2 sec) _ Si (1.0sec)= Fa = 1.000 Fv= 1.500 Seismic Design Category = NumberofStoties: Structure Type: Horizontal Struct Irregularities: Vertical Structural Irregularities: Flexible Disphragns: Building System: Seismic resisting systern: System Building Height Limit: Actual Building Haydrt (hn) 11 1.00 D 150.10 %g 51.80 %g Sins = 1.501 Sml = 0.777 Sos- 1.001 So, = 0.518 D 4 Not applicable No plan Irregularity No vertical Irregularity No Bearing Wall Systems Light frame walls with shear panels - wood structural panels /sheet steel panels 65 ft 32.0 ft ARCHITECTURAL COMPONENTS SEISMIC COEFFICIENTS Design Category= D Design Category = D Architectural Component : 2. Cantilever Elements (Unbraced or Braced to Stmctutal Frame Below Its Center of Mass) b. Chimneys and stacks when laterally braced or supported by the structural frame hnpotlatice Factor (Ip) : 1.0 Component Amplification Factor (ad = 2.5 h= 41.0 feet Comp Response Modification Factor (RP) = 2.5 z= 32.0 feet z/h = 0.78 Fp = 0.4apSds1pWp(1 +2z/lt)/Rp = 1.025 Wp not greater than Fp =1.6SdsIpWp = 1.601 Wp but not less than Fp = 0.3SdsIpWp = 0.300 Wp use Fp = 1.025 Wp Antenna shroud weight 380 lbs (est.) Antennas /mounts weight 140 lbs Total weight = 520 lbs Total seismic effect on antenna shroud = 1.025 *520 = 533 lbs Seismic effect considered in load combination = 0.7 *533 = 373 lbs Seismic load has a larger impact than the wind load, therefore it controls the lateral and connection design. Fri MORRRISON HERSHFIELD FAUX CHIMNEY ON ROOF Z' = 100x1.6x1.0x1.0 = 160 lbs (6)* 160 = 960 lbs > 690 lbs OK Chimney weight = 520 lbs Chimney lateral load = 373 lbs Connection to parapet 373 *(8.5/2 +5) /5 = 690 lbs Parapet section width = 4.0 ft Shear = 690/4 = 173 plf Per IBC table 2306.3 and 5/16" plywood sheathing w/ 6d common nails at 6" on centers at edges, Allowable shear = 180 plf > 173 plf OK (6) t/o "x6" lag screws used to connect ledger beam to studs, Use G = 0.43 Z = 100 lbs Z' = ZCDCMct CD= 1.6 CM = Ct =1.0 (3) 3/8 "x6" lag screws used to connect mount to leger beam, Use G = 0.43 Z = 160 lbs Z' = ZCDCMCt CD= 1.6 CM = Ct = 1.0 Z' = 160x1.6x1.0x1.0 = 256 lbs (3) *256 = 768 lbs > 690 lbs OK (4) %Z "x6" lag screws used to anchor mount base plate, Use G = 0.43 Z = 290 lbs Z' = ZCDCMCt CD= 1.6 CM= Ct =1.0 m� MORRISON HERSHFIELD Z' = 290x1.6x1.0x1.0 = 464 lbs (4) *464 = 1856 lbs > 317 lbs OK (10) t /4 "x8" lag screws used to tie sleeper timber to roofjoists, Use G = 0.43 Z = 100 lbs Z' = ZCDCMCt CD= 1.6 CM= Ct= 1.0 Z' = 100x 1.6x 1.0x 1.0 = 160 lbs (10)* 160 = 1600 lbs > 317 lbs OK Check existing 2x10 roofjoists, Design DL = 17 psf Design LL = 25 psf Roof joists are adequate. Refer to attached ENERCALC calculations. Morrison Hershfield Corporation 2 South University Drive, Suite 245 Plantation, FL 33324 (954) 577 -4655 /Phone (954) 577 - 4656 /Fax Title : Riverton North Dsgnr: Project Desc,: WA- SEA264 -D Project Notes : Job# 8100148 Prated: 27 SEP 2010, 2:14PM Wood Beam Design Lic # ::KW- 06004028 Description : Existing 2x10 Roof Joists Material Properties Rio: v:lproiect810 ser1e418100148 clearwfre washingtanlwa sea2641atruc1uralloist chack.ec6 ENERCALC, INC. 1983-2010, Ver.. 6.1.51 License Owner : rnorrison hershfield corporation Calculations per IBC 2000, CBC 2007, 2005 NDS E: Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0ksi Analysis Method : Allowable Stress Design Load Combination 2006 IBC & ASCE 7-05 Wood Species Wood Grade : Douglas Fir - Larch (North) No. 1 /No. 2 Fb - Tension Fb - Compr Fc - Pr!! Fc - Perp Fv Ft Beam Bradng : Beam is Fully Braced against lateral- torsion buckling D(0.104) 850.0 psi 850.0 psi 1,400.0 psi 625.0 psi 180.0 psi 500.0 psi Density 31.570pcf Repetitive Member Stress Increase Span =14.Oft Applied Loads Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load : D = 0.0170, L = 0.0250 ksf, Tributary Width =1.333 ft Point Load : D = 0.1040 k (5 5.0 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span fb : Actual = FB : Allowable Load Combination Location of maximum on span = Span # where maximum occurs = Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Service loads entered. Load Factors will be applied for calculations. 0.896 1 Maximum Shear Stress Ratio 2x10 Section used for this span 963.71 psi fv : Actual 1,075.25 psi Fv : Allowable +D +L +H Load Combination 6.370ft Location of maximum on span Span # 1 Span # where maximum occurs 0.183 In Ratio = 0.000 in Ratio = 0.383 In Ratio = 0.000 in Ratio = Maximum Forces & Stresses for Load Combinations 915 0 <360 438 0 <180 Design OK?:: " "' 0.261: 1 2x10 46.98 psi 180.00 psi +D+L+H 0.000 ft Span # 1 Load Combination Max Stress Ratios Segment Length Span # M V Cd Summary of Moment Values Summary of Shear Values C fN Cr C n1 C t C ru Mactual fb- design Fb-allow +D Length =14.0 ft 1 +D+L+H Length =14.0 ft 1 +D+0.750Lr+0.750L+H Length =14.0 ft 1 +D+0.750L+0,750S+H Length =14.0 ft 1 +0+0.750Lr+0.750L+0.750W +H Length =14.0 ft 1 +0+0,750L+0.750S+0.750W+H Length =14.0 ft 1 0.531 0.151 0.896 0.261 0.633 0.184 0.688 0.200 0.494 0.144 0.494 0.144 1.100 0.900 1.100 1.100 1.000 1.100 1.100 1.250 1.100 1.100 1,150 1.100 1.100 1.600 1,100 1.100 1.600 1.100 1.150 1.000 1.000 1.000 1.150 1.000 1.000 1.000 1.150 1.000 1,000 1.000 1.150 1.000 1.000 1.000 1.150 1.000 1.000 1.000 1.150 1.000 1.000 1.000 1.150 1.000 1.000 1.000 1.150 1.000 1.000 1.000 1.150 1.000 1, 000 1.000 1.150 1.000 1.000 1.000 1.150 1.000 1.000 1.000 1.150 1.000 1.000 1.000 0.92 1.72 1.52 1.52 1.52 1.52 514.18 963.71 850.27 850.27 850.27 850.27 967.73 1,075.25 1,344.06 1,236.54 1,720.40 1,720.40 Vactual fv- design Fv-allow 0.23 24.54 162.00 0.43 46.98 180.00 0.38 41.37 225.00 0.38 41.37 207.00 0.38 41.37 288.00 0.38 41.37 286.00 Morrison Hershfield Corporation 2 South University Drive, Suite 245 Plantation, FL 33324 (954) 577-4655 /Phone (954) 577 -4656 /Fax Title : Riverton North Dsgnr: Project Desc.: WA- SEA264 -D Project Notes : Job# 8100148 Printed: 27 SEP 2010, 214PM Wood Beam Design Lic.`# KW- 06004028. Description : Load Combination Segment Length Span # M V Existing 2x10 Roof Joists Max Stress Ratios +D+0.750Lr+0.750L+0.5250E+H Length =14.0 ft 1 +1D+0.750L+0,750S+0.5250E+1 Length =14.0 ft 1 Cd C fhr 1.100 0.494 0.144 1.600 1.100 1.100 0.494 0.144 1.600 1.100 Overall Maximum Deflections • Unfactored Loads Cr Cm 1.150 1.000 1.150 1,000 1.150 1.000 1.150 1.000 File: v:lprojec8810 series18100148 clealwire washIngton1wa- sea2641structuralljoist check.ec6 ENERCALC , INC. 1983- 2010,Ver..6.1.51 License Owner: morrison hershfield corporation C Cfu 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Summary of Moment Values Summary of Shear Values Mactual fb- design Fb -allow Vactual fv- design Fv -allow 1.52 850.27 1,720.40 0.38 41.37 288,00 1.52 850.27 1,720.40 0.38 41.37 288.00 Load Combination Span Max. "= Defl Location in Span Load Combination Max. " +" Defl Location in Span D+L 1 0.3832 6.930 Maximum Deflections for Load Combinations Y Unfactored Loads Load Combination Span Max. Downward Defl Location In Span 0.0000 0.000 Max. Upward Defl Location In Span D Only 1 L Only 1 D+L 1 Vertical Reactions - Unfactored 0.1998 0,1834 0.3832 6.860 7.070 6.930 Support notation: Far left Is #1 0.0000 0.0000 0.0000 0.000 0.000 0.000 Values in KIPS Load Combination Support 1 Support2 Overall MAXimum D Only L Only D+1 0.480 0.247 0.233 0,480 0.450 0.217 0.233 0,450 1.8 OA BEAM ...111111-■111111110.111111=M41111.111.m._ 1111111111111i1111 wiriim WEI IMMIMINI1111111 -t .. - -40, 133 2.73 4.13 5.53 6.93 0.33 923 11,13 1253 13.93 Distance (ft) ® +D • +D +L +H O +0+0,7561, +6.7161 +H a +5 +3.7551 +5,7508 +9 1 +D +D.TSDL. +D.TSOL +0.7SDW +H 1 +D +0.7551 +D.7555+0.755W +H 6t +D +0.7551., +0.7561 +6,52105 +H el +D +0.7161 +D.TSDG +6.SISOC +H 0.49 0.25 21.. � .- .. `._.,..'. BEAM-. • -0.46 W +6 • +D +L .. ., .. 1.33 223 4,13 553 6.93 033 973 11.13 12.53 13.93 Distance (ft) +H 1 +D +0.7501, +0.75DL +H 1 +D +0.7SOL +0.7505 +H 1 +D +D.755L, +0,7551 +0,75DW +H 1 +0 +0.7561 +0,7505+D.750W +H 1 +D +0.7564,+0.7351 +D.52SOe +H 1 +D •6.7101 +D.71.65+0.1250e +H BEAM- -0.10 -029 .... r, .......... --........„.. 1.33 223 4.13 5.53 6.93 8.33 Distance (ft) 1 avvull Max nu,n e.velap. • D Only IN 1.0.y 1 D +L 9 73 11.13 12.53 13,93 Morrison Hershfield Corporation 2 South University Drive, Suite 245 Plantation, FL 33324 (954) 577 -4655 /Phone (954) 577 -4656 /Fax Steel Beam Design Lic. # ;KW- 00004028: Description : 3.5 STD Mount Pipe Material Properties Analysis Method : Allowable Stress Design Beam Bracing : Completely Unbraced Bending Axis : Major Axis Bending Load Combination 2006 IBC & ASCE 7 -05 Title : Riverton North Dsgnr: Project Desc.: WA- SEA264 -D Project Notes : Job # 8100148 Rtnted. 27 SEP 2010, 4.18?M File: v:1ProJect1810 Series18100148 Clearwire Washington \WA- SEA2641Structuraitjolst check,ec6 ENERCALC, INC. 1983-2010, Ver. 6.1.51 License Owner •: morrison hershfietd corporation' Calculations per IBC 2008, CBC 2007, 13th AISC Fy : Steel Yield : 35.0 ksi E: Modulus; 29,000.0 ksl E(0.373) KiF#Y7Ni iiiiaMin MMINVO. !Y -21` 'c, aN;k •`.{'i�. AAA Span = 5.0 ft = Span = 8.50 ft v Pipe3 -1/2 Std Pipe3 -1/2 Std Applied Loads Load(s) for Span Number 2 Point Load : E = 0.3730 k 4.250 ft DESIGN SUMMARY Maximum Bending Stress Ratio = Section used for this span Mu : Applied Mn / Omega : Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection Max Downward L +Lr +S Deflection Max Upward L +Lr +S Deflection Max Downward Total Deflection Max Upward Total Deflection Service Toads entered. Load Factors will be applied for calculations. 0.210: 1 Pipe3 -1/2 Std 1.110 k-ft 5.292 k -ft +D+0.70E+H 5.000ft Span # 1 Maximum Shear Stress Ratio = Section used for this span Vu : Applied Vn /Omega : Allowable Load Combination Locaflon of maximum on span Span # where maximum occurs 0.000 in Ratio = 0.000 in Ratio = 0.609 in Ratio = -0.034 in Ratio = 0 <360 0 <360 334 1772 Design OK: >'w` 0.017 : 1 Pipe3 -112 Std 0.2611 k 15.781 k +D+0.70E+H 5.000 ft Span # 1 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Segment Length Span # M V Mmax + Summary of Moment Values Mmax - Ma - Max Mnx Mnx/Omega Cb Rm Summary of Shear Values Va Max Vnx Vnx/Omega Overall MAXimum Envelope Dsgn. L = 5.00 ft 1 Dsgn. L = 8.50 ft 2 +D+0,70E+H Dsgn. L = 5.00 ft 1 Dsgn. L = 8.50 ft 2 +0+0.750Lr+0.750L+0.5250E41 Dsgn. L = 5.00 ft 1 Dsgn.L= 8.50fl 2 +D+0.750L+0.750S+0.5250E+H Dsgn. L = 5.00 ft 1 Dsgn. L = 8.50 ft 2 +0.600+0.70E41 Dsgn. L = 5.00 ft 1 Dsgn. L = 8.50 ft 2 0.210 0.017 0.210 0.017 0.210 0.017 0.210 0.017 0.157 0.012 0.157 0.012 0.157 0.012 0.157 0.012 0.210 0.017 0.210 0.017 Overall Maximum Deflections - Unfactored Loads -1.11 1.11 6.84 5.29 1.00 1.00 -1.11 1.11 8.84 5.29 1.00 1.00 -1.11 1.11 8.84 5.29 1.00 1.00 -1.11 1,11 8.84 5.29 1.00 1.00 -0.83 0.83 8.84 5.29 1.00 1.00 -0.83 0.83 8.84 5.29 1.00 1.00 -0.83 0.83 8.84 5.29 1.00 1.00 -0.83 0.83 8.84 5.29 1.00 1.00 -1.11 1,11 8.84 5,29 1.00 1.00 -1.11 1,11 8.84 5.29 1.00 1.00 0.26 26.36 15.78 0.26 26.36 15.78 0.26 26.36 15,78 0.26 26.36 15.78 0.20 26.36 15.78 0.20 26.36 15.78 0.20 26.36 15.78 0.20 26,36 15.78 0.26 26.36 15.78 0.26 26.36 15.78 Load Combination Span Max.' " Defl Location In Span Load Combination Max. " +" Defl Location in Span 1 0.0000 0.000 E Only 2 0.6092 8.500 Maximum Deflections for Load Combinations - Unfactored Loads E Only -0.0338 2.923 0.0000 2.923 Load Combination Span Max. Downward Defl Location In Span E Only 2 0.6092 8.500 Vertical Reactions - Unfactored Support notation : Far left is #1 Load Combination Support 1 Support 2 Support3 Max. Upward Defl Location in Span 0.0000 0.000 Values in KIPS Overall MAXimum E Only -0.317 • -0.317 0.690 0.690 Morrison Hershfield Corporation 2 South University Drive, Suite 245 Plantation, FL 33324 (954) 577 -4655 /Phone (954) 577 -4656 /Fax Steel Beam Design Lic. #':.KW:06004028 Description 3.5 STD Mount Pipe Steel Section Properties : Depth Diameter Wall Thick Area Weight Pipe3.1!2 Std 4.000 in 4.000 In 0.211 in 2.510 in "2 9.120 pif Ycg - 2.000 In Title : Riverton North Dsgnr: Project Desc.: WA- SEA264 -D Project Notes : Job # 8100148 Printed: 27 SEP 2010, 4 :18PM File: v :\Project1810 Series 18100148 Cleatwire WeshingtonlWASEA264 1Structuralyoist check.ec6 ENERCALC, INC. 1983 -2010, Ver. 6.1.51 License Owner : morrison hershfield corporation.. Ixx Sxx R xx Zx Iyy Syy R yy 4.52 In ^4 2.26 InA3 1.340 In 3.030 in^3 4.520 in^4 2.260 In ^3 1.340 in J = 9.040 In ^4 noi MORRISON HERSHFIELD FAUX CHIMNEY ON STEEL FRAME Antenna mounts and steel frame were analyzed using STAAD Pro. Refer to attached analysis results for details. Chimney weight = 475 lbs Chimney lateral load = 373 lbs Existing antenna/mount weight = 60 lbs Existing antenna/mount lateral load = 0.7 *1.025 *60 = 43 lbs (8)'/ "x6" lag screws used to connect new C6x10.5 ledger beam to parapet, Per analysis, total shear = [(180 *1.414)2 +2102)]°'5 = 330 lbs Use G = 0.43 Z = 100 lbs Z' = ZCDCMCt CD= 1.6 CM = Ct = 1.0 Z' = 100x1.6x1.0x1.0 = 160 lbs (8)* 160 = 1280 lbs > 330 lbs OK Monday, September 27, 2010, 04:07 PM STAAD SPACE START JOB INFORMATION ENGINEER DATE 23- Jun -10 END JOB INFORMATION INPUT WIDTH 79 UNIT FEET POUND JOINT COORDINATES 1 0 0 0; 2 0 0 15; 4 0 0 3; 5 0 0 6; 6 0 0 9; 7 0 0 12; 12 6 0 6; 13 6 0 9; 16 0 0 7.5; 17 0 8.5 7.5; 18 6 0 7.5; 19 0 4 3; 20 0 4 12; MEMBER INCIDENCES 1 1 4; 2 4 5; 3 5 16; 4 6 7; 5 7 2; 15 16 6; 16 16 17; 17 12 18; 18 18 13; 19 16 18; 20 4 19; 21 7 20; DEFINE MATERIAL START ISOTROPIC STEEL E 4.176e +009 POISSON 0.3 DENSITY 489.024 ALPHA 6e-006. DAMP 0.03 END DEFINE MATERIAL MEMBER PROPERTY AMERICAN 1 TO 5 15 TABLE ST HSST6X3X0.125 16 20 21 TABLE ST PIPS30 19 TABLE D C6X10 SP 0.3333 17 18 TABLE ST C6X10 CONSTANTS MATERIAL STEEL ALL SUPPORTS 1 2 12 13 FIXED MEMBER RELEASE 19 END MX MY MZ 17 START MX MY MZ 18 END MX MY MZ LOAD 1 LOADTYPE Dead TITLE DL SELFWEIGHT Y -1 LIST 1 TO 5 15 TO 21 MEMBER LOAD 16 CON GY -475 5 20 21 CON GY -60 3 LOAD 2 LOADTYPE Wind TITLE WLX MEMBER LOAD 16 CON GX 373 5 20 21 CON GX 43 3 LOAD 4 LOADTYPE Wind TITLE WLZ MEMBER LOAD 16 CON GZ 373 5 20 21 CON GZ 43 3 LOAD COMB 3 DL + WL 1 1.0 2 1.0 LOAD COMB 5 DL + WLZ 1 1.0 4 1.0 PERFORM ANALYSIS PRINT STATICS CHECK PARAMETER 1 CODE AISC UNIFIED FYLD 5.184e +006 ALL CHECK CODE ALL FINISH V:1Project1810 Series18100148 Clearwire Washington \WA- SEA2641Structura1\antenna mount_SEA264.std Page 1 of 1 I Structure Type 1 SPACE FRAME I Fly" I e . , Software licensed to Morrison Hershfield Corporation Job No Sheet No 1 Rev Pert Job Title Ref By Date23-J u n-10 Chd client File antenna mount_SEA264.IDatemme 27 -Sep -2010 16:06 Job Information Engineer Checked Approved Name: Date: 23- Jun -10 Number of Nodes 13 Highest Node 20 Number of Elements 12 Highest Beam 21 Number of Basic Load Cases 3 Number of Combination Load Cases 2 Included In this rintout are data for: All I The Whole Structure Included In this printout are results for load cases: Type L/C Name Primary 1 DL Primary 2 WLX Primary 4 WLZ Combination 3 DL + WL Combination 5 DL + WLZ :re ..;:i. Software licensed to Morrison Hershfield Corporation Job No Sheet No 2 Pert Job Title Ref By DatCP3- Jun -10 Chd Client File antenna mount_SEA264.IDateffime 27 -Sep -2010 16:06 3D Rendered View (Input data was modified after picture taken) A Software licensed to Morrison Hershfield Corporation Job No Sheet No 3 Rev Part Job Tide Ref By Date23-Jun-10 Chd Client RIO antenna mount SEA264. Date/Time 27-Sep-2010 16:06 alg Tv] r7 18 vai< Load 3 Model Nodes (Input data was modified after picture taken) Software licensed to Morrison Hershfield Corporation Job No Sheet No 4 Rev Part ...... Job Title Ref By Date23-JU1-1 0 Chd Client File antenna mount SEA264.1Daternme 27-Sep-2010 16:06 Tcx Load 3 Model Beams (input data was modified after picture taken) -,-. ';;;;,,d,.•,f' ...,,:':, Job No Sheet No 5 Rev i..,-,..,...., : • Software licensed to Morrison Hershfield Corporation Part Job Title Ref By Date23-Jun-10 Chd Client File antenna mount SEA264.1Dat°Mm° 27-Sep-2010 16:06 1-60 \ ‘‘‘ -475 .60 N Load 1 Model Loads: DL (Input data was modified after picture taken) Software licensed to Morrison Hershfleld Corporation Job No Sheet No 6 Rev Part Job Title Ref By 08023-Jun-10 Chd Client File antenna mount SEA264. irieternmo 27-Sep-2010 16:06 tx 43 • EIS ‘.1 Load 2 Model Loads: WLX (Input data was modified after picture taken) Software licensed to Morrison Hershfleld Corporation Job No No :a: Shoot No 7 Rev 1 Title Ref By DatE23- Jun -10 Chd Client File antenna mount_SEA264. I Date/Time 27 -Sep -2010 16:06 373 43 Load 4 Mode! Loads: WLZ (Input data was modified after picture taken) Nodes Node X (ft) Y (ft) Z (ft) 1 0.000 0.000 0.000 2 0.000 0.000 15.000 4 0.000 0.000 3.000 5 0.000 0.000 6.000 6 0.000 0.000 9.000 7 0.000 0.000 12.000 12 6.000 0.000 6.000 13 6.000 0.000 9.000 16 0.000 0.000 7.500 17 0.000 8.500 7.500 18 6.000 0.000 7.500 ,A00...• Software licensed to Morrison Hershfield Corporation Job Na Sheet No 8 Rev Parl Job Title Ref By Date23- Jun -10 Chd Client File antenna mount_SEA264.IDatemme 27 -Sep - 2010 16:06 Nodes Cont... Node X Y Z Property (ft) (ft) (ft) 19 0.000 4.000 3.000 20 0.000 4.000 12.000 Beams Beam Node A Node B Length (ft) Property p (degrees) 1 1 4 3.000 1 0 2 4 5 3.000 1 0 3 5 16 1.500 1 0 4 6 7 3.000 1 0 5 7 2 3.000 1 0 15 16 6 1.500 1 0 16 16 17 8.500 2 0 17 12 18 1.500 4 0 18 18 13 1.500 4 0 19 16 18 6.000 3 0 20 4 19 4.000 2 0 21 7 20 4.000 2 0 Section Properties Prop Section Area (1n2) in (In4) Iu (1n4) J (In) Material 1 HSST6X3X0.125 2.000 3.230 9.430 7.619 STEEL 2 PIPS30 2.230 3.020 3.020 6.034 STEEL 3 C6X10 D 6.180 41.877 30.400 0.228 STEEL 4 C6X10 3.090 0.870 15.200 0,113 STEEL Materials Mat Name E (kip/in2) v Density (kip /In3) a ( / °F) 1 STEEL 29E +3 0.300 0.000 6E -6 2 STAINLESSSTEEL 28E +3 0.300 0.000 10E -6 3 ALUMINUM 10E +3 0.330 0.000 13E -8 4 CONCRETE 3.15E +3 0.170 0.000 5E -6 i .,.,,,„LA. Software licensed to Morrison Hershfield Corporation Job No Sheet No 9 Rev Part Job Title Ref By oete23..Jun -10 Chd Client Re antenna mount_SEA264.toaternme 27 -Sep -2010 16:06 Supports Node X (kip /in) Y (kip /in) Z (kip/In) rX (kip- ft/deg) rY (kip - ft/deg) rZ (kip - ft/deg) 1 Fixed Fixed Fixed Fixed Fixed Fixed 2 Fixed Fixed Fixed Fixed Fixed Fixed 12 Fixed Fixed Fixed Fixed Fixed Fixed 13 Fixed Fixed Fixed Fixed Fixed Fixed Basic Load Cases Number Combination LIC Name Name 1 DL 3 2 WLX DL 4 WLZ Combination Load Cases Comb. Combination LIC Name Primary Primary IJC Name Factor 3 DL +WL 1 DL 1.00 2 WLX 1.00 5 DL + WLZ 1 DL 1.00 5.000 - 4 WLZ 1.00 Beam Loads : 1 DL Beam Type Direction Fa Da Fb Db Ecc. (ft) (ft) 16 CON Ibf GY - 475.000 5.000 - - - 20 CON Ibf GY - 60.000 3.000 - - - 21 CON Ibf GY - 60.000 3.000 - - - Selfweight : 1 DL Direction Factor Y -1.000 Beam Loads : 2 WLX Beam Type Direction Fa Da Fb Db Ecc. (ft) (ft) 16 CON Ibf GX 373.000 5.000 - - - 20 CON Ibf GX 43.000 3.000 - - - 21 CON Ibf GX 43.000 1000 - - - _ Software licensed to Morrison Hershfield Corporation a' Job No Sheet No ‚io' Rev Part Job Title Ref By Date23- Jun -10 chd Client File antenna mount_SEA264. Date/Tima P7 -Sep- 2010 16:06 Beam Loads : 4 WLZ Beam Type Direction Fa Da Fb Db Ecc. rY (rad) rZ (rad) Max X 17 (ft) 0.755 0.034 (ft) 16 CON Ibf GZ 373.000 5.000 - - - 20 CON Ibf GZ 43.000 3.000 - - - 21 CON Ibf GZ 43.000 3.000 - - - Node Displacement Summary Beam End Force Summary The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Node UC X (In) Y (in) Z (in) Resultant (in) rX (rad) rY (rad) rZ (rad) Max X 17 2:WLX 0.755 0.034 0.000 0.756 0.000 0.000 -0.009 Min X 17 1:DL -0.102 -0.079 -0.000 0.130 -0.000 -0.000 0.001 Max Y 16 2:WLX 0.014 0.034 0.000 0.037 0.000 0.000 -0.001 Min Y 6 5:DL + WLZ 0.000 -0.081 0.000 0.081 -0.000 0.000 0.001 Max Z 17 4:WLZ 0.000 0.000 0.722 0.722 0.009 0.000 -0.000 Min Z 20 1:DL -0.019 -0.029 -0.080 0.069 -0.001 -0.000 0.000 Max rX 17 4:WLZ 0.000 0.000 0.722 0.722 0.009 0.000 -0.000 Min rX 7 5:DL + WLZ 0.000 -0.037 0.000 0.037 -0.001 -0.000 0.000 Max rY 4 2:WLX 0.007 0.012 0.000 0.014 -0.001 0.000 -0.001 Min rY 7 2:WLX 0.007 0.012 0.000 0.014 0.001 -0.000 -0.001 Max rZ 16 1:DL 0.000 -0.079 -0.000 0.079 -0.000 -0.000 0.001 Min rZ 17 2:WLX 0.755 0.034 0.000 0.756 0.000 0.000 -0.009 Max Rst 17 2:WLX 0.755 0.034 0.000 0.758 0.000 0.000 -0.009 Beam End Force Summary The signs of the forces at end B of each beam have been reversed. For example: this means that the Min Fx entry gives the largest tension value for an beam. Axial Shear Torsion Bending Beam Node L/C Fx (Ibf) Fy (Ibf) Fz (Ibf) Mx (kip'in) My (kip in) Mz (kipin) Max Fx 16 16 1:DL 539 -0 0 -0.000 -0.000 -0.000 Min Fx 1 1 4:WLZ -229 -202 -0 0.000 0.007 -5.415 Max Fy 1 1 1:DL 0 429 0 -0.963 -0.000 17.079 Min Fy 5 2 5:DL + WLZ 229 -831 -0 0.963 -0.007 22.494 Max Fz 17 12 2:WLX 0 150 180 0.000 0.000 0.000 Min Fz 16 16 4:WLZ -0 -0 -373 -0.000 22.380 -0.000 Max Mx 1 1 2:WLX -0 -150 49 1.962 -1.524 -6.735 Min Mx 5 7 2:WLX 0 150 -49 -1.962 0.253 -1.347 Max My 16 16 4:WLZ -0 -0 -373 - 0.000 22.380 -0.000 Min My 1 1 2:WLX -0 -150 49 1.962 -1.524 -6.735 Max Mz 5 2 5:DL + WLZ 229 -631 -0 0.963 -0.007 22.494 Min Mz 15 16 5:DL + WLZ 186 -489 -0 0.963 0.015 - 25.555 ',yea%::, i • � . '*q Software licensed to Morrison Hershfield Corporation Job No Sheet No 11 Rev iN Part Job Title L/C Ref By Date23- Jun -10 Chd client MX (kip-in) FlI9 antenna mount SEA264.Ioatelnme 27 -Sep- 2010 16:06 Reaction Summary Utilization Ratio Beam Horizontal Vertical Horizontal Moment Clause Node L/C FX (Ibf) FY (Ibf) FZ (Ibf) MX (kip-in) MY (kip'in) MZ (kipiri) Max FX 1 4:WLZ 0 -202 -229 5.415 0.007 0.000 Min FX 12 2:WLX -180 150 0 0.000 0.000 0.000 Max FY 2 5:DL + WLZ -0 631 -229 22.494 0.007 -0.963 Min FY 1 4:WLZ 0 -202 -229 5.415 0.007 0.000 Max FZ 2 1:DL 0 429 0 17.079 0.000 -0.963 Min FZ 1 4:WLZ 0 -202 -229 5.415 0.007 0.000 Max MX 2 5:DL + WLZ -0 631 -229 22.494 0.007 -0.963 Min MX 1 1:DL -0 429 0 - 17.079 -0.000 -0.963 Max MY 2 2:WLX -49 -150 -0 -6.735 1.524 1.962 Min MY 1 2:WLX -49 -150 -0 6.735 -1.524 1.962 Max MZ 1 2:WLX -49 -150 -0 6.735 -1.524 1.962 Min MZ 1 1:DL -0 429 0 - 17.079 -0.000 -0.963 Utilization Ratio Beam Analysis Property Design Property Actual Ratio Allowabil Ratio Ratio (Act. /Allow.) Clause L/C Ax (In2) Iz (1n4) ly (in4) Ix (in4) 1 HSST6X3X0 HSST6X3X0 0.136 1.000 0.136 Clause F 1 2,000 9.430 3.230 7.730 2 HSST6X3X0 HSST6X3X0 0.073 1.000 0.073 Clause F 1 2,000 9.430 3.230 7.730 3 HSST6X3X0 HSST6X3X0 0.115 1.000 0.115 Clause F 1 2.000 9.430 3.230 7.730 4 HSST8X3X0 HSST6X3X0 0.136 1.000 0.136 Clause H1 /2 5 2.000 9.430 3.230 7.730 5 HSST6X3X0 HSST6X3X0 0.184 1.000 0.184 Clause H1/2 5 2.000 9.430 3.230 7.730 15 HSST6X3X0 HSST6X3X0 0.207 1.000 0.207 Clause H1 /2 5 2.000 9.430 3.230 7.730 16 PIPS30 PIPS30 0.308 1.000 0.308 Clause H1/2 3 2.230 3.020 3.020 6.040 17 C6X10 C6X10 0.125 1.000 0.125 Clause H1 /2 3 3.090 15.200 0.870 0.115 18 C6X10 C6X10 0.125 1.000 0.125 Clause H1/2 3 3.090 15.200 0.870 0.115 19 C6X10 C6X1OD 0.061 1.000 0.061 Clause H1/2 3 6.180 30.400 40.359 0.230 20 PIPS30 PIPS30 0.022 1.000 0.022 Clause H1/2 3 2.230 3.020 3.020 6.040 21 PIPS30 PIPS30 0.022 1.000 0.022 Clause H1 /2 3 2.230 3.020 3.020 8.040 PROJECT DESCRIPTION INTRODUCTION tri-opie Clearwire is a wireless internet provider operating throughout thc 1 Jnited States of America. Clearwire is licensed to operate in the 1 Jnited States by the Federal Communications Commission (FCC). Clcarwirc is currently upgrading its network in the King County area to make available improved wireless internet services to its subscribers. This proposal describes the scope of the proposed project by providing specific information regarding the project location, zoning, specifications, and required services. It is Clearwire's desire to work with the City of "Tukwila to ensure that this project is consistent with local ordinances and zoning regulations while providing wireless coverage to Clearwire's customers and provide critical communication services for emergency, business, and personal use. Project Goals The goal of the Clcarwirc SEA0264. Riverton North site is to provide wireless internct services to its subscribers. Clearwire intends to achieve these network goals consistent with all policies and ordinances of the City of Tukwila. Application Request Plan The applicant is requesting the following: ■ Type 2 Land Use Review • State Environmental Policy Act (SEPA) Review • Commercial Building Permit bO 70 clear itirc SEA0261 Rhe to» North Page 1 1 `REVIEWED O R CODECOMPLI VC E UA hoonve � JAN 1u 2U1 City Tukwila DIVI SIOiv ECERIED SEP 28 2010 PERMIT CENTER GENERAL PROJECT DESCRIPTION Project Overview The applicant, Clcarwire, proposes to construct a new telecommunication facility al 3516 S. 146th Street Tukwila, Washington (Parcel Number 0040000315). The proposed telecommunication facility consists of six (6) panel antennas, two (2) microwave dishes, and a ground mounted equipment cabinet which will house radio equipment and batteries. Please sec Sheet A -0.1 and A -2 in the enclosed drawings for more detailed information. Clearwirc will secure a lease with the owners that will allow for construction and maintenance of this facility, necessary utility connections, and provisions for access to the site. Facility Specifications • Antennas - Clcarwirc is proposing to attach six (6) antennas to an existing rooftop. Plcasc scc Sheet A -0.1 and A -2 for additional information. ■ Color - nCW proposed antenna screen Will be painted to match the existing building. Plcasc scc the enclosed photo simulation for more detailed information. • Facility Maintenance - The facility is generally serviced once a month. One (1) to two (2) employees arc on site for' an average of lour (4) hours of maintenance checks. This check is typically for preventive maintenance purposes. In the event of a problem, a crew is dispatched to the site immediately. • Microwave Dishes - Clcarwire is proposing to attach two (2) microwave dishes to an existing rooftop. Plcasc see Sheet A -0.1 and A -2 for additional information. • Radio Equipment - Each cabinet contains radio equipment and /or batteries. The proposed equipment cabinet can contain up to lour (4) batteries. The proposed batteries have the following acid and electrolyte capacity: Product Line Model # of Cells per unit Specific Gravity Lead Weight per Cell (Lbs) Electrolyte Weight per Cell (Lbs) Pure Sullwic Acid Weight per (ell (Lbs) Electrolyte Volume per Cell (Gal) ' ,"k. .. . ^. ss-- s i ` , . ,• � .. ..a„_ y2 : *t.. <. TEL-series TEL 12 -70 6 1.300 6.9 1.8 0.7 0.2 Clcanvire's equipment will meet all applicable noise standards. ■ Screening - The proposed screening will conceal the proposed antennas, microwave dishes, and mounting hardware. Plcasc scc Sheet A -0.1 and A -2 for additional information. Clean+ii c SEA0261 Rn ci -oii Noiih Page 2 GENERAL SITE ANALYSIS Zoning General Plan Designation The site is zoned High Density Residential (HDR). Clcarwire's proposed telecommunication facility requires a Type 2 Land I Tse Review according to Tukwila Municipal Code (TMC) 18.58.050: A. Applications will be reviewed based on the type of wireless communication facilities requested to be permitted. Each wireless communication facility requires the appropriate type of project permit review, as shown in Table A: TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility Zoning(1) Type of Facility Residential Commercial Industrial Transmission tower co-location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1(2) Type 1(2) Utility pole co- location Type 2 Type 2 Type 2 Concealed building attached Type 2() Type 2() Type 1 Non - concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) Zoning for any private /public property or right of-way: Residential — LDR, MDII or HDR. Commercial — O, MUO, RCC, MCC, RC, RC14 TUC, C /LI or TVS Industrial — LI, HI, MIC /L, or MIC /H. (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non - concealed building attached facility, under TMC Section 18.58.150. C1ean4irc SEA0261 Riverton North Page 3 Accordingly, Clcarwire is requesting the review and approval of a "hype 2 Land Ilse Review, SEPA, and Commercial Building Permit approval. Noise According to TMC 18.58.070: 1. Noise - Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise ". A noise report, prepared by am acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. Clcarwirc's proposed equipment will meet all applicable noise standards. Please sec the enclosed Acoustical Study. Business License Requirement According to TMC 18.58.070: 2. 13usiucss license requirement - Any person, corporation or entity that operates a wireless communication facility within the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. Clearwirc has tiled for a business license for this site location. Signage According to TMC 18.58.070: 3. Signagc - Only safety signs or those mandated by other government entities may be located on wireless communication facilities. No other types of signs are permitted on wireless communication lacilitics. No signs will be on -site unless required by either the FCC and /or FAA. Parking According to TMC 18.58.070: 4. Parking- Any application must demonstrate that there is sufficient space for temporary parking for regular nrrintemuicc of the proposed facility. Existing on -silt parking provides adequate parking for the existing facility. Clcan+irc S7 A0264 Riverton North Page Finish According to TMC 18.58.070: .5. Piers /r - A tower shall either maintain a galvanized steel finish or, subject Io any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. The antenna screening will be painted to match the building to blend with the surrounding environment. Design According to TMC 18.58.070: 6. Desi87i - "I'hc deSitm of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting .uul built environment. The antenna screening will be painted to match the building to blend with the surrounding environment. Color According to TMC 18.58.070: 7. Color - All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neural color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. The antenna screening will be painted to match the building to blend with the surrounding environment. Lighting According to TMC 18.58.070: 8. Ligh/iug- 'Powers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting alternatives and approve the design that would cause the least disturbance to the surrounding areas. No strobe lighting of any type is permitted on any tower. No lighting will be on -site. Clear ri r c SEA 0264 Nn eaten Noiih Page Advertising According to TMC 18.58.070: 9. Advertising - No advertising is permitted at wireless communication facility sites or on any ancillary structure or facilities equipment compound. No advertising is or will be on -site. Equipment Enclosure According to TMC 18.58.070: 10. Equipment Enclosure - Each applicant shall be limited to an equipment enclosure of 360 square feet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building. Equipment will be located within Sprint's existing equipment area. Height According to TMC 18.58.100: 1. Height - 77w proposed facility' must meet the height requirement of the applicable zoning category. 77he arnlerrrlas can qualify under TMC Section 18.50.080, "Rooftop Appurtenances', if antennas are located in a church spire, chimney or lake chimney, e/evinor tower, mechanical equipment room, or of /her similar 1'0011Up appurtenances usually" r'equir'ed to be placed on a roof and not intended IOC /lulllarl occupancy. Stand-alone al /tL'rrna.S shall not qualify as roof op appurtenances. According to TMC 18.14.070, the zone height maximum is forty -live feet (45'). Clcarwirc is not proposing to exceed the existing building height or the zone height. Please sec Sheet A -2 for more detailed elevation information. Antenna Aesthetics According to TMC 18.58.100: 2. Antennas aesthetics - 771c antennas roust be concealed from ricnv by blending with the architectural style of the building. This could include steeple -like structures and parapet walls. The screening roust be made out of the Sane material and be the same color as the building: Antennas shall be. painted to mat(/ the color scheme of the building(s). The antennas will be concealed from view and the antenna screening will painted to match the existing building. Please sec the enclosed Photo Simulations for more detailed information. Cleauwire SE40261 Risciton North Page 6 Feed Lines and Coaxial Cables According to TMC 18.58.100: 3. Feed Imes and coaxial cables - Feed lines and cables should be located below the parapet oldie roohop. The feed lines and coaxial cables will be concealed from view. Cabinet Equipment According to TMC 18.58.100: 4. Cabinet equipment - If cabinet equipment callnol be located Griihin the building 'there the wireless communication facilities Hill be located, them the City's first preference is to locate the equipment on the !Dollop of the building: If the equipment can be Ravened by placing the equipment below the parapet walls, no additional screening lc required. If screening is required, then the proposed screening must be colisjStclit G171J1 the cA7Slllig building in Icl7nS 01.00101; Style, archtectuial style and male iai If the Cabinet equipment is to be located on the ground, the equipment must be kneed Hith a 6-loot- 1 dl knee, and Biala-lids shall be used to screen the equipment from Bell: Bathed bile may be used in the T1z3, LI, HI, MIC /L, and MIC /Hzoics. Equipment will be located within Sprint's existing equipment area. Setbacks According to TMC 18.58.100: J. Setbacks - The proposed J4nc/css communication facilities Iaei/iIy must meet the setback of the applicable zoning calegoly ',vilely the /=felinity is to be located. The proposed antennas and equipment will meet all applicable setbacks. Please sec Sheet A -0.1. Existing Use The subject area accommodates an existing multi- family residential building and telecommunication facility. Access /Circulation The site will be accessed by the existing right of entry. There arc no traffic impacts associated with these types of facilities as they are unmanned and require infrequent maintenance. Clcari,i/ e SEA0264 Rirerlon North Page 7 Federal Requirements Clearwire's proposed telecommunication facility modification will meet or exceed current standards and regulations of the FAA, the FCC, and any other agency of the Federal government with the authority to regulate towers and antennas. Clcarwirc's site will conform to all FAA/FCC regulations, and because the maximum LRP is less than two thousand (2,000) watts and /or the height of the facility is greater than ten meters (10m), an environmental evaluation of radio frequency emissions is exempted per CFR Title 47 Part 24, Subpart E. Clearwire has a license from the FCC to provide wireless services throughout Washington State. Site Location Analysis The below zoning neap shows the subject property as the red star and the surrounding zoning in the arca. Clcaiz +ii e SEA026/ 1ireiloti Noj9L Page Clem-wire has reviewed the area for alternative locations in order to completely assess a less intrusive alternative to the proposed site location. No viable alternatives wcrc found. The following commercial roollops were noted in the immediate vicinity: • 3400 South 148" Street (Parcel No. 0040001025) - Church (3 -story) - Zoned: Regional Commercial (RC) (Site location would meet Clcarwire's needs in the arca; however the property owner was not interested). • 374.7 South 146" Street (Parcel No. 0040000911) - Hotel /Motel (2- story) - "Zoned: Neighborhood Commercial Center (NCC) • 3920 Soutli 146" Street (Parcel No. 00400002.54) - Retail (1- story) - Zoned: Neighborhood Commercial Ccntcr (NCC) • 372.5 South 144°' Street (Parcel No. 004000011.5) - Grocery Store (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 3742 Soutli 144 Strcct (Parcel No. 152304929.5) - Restaurant/Fast Food (1 -story) - Zoned: Neighborhood Commercial Ccntcr (NCC) • 3716 South 144 ' Street (Parcel No. 1.52304.9140) - Retail (1- story) - Zoned: Neighborhood Commercial Center (NCC) • 14420 Pacilic Highway Soutli (Parcel No. 004000017.5) Hotel /Motel (3 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14.4.4.0 Pacilic Highway South (Parcel No. 0040000190) - Hotcl/Motcl (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14442 Pacilic Highway South (Parcel No. 0040000252) - Hotel /Motel (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14452 Pacilic Highway South (Parcel No. 00400002.53) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14604. Pacilic Highway South (Parcel No. 0040000905) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14607 Pacilic Highway South (Parcel No. 0040000874) - Office (1 -story) - Zoned: Neighborhood Commercial Center (NCC)14624 Pacilic Highway South (Parcel No. 0040000901) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14638 Pacilic Highway South (Parcel No. 0040000902) - Restaurant /Fast Food (1 -story) - Zoncd: Neighborhood Commercial Center (NCC) • 14639 Pacilic Highway South (Parcel No. 004000086.5) - Retail (1- story) - Zoned: Neighborhood Commercial Center (NCC) The above locations except for 3400 South 14.8" Street were lower in height and did not provide thc needed height in the area. The subject property is a 4.-story apartment building. There wcrc not any nonresidential structures in the area that met thc needed height requirements. The existing building accommodates existing telecommunication facilities. Locating thc proposed facility at this site location is the least intrusive option to the neighborhood. C'/canntirc SEA 0264 Riverton North Rage .9 v PROJECT DESCRIPTION INTRODUCTION Clearwire is a wireless internet provider operating throughout the United States of America. Clearwire is licensed to operate in the United States by the Federal Communications Commission (FCC). Clearwire is currently upgrading its network in the King County area to make available improved wireless internet services to its subscribers. This proposal describes the scope of the proposed project. by providing specific information regarding the project location, zoning, specifications, and required services. It is Clearwire's desire to work with the City of Tukwila to ensure that this project. is consistent with local ordinances and zoning regulations while providing wireless coverage to Clcarwire's customers and provide critical communication services for emergency, business, and personal use. Project Goals The goal of the Clearwire SEA0264 Riverton North site is to provide wireless internet services to its subscribers. Clcarwire intends to achieve these network goals consistent with all policies and ordinances of the City of Tukwila. Application Request Plan The applicant is requesting the following: • Type 2 Land I. Jse Review • State Environmental Policy Act (SEPA) Review • Commercial building Permit D 10 270 RECEIVED SEP 28 2010 ciRirciie PERMIT CENTER SEA0264 Il/f Cl' /O!1 %��OIYI/ Page 1 ti GENERAL PROJECT DESCRIPTION Project Overview The applicant, Clearwire, proposes to construct a new telecommunication facility at 3516 S. 146th Street Tukwila, Washington (Parcel Number 0040000315). The proposed telecommunication facility consists of six (6) panel antennas, two (2) microwave dishes, and a ground mounted equipment cabinet which will house radio equipment and batteries. Please see Sheet A -0.1 and A -2 in the enclosed drawings for more detailed information. Clearwire will secure a lease with the owners that will allow for construction and maintenance of this facility, necessary utility connections, and provisions for access to the site. Facility Specifications • Antennas - Clearwirc is proposing to attach six (6) antennas to an existing rooftop. Please sec Sheet A -0.1 and A -2 for additional information. • Color - The new proposed antenna screen will be painted to match the existing building. Please see the enclosed photo simulation for more detailed infortnation. • Facility Maintenance - The facility is generally serviced once a month. One (1) to two (2) employees are on site for an average of four (4) hours of maintenance checks. This check is typically for preventive maintenance purposes. In the event of a problem, a crew is dispatched to the site immediately. • Microwave Dishes - Clearwire is proposing to attach two (2) microwave dishes to an existing rooftop. Please see Sheet A -0.1 and A -2 for additional information. • Radio Equipment - Each cabinet contains radio equipment and /or batteries. The proposed equipment cabinet can contain up to four (4) batteries. The proposed batteries have the following acid and electrolyte capacity: Product Line Model # of Cells per unit Specific Gravity Lead Weight per Cell (Lbs) Electrolyte Weight per Cell (Lbs) I'm e Sulfuric Acid Weight per Cell (Lbs) Electrolyte Volume per Cell (Gal) ,ft Y L - fe. 1. y,�i' ,A7p . ; y -.f . . }> h , }'.%'l r..ti• ...h.!5.��' -�.. 5. �•Spi . +P' '.� e ^: ...'C, .3 fl Y 73v F (” _!(t'Y 1 4 A - ;; >A :..%:1'P }.iiiX i.. .. r Y ..9.. :, „...� .,}`rk . Y, „' �S..�S.�'iM:G' s. .C...l �.7%...�51 .Y','Rh .' TEL-series TEL 12 -70 6 1.300 6.9 1.8 0.7 0.2 Clearwire's equipment will meet all applicable noise standards. • Screening - The proposed screening will conceal the proposed antennas, microwave dishes, and mounting hardware. Please see Sheet. A -0.1 and A -2 for additional information. Cle n ire SEA0264 Riverton North Page 2 GENERAL SITE ANALYSIS Zoning General Plan Designation The site is zoned High Density Residential (HDR). Clearwire's proposed telecommunication facility requires a Type 2 Land Use Review according to Tukwila Municipal Code (TMC) 18.58.050: A. Applications will be reviewed based on the type of wireless communication facilities requested to be permitted. Each wireless communication facility requires the appropriate type of project permit review, as shown in Table A: TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility Zoning(1) Type of Facility Residential Commercial industrial Transmission tower co- location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(2) Type 1 l2l Type 1(2) Utility pole co- location Type 2 Type 2 Type 2 Concealed building attached Type 2(3) Type 2(3) Type 1 Non - concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) Zoning for any private /public property or right- of way: Residential — LDR, MDR, or HDR. Commercial — O, MUO, RCC, NCC, RC, RCM TUC, C /LI or TVS. Industrial — LI, HI, MIC /L, or MIC /H. (2) Provided the height of the tower does not increase and the square footage of the enclosure area does not increase. (3) An applicant may request to install a non - concealed building attached facility, under TMC Section 18.58.150. Cle iivre SEA 0264 Ri► cr iol! North Page 3 Accordingly, Clcarwire is requesting the review and approval of a Typc 2 Land Ilse Review, SEPA, and Commercial Building Permit approval. Noise According to TMC 18.58.070: 1. Noise - Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise ". A noise report, prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. Clearwire's proposed equipment will meet all applicable noise standards. Please sec the enclosed Acoustical Study. Business License Requirement According to TMC 18.58.070: 2. Business license iequiremenl - Any person, corporation or entity that operates a wireless communication facility within the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. Clear-wire has riled for a business license for this site location. Signage According to TMC 18.58.070: 3. Signage - Only safety signs or those mandated by other govenunent entities may be located on wireless communication facilities. No other types of signs are permitted on wireless communication facilities. No signs will be on -site unless required by either the FCC and /or FAA. Parking According to TMC 18.58.070: 4. Parking- Any application must demonstrate that there is sufficient space for temporary parking for regular maintenance of the proposed facility. Existing on -site parking provides adequate parking for the existing facility. Cle nw4re SLA0264 Rivciion Norih Page 4 Finish —.According to TMC 18.58.070: 5. Finish - A tower shall either maintain a galvanized steel finish or, subject to any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. The antenna screening will be painted to match the building to blend with the surrounding environment. Design According to TMC 18.58.070: 6. Design - The design of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting and built environment. The antenna screening will be painted to match the building to blend with the surrounding environment. Color According to TMC 18.58.070: 7. Color - All antennas and ancillary facilities located on buildings or structures other than towers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. The antenna screening will be painted to match the building to blend with the surrounding environment. Lighting According to TMC 18.58.070: 8. lighting - Towers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting alternatives and approve the design that would cause the least disturbance to the surrounding areas. No strobe lighting of any type is pennitted on any tower. No lighting will be on -site. Clerulrlre SLA0264 Riverton North Pape .5 Advertising According o —TMC 18.58.070: 9. Advertising- No advertising is permitted at wireless communication facility sites or on any ancillary structure or facilities equipment compound. No advertising is or will be on -site. Equipment Enclosure According to TMC 18.58.070: 10. Equipment Enclosure - Each applicant shall be limited to an equipment enclosure of 360 square feet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building. Equipment will be located within Sprint's existing equipment area. Height According to TMC 18.58.100: 1. Height - The proposed facility must meet the height requirement of the applicable zoning category. The antennas can qualify under TMC Section 18.50.080, "Rooftop Appurtenances'; if the antennas are located in a church spice, chimney- or fake chimney, elevator towel; mechanical equipment room, or other similar rooftop appurtenances usually required to be placed on a roof and not intended for human occupancy. Stand-alone antennas shall not qualify as rooftop appurtenances. According to TMC 18.14.070, the zone height maximum is forty -five feet (45'). Clearwirc is not proposing to exceed the existing building height or the zone height. Please see Sheet A -2 for more detailed elevation information. Antenna Aesthetics According to TMC 18.58.100: 2. Antennas aesthetics - The antennas must be concealed from view by blending mill the architectural style of the building. This could include steeple -like structures and parapet walls. The screening must be made out of the salve material and be the same color as the building: Antennas shall be painted to match the color scheme of•the building(). The antennas will be concealed from view and the antenna screening will painted to match the existing building. Please see the enclosed Photo Simulations for more detailed information. Clearriire SEA0264 Riverton North Page 6 • Feed Lines and Coaxial Cables According to TMC 1838:100: 3. Feed Mlles and coaxial cables - Feed lines and cables should be located below the parapet oldie rooliop. The feed lines and coaxial cables will be concealed from view. Cabinet Equipment According to TMC 18.58.100: 4. Cabinet equipment - If cabinet equipment cannot be located within the building w/lcre the wireless eolninullicatloll Ia iiiOCS will be located, then the City's first preference is to locate the equipment on the rooliop of the building: If the equipment can be screened by placing the equipment below the parapet walls, no additional screening is required. If smelling is required, then the proposed screening must be consistent with the existing building. 111 terns olcoloi; style, architectural style and material. If the cabinet equipment is to be located on the ground, the equipment must be fenced with a 6 -fool- tall fence, and materials shall be used to screen the equipment from lien: Barbed moire may be used in the TVS, LI, HI, MIC /L, and MIC /H zones. Equipment will be located within Sprint's existing equipment area. Setbacks According to TMC 18.58.100: Setbacks - The proposed moveless communication facilities facility must meet the setback of the applicable zoning category where the facility is to be located. The proposed antennas and equipment will meet all applicable setbacks. Please see Sheet A -0.1. Existing Use The subject area accommodates an existing multi- family residential building and telecommunication facility. Access /Circulation The site will be accessed by the existing right. of entry. There are no traffic impacts associated with these types of facilities as they are unmanned and require infrequent maintenance. Clearwil e SEA0264 Riverion North Page 7 Federal Requirements Clearwirc's proposed telecommunication facility modification will meet or exceed current standards and regulations of the FAA, the FCC, and any other agency of the Federal government with the authority to regulate towers and antennas. Clearwire's site will conform to all FAA/FCC regulations, and because the maximum ERP is less than two thousand (2,000) watts and /or the height of the facility is greater than ten meters (10m), an environmental evaluation of radio frequency emissions is exempted per CFR Title 47 Part. 24, Subpart E. Clearwire has a license from the FCC to provide wireless services throughout. Washington State. Site Location Analysis The below zoning map shows the subject property as the red star and the surrounding zoning in the area. Clean re .SEA 0264 Riverton North Pagc8 Clcarwire has reviewed the arca for alternative locations in order to completely assess a less intrusive alternative to the proposed site -local; No viable alternatives were found. The following commercial rooftops were noted in the immediate vicinity: • 3400 South 148' Street (Parcel No. 0040001025) - Church (3- story) - Zoned: Regional Commercial (RC) (Site location would meet Clearwire's needs in the area; however the property owner was not interested). • 3747 South 146'' Street (Parcel No. 0040000911) - Hotel /Motel (2- story) Zoned: Neighborhood Commercial Center (NCC) • 3920 South 14.6' Street (Parcel No. 004.0000254) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 3725 South 144°' Street. (Parcel No. 004.0000115) - Grocery Store (2- story) - Zoned: Neighborhood Commercial Center (NCC) • 374.2 South 144' Street (Parcel No. 1523049295) - Restaurant/Fast Food (1- story) - Zoned: Neighborhood Commercial Center (NCC) • 3716 South 144'' Street (Parcel No. 1523049140) - Retail (1- story) - Zoned: Neighborhood Commercial Center (NCC) • 14420 Pacific Highway South (Parcel No. 0040000175) - Hotel /Motel (3 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14.4.4.0 Pacific Highway South (Parcel No. 0040000190) - Hotel /Motel (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 1444.2 Pacific Highway South (Parcel No. 0040000252) - Hotel /Motel (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 144.52 Pacific Highway South (Parcel No. 0040000253) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14604 Pacific Highway South (Parcel No. 004000090.5) - Retail (1- story) - Zoned: Neighborhood Commercial Center (NCC) • 14607 Pacific Highway South (Parcel No. 0040000874) - Office (1 -story) - Zoned: Neighborhood Commercial Center (NCC)14624 Pacific Highway South (Parcel No. 0040000901) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14638 Pacific Highway South (Parcel No. 0040000902) - Restaurant/Fast Food (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14639 Pacific Highway South (Parcel No. 004000086.5) - Retail (1- story) - Zoned: Neighborhood Commercial Center (NCC) The above locations except for 3400 South 148' Street were lower in height and did not provide the needed height. in the area. The subject property is a 4 -story apartment building. There were not any nonresidential structures in the area that met the needed height requirements. The existing building accommodates existing telecommunication facilities. Locating the proposed facility at this site location is the least intrusive option to the neighborhood. Clc arll7Pc SEA0264 Rilienon North Page .9 PROJECT DESCRIPTION INTRODUCTION Clearwire is a wireless internet. provider operating throughout the United States of America. Clearwire is licensed to operate in the united States by the Federal Communications Commission (FCC). Clearwire is currently upgrading its .network in the King County area to make available improved wireless internet services to its subscribers. This proposal describes the scope of the proposed project by providing specific information regarding the project location, zoning, specifications, and required services. It. is Clearwire's desire to work with the City of Tukwila to ensure that this project is consistent with local ordinances and zoning regulations while providing wireless coverage to Clearwire's customers and provide critical communication services for emergency, business, and personal use. Project Goals The goal of the Clearwire SEA0264 Riverton North site is to provide wireless internet services to its subscribers. Clearwire intends to achieve these network goals consistent, with all policies and ordinances of the City of Tukwila. Application Request Plan The applicant is requesting the following: • Type 2 Land Ilse Review • State Environmental Policy Act (SEPA) Review • Commercial Building Permit biO 270 CIe umi e SEA0264 Riverton North Page I RECEIVED SEP 28 2010 PERMIT CENTER • GENERAL PROJECT DESCRIPTION Project Overview The applicant, Clearwire, proposes to construct a new telecommunication facility at 3516 S. 146th Street Tukwila, Washington (Parcel Number 0040000315). The proposed telecommunication facility consists of six (6) panel antennas, two (2) microwave dishes, and a ground mounted equipment cabinet which will house radio equipment and batteries. Please see Sheet A -0.1 and A -2 in the enclosed drawings for more detailed information. Clearwire will secure a lease with the owners that will allow for construction and maintenance of this facility, necessary utility connections, and provisions for access to the site. Facility Specifications • Antennas - Clearwire is proposing to attach six (6) antennas to an existing rooftop. Please see Sheet A -0.1 and A -2 for additional information. • Color - The new proposed antenna screen will be painted to match the existing building. Please see the enclosed photo simulation for more detailed information. • Facility Maintenance - The facility is generally serviced once a month. One (1) to two (2) employees are on site for an average of four (4) hours of maintenance checks. This check is typically for preventive maintenance purposes. In the event of a problem, a crew is dispatched to the site immediately. • Microwave Dishes - Clearwire is proposing to attach two (2) microwave dishes to an existing rooftop. Please see Sheet A -0.1 and A -2 for additional information. • Radio Equipment - Each cabinet contains radio equipment and /or batteries. The proposed equipment. cabinet can contain up to four (4) batteries. The proposed batteries have the following acid and electrolyte capacity: Product Line Model # of Cells per unit Specific Gravity Lead Weight per Cell (Lbs) Electrolyte Weight per Cell (Lbs) Pure Sulfuric Acid Weight per Cell (Lbs) Electrolyte Volume per Cell (Gal) �. ,} !h'�. 4 G� kK� {aa .. *1.s? a yy t h' .r��.Nfa, ?.. 9.. JJp LK ' +....p 1 +' {':SS'. ..y ..'.. TEL-series TEL 12 -70 6 1.300 6.9 1.8 0.7 0.2 Clearwire's equipment will meet all applicable noise standards. • Screening - The proposed screening will conceal the proposed antennas, microwave dishes, and mounting hardware. Please see Sheet. A -0.1 and A -2 for additional information. Cleans, e SE A0264 Riverton Noiih Paget GENERAL SITE ANALYSIS Zoning General Plan Designation The site is zoned High Density Residential (HDR). Clearwire's proposed telecommunication facility requires a Type 2 Land Ilse Review according to Tukwila Municipal Code (TMC) 18.58.050: A. Applications will be reviewed based on the type of wireless communication facilities requested to be permitted. Each wireless communication facility requires the appropriate type of project permit review, as shown in Table A: TABLE A Type of Permit Required, Based on Type of Wireless Communication Facility Zoning(1) Type of Facility Residential Commercial Industrial Transmission tower co- location Type 1 Type 1 Type 1 Adding antennas to an existing tower Type 1(21 Type 1(ZZ Type 1 q2) Utility pole co- location Type 2 Type 2 Type 2 Concealed building attached Type 2r3;' Type 2C1 Type 1 Non- concealed building attached Type 2 Type 2 Type 1 New tower or waiver request Type 4 Type 4 Type 4 (1) Zoning for any private /public property or right of way. Residential — LDR, MDR, or HDR. Commercial — 0, MUa, RCC, NCC, RC, RCM TUC, C /LI or TVS. Industrial — LI HI, MIC /L, or MIC /H. (2) Provided the height of the tower does not increase and the square footage Cr the enclosure area does not increase. (3) An applicant may request to install a non - concealed building attached facility, under TMC Section 18.58.150. Cleaiw re SEA0264 Riveiion North Page .9 Accordingly, Clearwire is requesting the review and approval of a Typc 2 Land Ilse Review, SEPA, and Commercial Building Permit approval. Noise According to TMC 18.58.070: 1. Noise - Any facility that requires a generator or other device which will create noise must demonstrate compliance with TMC Chapter 8.22, "Noise ". A noise report, prepared by an acoustical engineer, shall be submitted with any application to construct and operate a wireless communication facility that will have a generator or similar device. The City may require that the report be reviewed by a third party expert at the expense of the applicant. Clearwire's proposed equipment will meet all applicable noise standards. Please sec the enclosed Acoustical Study. Business License Requirement According to TMC 18.58.070: 2. Business license requirenleni - Any person, corporation or entity that operates a wireless communication facility within the City shall have a valid business license issued annually by the City. Any person, corporation or other business entity which owns a tower also is required to obtain a business license on an annual basis. Clearwire has filed for a business license for this site location. Signage According to TMC 18.58.070: 3. Signage - Only safety signs or those mandated by other govennnent entities may be located on wireless communication facilities. No other types of signs are permitted on wireless communication facilities. No signs will be on -site unless required by either the FCC and /or FAA. Parking According to TMC 18.58.070: 4. Peking - Any application must demonstrate that there is sufficient space for temporary parking for regular maintenance of the proposed facility. Existing on -site parking provides adequate parking for the existing facility. Clearwire SI.A0264 Riverton North Page 4 Finish —�i cerding to TMC 18.58.070: 5. Finish - A tower shall either maintain a galvanized steel finish or, subject to any applicable standards of the FAA or FCC, be painted a neutral color so as to reduce its visual obtrusiveness. The antenna screening will be painted to match the building to blend with the surrounding environment.. Design According to TMC 18.58.070: 6. Design - The design of all buildings and ancillary structures shall use materials, colors, textures, screening and landscaping that will blend the tower facilities with the natural setting and built environment. The antenna screening will be painted to thatch the building to blend with the surrounding environment. Color According to TMC 18.58.070: 7. Color - All antennas and ancillary facilities located on buildings or structures other than lowers shall be of a neutral color that is identical to or closely compatible with the color of the supporting structure so as to make the antenna and ancillary facilities as visually unobtrusive as possible. The antenna screening will be painted to match the building to blend with the surrounding environment. Lighting According to 'hMC 18.58.070: 8. Lighting- Towers shall not be artificially lighted unless required by the FAA, FCC or other applicable authority. If lighting is required, the reviewing authority shall review the lighting alternatives and approve the design that would cause the least disturbance to the surrounding areas. No strobe lighting of any type is permitted on any tower. No lighting will be on- site. Cleaiiwe SL A0264 Rirerion North Page 5 Advertising According to 18.58.070: 9. Adr eilising - No advertising is permitted at wireless communication facility sites or on any ancillary structure or facilities equipment compound. No advertising is or will be on -site. Equipment Enclosure According to TMC 18.58.070: 10. Equipment Enclosure - Each applicant shall be limited to an equipment enclosure of 360 square leet at each site. However, this restriction shall not apply to enclosures located within an existing commercial, industrial, residential or institutional building. Equipment will be located within Sprint's existing equipment area. Height According to TMC 18.58.100: 1. Height - The proposed facility must meet the height requirement of the applicable zoning category. 77w antennas can qualify under TMC Section 18.50.080, "Rooftop Appuilenances'; if the antennas are located in a eliuirh spire, chimney' or fake chimney, elevator tower; mecharrica! equipment room, or other similar rooftop appurtenances usually required to be placed on a roof and not intended for human occupancy. Stand -alone antennas shall not qualifj- as rooftop appurtenances. According to TMC 18.14.070, the zone height maximum is forty -five feet (45'). Clearwire is not proposing to exceed the existing building height or the zone height. Please sec Sheet A -2 for more detailed elevation information. Antenna Aesthetics According to TMC 18.58.100: 2. Antennas aesthetics - The antennas must be concealed from flew by blending with the architectural style of the building: This could include steeple like structures and paapel wails. The screening must be made out of the same material and be the sane color as the building: Antennas shall be painted to match the color scheme ofthc building(s). The antennas will be concealed from view and the antenna screening will painted to match the existing building. Please see the enclosed Photo Simulations for more detailed information. Clears i e SEA0264 Rirerlon Norih Page Feed Lines and Coaxial Cables According to TMC 1- 8.5810.0= 3. Feed lines and caw al cables - Feed lines and cables should be located below the parapet of the rooftop. The feed lines and coaxial cables will be concealed from view. Cabinet Equipment According to TMC 18.58.100: 4. Cabinet equipment - If cabinet equipment cannot be located within the building where the wireless communication facilities will be located, then the City's fist prate' reler'ence is to locate the equipment on the rooftop of the building. If the equipment can be screened by placing the equipment below the parapet walls, no additional scieeningis required. Ifscreeningis required, then the proposed screening must be consistent will the existing building in teinls ofco %; style, architeetma/ style and material. If the cabinet equipment is to be located on the ground, the equipment oust be fenced with a 6 -foot- tall fence, and materials shall be used to screen the equipment Isom tiew: Barbed wire may be used in the TVS, LI, HI, MIC /L, and MIC /H zones. Equipment will be located within Sprint's existing equipment area. Setbacks According to TMC 18.58.100: 5. Setbacks - The proposed wireless communication facilities facility must meet the setback of the applicable zoning calegoiy where the facility is to be located. The proposed antennas and equipment will meet all applicable setbacks. Please see Sheet A -0.1. Existing Use The subject area accommodates an existing multi- family residential building and telecommunication facility. Access /Circulation The site will be accessed by the existing right. of entry. There are no traffic impacts associated with these types of facilities as they are unmanned and require infrequent maintenance. Clear +ire .SEA 0264 Riverton North Page 7 Federal Requirements Clearwire's proposed telecommunication= facility modification will meet. or exceed current standards and regulations of the FAA, die-FCC, and any other agency of the Federal government with the authority to regulate towers and antennas. Clearwire's site will conform to all FAA/FCC regulations, and because the maximum ERP is less than two thousand (2,000) watts and /or the height of the facility is greater than ten meters (10m), an environmental evaluation of radio frequency emissions is exempted per CFR Title 47 Part. 24, Subpart. E. Clearwire has a license from the FCC to provide wireless services throughout. Washington State. Site Location Analysis The below zoning map shows the subject property as the red star and the surrounding zoning in the area. Clevwfre SEA0264 Rirer7ou North Page 8 Clea wire has reviewed the arca for alternative locations in order to completely assess a less intrusive alternative to the proposed site loeatio:._..No viable alternatives were found. The lollowing commercial rooftops were noted in the nnmedia vicinity: • 3400 South 148 "' Street (Parcel No. 0040001025) - Church (3- story) - Zoned: Regional Commercial (RC) (Site location would meet. Clearwire's needs in the area; however the property owner was not interested). • 3747 South 146'' Street (Parcel No. 0040000911) - Hotel /Motel (2- story) - Zoned: Neighborhood Commercial Center (NCC) • 3920 South 146 "' Street (Parcel No. 00400002,54.) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 3725 South 144 ' Street (Parcel No. 0040000115) - Grocery Store (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 3742 South 144 ' Street (Parcel No. 152304.9295) - Restaurant/Fast. Food (1- story) - Zoned: Neighborhood Commercial Center (NCC) • 3716 South 144 " Street (Parcel No. 1523049140) - Retail (1-story) - Zoned: Neighborhood Commercial Center (NCC) • 14420 Pacific Highway South (Parcel No. 0040000175) - Hotel /Motel (3 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14440 Pacific Highway South (Parcel No. 0040000190) - Hotel /Motel (2- story) - Zoned: Neighborhood Commercial Center (NCC) • 14442 Pacific Highway South (Parcel No. 0040000252) - Hotel /Motel (2 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14.452 Pacific Highway South (Parcel No. 0040000253) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14604. Pacific Highway South (Parcel No. 0040000905) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14607 Pacific Highway South (Parcel No. 0040000874) - Office (1 -story) - Zoned: Neighborhood Commercial Center (NCC)14624 Pacific Highway South (Parcel No. 0040000901) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14.638 Pacific Highway South (Parcel No. 0040000902) - Restaurant /Fast Food (1 -story) - Zoned: Neighborhood Commercial Center (NCC) • 14.639 Pacific Highway South (Parcel No. 0040000865) - Retail (1 -story) - Zoned: Neighborhood Commercial Center (NCC) The above locations except for 3400 South 148 "' Street were lower in height and did not provide the needed height in the area. The subject property is a 4 -story apartment building. There were not any nonresidential structures in the area that met. the needed height requirements. "Fhe existing building accommodates existing telecommunication facilities. Locating the proposed facility at this site location is the least intrusive option to the neighborhood. Cleanrtir SI:A0264 Rin-eiion North Page 9 06 -30 -2011 I City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director SARAH TELSCHOW REALCOMM ASSOCIATES 14432 SE EASTGATE WY - SUITE 260 98007 RE: Permit No. D10 -270 3516 S 146 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 08/28/2011. Based on the above, you are hereby advised to: 1) Call the City of Tukwila Inspection Request Line at 206 - 431 -2451 to schedule for the next or final inspection. Each inspection creates a new 180 day period, , provided the inspection shows progress. -or- 2) Submit a written request for permit extension to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit. The Building Code does allow the Building Official to approve one extension of up to 180 days. If it is determined that your extension request is granted, you will be notified by mail. In the event you do not call for an inspection and /or receive an extension prior to 08/28/2011, 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, -1,,-,0 ---a__ Bill Rambo Permit Technician File: Permit File No. D10 -270 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 02 -01 -2011 • Gity of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director SARAH TELSCHOW REALCOMM ASSOCIATES 14432 SE EASTGATE WY - SUITE 260 98007 RE: Permit Application No. D10 -270 3516 S 146 ST TUKW Dear Permit Applicant: In reviewing our current application files, it appears that your permit applied for on 09/28/2010, has not been issued by the City of Tukwila Permit Center. Per the International Building Code, International Mechanical Code, Uniform Plumbing Code and /or National Electrical Code every permit application not issued within 180 days from the date of application shall expire and become null and void. Your permit application will expire on 03/27/2011. If you still plan to pursue your project, a written request for extension of your application must be submitted to the Permit Center at least seven (7) days before it is due to expire. Address your extension request to the Building Official and state your reason(s) for the need to extend your permit application. If it is determined that an extension is granted, your application will be extended for an addtional 90 days from the expiration date and you will be notified by mail. In the event that we do not receive your written request for extension or request was denied, your permit application will expire, become null and void and your project will require a new permit application, plans and specifications, and associated fees. Thank you for your cooperation in this matter. Sincerely, Bill Rambo Permit Technician File: Permit File No. D10 -270 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • 1 i TU , ty If k `. %i1 ! Jim Haggerton, Mayor Department of Community i' eVelopme, : t Jack Pace, Director December 22, 2010 Sarah Telschow RealCom Associates 14432 SE Eastgate Wy — Suite 260 Bellevue, WA 98007 RE: Correction Letter #1 Development Permit Application Number D10 -270 Clearwire — 3516 S 146 St Dear Ms. Telschow, This letter is to inform you of corrections that must be addressed before your development permit can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Planning Department. At this time the Building, Fire and Public Works Departments have no comments. Planning Department: Brandon Miles at 206 431 -3684 if you have questions regarding the attached comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 431 -3670. Sincerely, Rcuvvirir_ Bill Rambo Permit Technician encl File No. D10 -270 W:\Pennit Center \Correction Letters \2010\D10 -270 Correction Letter #1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 o Phone: 206 - 431 -3670 ® Fax: 206 - 431 -3665 DATE: CONTACT: RE: ADDRESS: ZONING: PLANNING DIVISION COMMENTS December 21, 2010 Sarah Telschow D10-270 3516 S. 146th St HDR The Planning Division of DCD has reviewed the above permit application. The application cannot be approved at this time. The project was subject to a type II wireless communication land use permit. A condition of that land use permit was as follows: 1. Prior to issuance of the building permit, the applicant shall submit revised plans to address the screening concerns raised in conclusion #2 of this staff report. The applicant can choose to either install landscaping and /or install a fence which will screen the ground equipment from view as required by TMC 18.58.110 (4). The revised plans shall be approved by the Director of DCD or designee. The screening shall be in place prior to final approval of the building permit. Please address the above condition. • • lla Jim Haggerton, Mayor Department of Community Development Jack Pace, Director September 30, 2010 Sarah Telschow Realcom Associates 14432 SE Eastgate Wy — Suite 260 Bellevue, WA 98007 RE: Incomplete Letter #1 Development Permit No. D10 -270 Clearwire — 3516 S 146 St Dear Ms. Telschow, This letter is to inform you that your permit application received at the City of Tukwila Permit Center on September 28, 2010 is determined to be incomplete. Before your application can continue the plan review process the attached /following items from the following department(s) need(s) to be addressed: Building Department: Allen Johannessen at 206 433 -7163 if you have any questions regarding the attached comments. Please address the comment above in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal a `Revision Submittal Sheet' must accompany every resubmittal. I have enclosed one for your convenience. Revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at the Permit Center at (206) 431 -3670. Sincerely, Bill Rambo Permit Technician Enclosures File: D10 -270 W:\Permit Center \Incomplete Letters\2010\DI0 -270 Incomplete Ltr # 1.DOC 6300 Southcenter Boulevard, Suite #100 0 Tukwila, Washington 98188 0 Phone: 206 - 431 -3670 0 Fax: 206 - 431 -3665 • 1 Tukwila Building Division Allen Johannessen, Plan Examiner Determination of Completeness Memo Date: September 30, 2010 Project Name: Clearwire Permit #: D10 -270 Plan Review: Allen Johannessen, Plans Examiner The Building Division has deemed the subject permit application incomplete. To assist the applicant in expediting the Department plan review process, please forward the following comments. (GENERAL NOTE) PLAN SUBMITTALS: (Min. size 11x17 to maximum size of 24x36; all sheets shall be the same size). (If applicable) Structural Drawings and structural calculations sheets shall be original signed wet stamped, not copied.) 1. Engineer's calculations and plan drawings specify outdated building codes. Revise plan notes, design and engineers calculations to show compliance with all related 2009 International Building codes. Be sure all code references in plan notes and details are referencing current changes to the current building codes as some code numbers and language has changed. Should there be questions concerning the above requirements, contact the Building Division at 206 -431- 3670. No further comments at this time. • • PEWIT PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -270 DATE: 01 -04 -11 PROJECT NAME: CLEARWIRE SITE ADDRESS: 3516 S 146 ST Original Plan Submittal X Response to Correction Letter # 1 Revision # After Permit Issued Response to Incomplete Letter # DEPARTMENTS: Building Division Public Works Fire Prevention Structural AV C/ 0 k'1 Planning Division Permit Coordinator 1 DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 01-06-11 Complete Incomplete ❑ Comments: Not Applicable 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 Approved with Conditions Notation: REVIEWER'S INITIALS: DATE: DUE DATE: 02-03-11 Not Approved (attach comments) Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip_doc 2 -28 -02 • PE r o1T COQ COSY O PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D10 -270 DATE: 10/07/10 PROJECT NAME: CLEARWIRE SITE ADDRESS: 3516 S 146 ST Original Plan Submittal Response to Correction Letter # X Response to Incomplete Letter # 1 Revision # after Permit Issued DEPART ENTS: it.L° B i ng 'vision Public Works n Fire Prevention Structural n M cif .44 Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 10/12/10 Complete Comments: Incomplete n Not Applicable Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES/THURS ROUTING: Building Please Route REVIEWER'S INITIALS: Structural Review Required n No further Review Required ❑ DATE: APPROVALS OR CORRECTIONS: DUE DATE: 11/09/10 Approved ❑ Approved with Conditions Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: 1 i - -13_l o Departments issued corrections: Bldg ❑ Fire ❑ Ping PW ❑ Staff Initials: we Documents/routing slip.doc 2 -28 -02 • A P .p s..i PLAN KtVI • MeV I IING SLIP ACTIVITY NUMBER: D10 -270 PROJECT NAME: CLEARWIRE SITE ADDRESS: 3516 S 146 ST X Original Plan Submittal Response to Correction Letter # DATE: 09 -28 -10 Response to Incomplete Letter # Revision # After Permit Issued QEPARTMEf4TS: A3 7-4 building L)Ivlsion ublic Wor s�'� kWL 10 Ire Prevention Structural 3-to Planning Division Permit Coordinator DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Incomplete DUE DATE: 09-30-10 Not Applicable Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: 9-10 — 10 LETTER OF COMPLETENESS M ILED: Departments determined incomplete: Bldg Fire ❑ Ping ❑ PW ❑ Staff Initials: 1A4 TUES/THURS ROUTING: Please Route ❑ Structural Review Required 1-1 No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: DUE DATE: 10-28-10 Approved ❑ Approved with Conditions n Not Approved (attach comments) Notation: REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents /routing slip.doc 2 -28-02 City of Tukwila Steven M. Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206 - 431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director 1 REVISION .:SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 01+o1"i't1 Plan Check/Permit Number: D1 0-2 / 0 ❑ Response to Incomplete Letter # ® Response to Correction Letter # 1 ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Clearwire Project Address: 3 516 S 146 St Contact Person: (1r011n`T'et5Cha f Phone Number: 25 2 RLi- LILN ! txt tf q Summary of Revision: MOVED 4 2011 PERMIT CENTER Sheet Number(s): 6-1 l A - 0 - A-2 (Avid /4-el "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: ❑ Entered in Permits Plus on \applications \forms - applications on line \revision submittal Created: 8 -13 -2004 Revised: • City of Tukwila Steven M Mullet, Mayor Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 -431 -3670 Fax: 206 -431 -3665 Web site: http: / /www.ci.tukwila.wa.us Steve Lancaster, Director Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 10 -07 -10 Plan Check/Permit Number: D10-270 ® Response to Incomplete Letter # 1 ❑ Response to Correction Letter # ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Project Name: Clearwire Project Address: 3516 S 146 St erregikonvu OCT 072010 PERMIT CENTER Contact Person: Sarah Telschow Phone Number: (425) 274 -4444 ext. 114 Summary of Revision: The plans and structural calculations have been revised with the 2009 IBC_ Sheet Number(s): G -1 and S -1 "Cloud" or highlight all areas of revision including date of revision Received at the City of Tukwila Permit Center by: Entered in Permits Plus on Cs lapplicationslforn s- applications on linelrevision submittal Created: 8 -13 -2004 Revised: Contractors or Tradespeople Peter 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 WREN COMM INC UBI No. 602045071 Phone 4252521282 Status Active Address 1410 80Th St Sw License No. WRENCI'0020K Suite /Apt. STE A License Type Construction Contractor City Everett Effective Date 9/12/2000 State WA Expiration Date 1/7/2013 Zip 98203 Suspend Date County Snohomish Specialty 1 Utilities And Telecommunications Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty 1 Specialty 2 Effective Date Expiration Date Status WRENCI *013B6WREN CONSTRUCTION INC Construction Contractor General Unused 1/26/1999 1/26/2012 Active Business Owner Information Name Role Effective Date Expiration Date HAGY, DAN President 09/12/2000 Amount CRAWFORD, RODNEY G Secretary 05/10/2002 CPP0014246 BONSON, RANDY S Vice President 09/12/2000 BROWNING, DOUG Vice President 09/12/2000 05/10/2002 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 2 COLONIAL AM CAS & SURETY OF MD LPM4037290 07/22/2001 Until Cancelled $6,000.00 07/31/2001 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 WESTERN NATIONAL ASSUR CO CPP0014246 01/26/2010 01/26/2012 $1,000,000.00 01/25/2011 6 WESTERN NATIONAL INS CP300008615 01/26/2008 01/26/2010 $1,000,000.0001 /26/2009 5 AMERICAN STATES INS CO 01CG109274 01/26/2006 01/26/2008 $1,000,000.0001 /15/2007 4 AMERICAN STATES INS CO 01CG1092744 01/26/2005 01/26/2006 $1,000,000.00 01/05/2005 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 03/01/2011 rre Ii r1 qua „i;? .I r II VICINITY MAP 5 140th St N 0 0 01 a M 0 • 01 0 M 0 O ce 0 U w 01 3 0 co O cn ▪ cn oo b O N 0 i •o S 1.44t1' St S1 1h Si . ,. I] Ih S1 r.. 4.141 s1 S1 142nd -S 141m St clear PROJECT NAME: RIVERTON NORTH SITE NUMBER: WA-SEA264-D PROJECT TYPE: PROJECT LOCATION: NEW ROOFTOP TELECOMMUNICATIONS FACILITY AND ASSOCIATED GROUND EQUIPMENT 3516 S 146TH STREET TUKWILA, WA 98168 AUG 2`82011 REVIEWED FORS` ODE COMPLIANCE / A PonnvED JAN 1020H & Cityo r Ala BUILDING D IS IOAI F L C "m: PY Permit Plan review approval is subject to errors and omissions. Approval of construction documents does not authorize the violation of any adopted code or ordinance. Receipt knowledged: City Of ltdcwita BUILDING DI VISICI DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. JAN 0 3 20 si MORRISON I-IERSHALLL) CORP 8259 tifREGISTERED ARCHITECT RTJERR LARA • F WAS N TO �41, ,A, R0: ERT JERRY LARA STATE OF WASHINGTON LICENSED 8259 ARC HITECT D 6 5 4 3 2 SCOPE OF WORK LIST OF DRAWINGS 1 01/03/11 ISSUED FOR PERMIT l4Dth.. St 7c rtt 139th SITE DIRECTIONS S 146th St S 148th St THE PROPOSED FACILITY CONSISTS OF SIX (6) PANEL ANTENNAS, TWO (2) MICROWAVE DISHES AND GROUND MOUNTED EQUIPMENT CABINET TO BE LOCATED WITHIN SPRINT'S EXISTING EQUIPMENT COMPOUND REVISIONS No changes shaft be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions will require a new plan submittal and may include additional plan review fees. GENERAL ISSUE 0 10/06/10 ISSUED FOR PERMIT G -1 COVER SHEET 1 B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW ARCHITECTURAL ISSUE No. Date Action PROJECT INFORMATION Lp' FROM KIRKLAND: TAKE SR -520 EAST TO 1 -405 SOUTH TOWARD RENTON, ROAD NAME CHANGES TO SR -518 WEST. TAKE RAMP RIGHT FOR SR -99 SOUTH TOWARD SEA —TAC AIRPORT. TURN RIGHT ONTO S 154TH ST. THEN TURN LEFT ONTO SR -99 / INTERNATIONAL BLVD / TUKWILA INTERNATIONAL BLVD. MAKE A LEFT TURN ONTO S 146TH ST. SHELL ON THE CORNER. ARRIVE AT SITE (ON THE RIGHT 3516 S 146TH ST.) APPROVALS APPROVAL SIGNATURE DATE PROPERTY OWNER : CLEARWIRE REPRESENTATIVE : 1 2 BUILDING OWNER: ARK VILLA NELLE, LLC ROBERT 8c ARLENE KRUSSEL 18107 NORMANDY TERRACE S.W. NORMANDY PARK, WA 98166 PHONE: (206) 246 -2323 JOAN KRUSSEL, MANAGER LATITUDE: 47° 28' 23.4” N LONGITUDE: 122° 17' 13.8" W JURISDICTION: CITY OF TUKWILA TAX PARCEL ID: 0040000315 ZONING CLASS: HDR APPLICANT: CLEARWIRE 4400 CARILLION POINT KIRKLAND, WA 98033 PERMITTING CONTACT : CONSULTANT REPRESENTATIVE SARAH TELSCHOW REALCOM ASSOCIATES 14432 SE EASTGATE WAY, SUITE 260 BELLEVUE, WA 98007 PHONE : (425) 274 -4444 EXT 114 FAX : (425) 274 -4449 stelschow@realcomassoc.com RICK MATTESON PROJECT MANAGER MORRISON HERSHFIELD CORPORATION PHONE: (425) 289 -5924 3 A -0 EXISTING SITE PLAN ) PROPOSED SITE PLAN A -1 PARTIAL ROOF PLAN, COMPOUND PLANS AND DETAIL A— BUILDING ELEVATION A -3 AN ' A • RIE • RF SYSTE A -4 ANTENNA INFORMATION DETAILS A -5 EQUIPMENT CABINET DETAILS A -6 DETAILS A— D LS A -8 WOOD FENCE DETAILS (CEDAR FENCE) STRUCTURAL LE & ANTENNA MOUNT DETAIL 1 1 1 1 0 0 0 0 0 1 I!F11 MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com ISSUE S -1 STRUCTURAL NOTES S -2 DETAILS S -3 DETAILS S -4 DETAILS S -5 DETAILS SEPARATE PE ,I~ IT REQUIRED FOR: rif Mechanical Electrical Plumbing Gas Piping City of Tukwila CORRECTION MCA__ 0 0 0 0 0 Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 ll118,1 I °VN 1111.11R 1,, Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 ELECTRICAL ISSUE E -1 ELECTRICAL SITE PLAN E -2 ENLARGED ELECTRICAL PLANS E -3 ELECTRICAL RISER DIAGRAM E -4 GROUNDING PLAN E -5 GROUNDING AND POWER DETAILS sixruteo AUG 28 2011 RECEIVED JAN 0 4 2011 PERMIT CENTER 0 0 0 0 0 Drawing Title: COVER SHEET B CODE COMPLIANCE Project No. 810014800 ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT CONDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES: WASHINGTON STATE AND LOCAL BUILDING CODES WITH THE FOLLOWING REFERENCE CODE: • 2008 NATIONAL ELECTRIC CODE (NFPA 70) • 2009 INTERNATIONAL BUILDING CODE (IBC) • 2009 INTERNATIONAL MECHANICAL CODE (IMC) ttO276 Designer: RM Date: 09/02/10 Drawn By: RM Checked By: RL Project Manager: RM Client Approval Issue No. 6 Drawing No. G -1 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE A 0 0 0 0 0 Er 0 0 N w co w V) O co co U O i cn G ENERAL N OTES L EGEND OT N D 00 NOT AND ADVISE CONSULTANTS CONTRACTOR O SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 1. GENERAL 1. EXAMINE THE SITE CONDITIONS VERY CAREFULLY AND THE SCOPE OF PROPOSED WORK TOGETHER WITH THE WORK OF ALL OTHER TRADES AND INCLUDE IN THE BID PRICE ALL COSTS FOR WORK SUCH AS EQUIPMENT AND WIRING MADE NECESSARY TO ACCOMMODATE THE SYSTEMS SHOWN AND SYSTEMS OF OTHER TRADES. 2. SUBMITTAL OF BID INDICATES CONTRACTOR IS COGNIZANT OF ALL JOB SITE CONDITIONS AND WORK TO BE PERFORMED UNDER THIS CONTRACT. 3. PERFORM DETAILED VERIFICATION OF WORK PRIOR TO ORDERING THE EQUIPMENT AND COMMENCING CONSTRUCTION. ISSUE A WRITTEN NOTICE TO THE CONSULTANT OF ANY DISCREPANCIES. 4. OBTAIN ALL PERMITS, PAY ASSOCIATED FEES AND SCHEDULE INSPECTION. 5. PROVIDE ALL LABOR, MATERIAL, EQUIPMENT, INSURANCE, AND SERVICES TO COMPLETE THIS PROJECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND PRESENT IT AS FULLY OPERATIONAL TO THE SATISFACTION OF THE OWNER. 6. CARRY OUT WORK IN ACCORDANCE WITH ALL GOVERNING STATE, COUNTY AND LOCAL CODES AND O.S.H.A. 7. PRIOR TO BEGINNING WORK COORDINATE ALL POWER AND TELCO WORK WITH THE LOCAL UTILITY COMPANY AS IT MAY APPLY TO THIS SITE. ALL WORK TO COMPLY WITH THE RULES AND REGULATIONS OF THE UTILITIES INVOLVED. 8. FABRICATION AND INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEM SHALL BE DONE IN A FIRST CLASS WORKMANSHIP PER NECA STANDARD 1 -2000 BY QUALIFIED PERSONNEL EXPERIENCED IN SUCH WORK AND SHALL SCHEDULE THE WORK IN AN ORDERLY MANNER SO AS NOT TO IMPEDE PROGRESS OF THE PROJECT. 9. DURING PROGRESS OF THE WORK, MAINTAIN AN ACCURATE RECORD OF THE INSTALLATION OF THE SYSTEMS, LOCATING EACH CIRCUIT PRECISELY AND DIMENSIONING EQUIPMENT, CONDUIT AND CABLE LOCATIONS. UPON COMPLETION OF THE INSTALLATION, TRANSFER ALL RECORD DATA TO BLACK LINE PRINTS OF THE ORIGINAL DRAWINGS AND SUBMIT THESE DRAWINGS AS RECORD DRAWINGS TO THE CONSULTANT. 10. COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE (1) YEAR AFTER THE DATE OF JOB ACCEPTANCE BY OWNER. ANY MATERIAL OR EQUIPMENT FOUND TO BE FAULTY WOK, THAT PERIOD SHALL BE CORRECTED AT ONCE UPON DURING WRITTEN NOTIFICATION, AT THE EXPENSE OF THE CONTRACTOR. 11. CONTRACTOR SHALL CONSULT MANUFACTURER'S PLANS, SHOP DRAWINGS, AND SPECS FOR INDOOR /OUTDOOR EQUIPMENT LOCATION AND INSTALLATION. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESSIBLE AREAS ONLY. 12. COORDINATE EXACT TELEPHONE REQUIREMENTS AND SERVICE ROUTING WITH LOCAL TELEPHONE COMPANY. APPLY FOR T ELEPHONE SERVICE IMMEDIATELY UPON AWARD OF CONTRACT. 2. BASIC MATERIALS AND METHODS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE EDITION OF THE NEC ACCEPTED BY THE LOCAL JURISDICTION AND TO THE APPLICABLE LOCAL CODES AND REGULATIONS. 2. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. MATERIALS AND EQUIPMENT SHALL BE THE STANDARD PRODUCTS OF MANUFACTURER'S CURRENT DESIGN. ANY FIRST -CLASS PRODUCT MADE BY A REPUTABLE MANUFACTURER MAY BE USED PROVIDING IT CONFORMS TO THE CONTRACT REQUIREMENTS AND MEETS THE APPROVAL OF THE CONSULTANT AND THE OWNER. 3. ARRANGE CONDUIT, WIRING, EQUIPMENT, AND OTHER WORK GENERALLY AS SHOWN, PROVIDING PROPER CLEARANCES AND ACCESS. CAREFULLY EXAMINE ALL CONTRACT DRAWINGS AND FIT THE WORK IN EACH LOCATION WITHOUT SUBSTANTIAL ALTERATION. WHERE DEPARTURES ARE PROPOSED BECAUSE OF FIELD CONDITIONS OR OTHER CAUSES, PREPARE AND SUBMIT DETAILED DRAWINGS FOR ACCEPTANCE. 4. THE CONTRACT DRAWINGS ARE GENERALLY DIAGRAMMATIC AND ALL OFFSETS, BENDS, FITTINGS AND ACCESSORIES ARE NOT NECESSARILY SHOWN. PROVIDE ALL SUCH ITEMS AS MAY BE REQUIRED TO FIT THE WORK TO THE CONDITIONS. 5. MAINTAIN ALL CLEARANCES AS REQUIRED BY NEC. 6. SEAL AROUND CONDUITS AND AROUND CONDUCTORS WITHIN CONDUITS ENTERING THE PREFABRICATED SHELTER /CABINETS WHERE PENETRATION OCCURS WITH A SILICONE SEALANT TO PREVENT MOISTURE PENETRATION INTO BUILDING /SHELTER. 7. SILICONE SEAL AROUND ALL BOLTS AND SCREWS USED TO SECURE EQUIPMENT TO EXTERIOR OF BUILDING. 3. RACEWAYS AND BOXES 1. ALL CONDUIT SHALL BE UL LABELED. 2. ALL EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL HAVE A PULL CORD. 3. SHEET METAL BOXES SHALL CONFORM TO NEMA 051; CAST -METAL BOXES SHALL CONFORM TO NEMA 81 AND SHALL BE SIZED IN ACCORDANCE WITH NEC UNLESS NOTED OTHERWISE. 4. GROUNDING 1. ALL SAFETY GROUNDING OF THE ELECTRICAL EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CURRENT REVISION NEC. 2. ALL GROUND LUG AND COMPRESSION CONNECTIONS SHALL BE COATED WITH ANTI - OXIDANT AGENT, SUCH AS NO -OX, NOALOX, PENETROX OR KOPRSHIELD. 3. ALL EXPOSED METALLIC OBJECTS ON BUILDING ' EXTERIOR INCLUDING BUILDING TIE DOWN BRACKETS. 4. PROVIDE LOCK WASHERS FOR ALL MECHANICAL CONNECTIONS FOR GROUND CONDUCTORS. USE STAINLESS STEEL HARDWARE THROUGHOUT. 5. DO NOT INSTALL GROUND RING OUTSIDE OF PROPERTY LINE. 6. REMOVE ALL PAINT AND CLEAN ALL DIRT FROM SURFACES REQUIRING GROUND CONNECTIONS, REPAINT TO MATCH AFTER CONNECTION IS MADE TO MAINTAIN CORROSION RESISTANCE. 7 ALL EXTERIOR GROUNDING CONDUCTORS INCLUDING EXTERIOR GROUND RING SHALL BE #2 AWG SOLID BARE TINNED COPPER UNLESS NOTED OTHERWISE. MAKE ALL GROUND CONNECTIONS AS SHORT AND DIRECT AS POSSIBLE. AVOID SHARP BENDS. THE RADIUS OF ANY BEND SHALL NOT BE LESS THAN 8" AND THE ANGLE OF ANY BEND SHALL NOT EXCEED 90 °. GROUNDING CONDUCTORS SHALL BE ROUTED DOWNWARD TOWARD THE BURIED GROUND RING. 8. BOND ALL EXTERIOR CONDUITS, PIPES AND CYLINDRICAL METALLIC OBJECTS WITH A PENN -UNION GT SERIES CLAMP, BLACKBURN GUV SERIES CLAMP OR A BURNDY GAR 3900BU SERIES CLAMP ONLY, NO SUBSTITUTES ACCEPTED. 9. ALL GROUND CONNECTIONS SHALL BE APPROVED FOR THE METALS BEING CONNECTED. 10. ALL EXTERNAL GROUND CONNECTIONS SHALL BE EXOTHERMICALLY WELDED. ALL EXOTHERMIC WELDS TO EXTERIOR GROUND RING SHALL BE THE PARALLEL TYPE, EXCEPT FOR THE GROUND RODS WHICH ARE TEE EXOTHERMIC WELDS. REPAIR ALL GALVANIZED SURFACES THAT HAVE BEEN DAMAGED BY EXOTHERMIC WELDING. USE SPRAY GALVANIZER SUCH AS HOLUB LECTROSOL #15 -501. 11. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WHEN THE BURIED GROUND RING IS INSTALLED SO THE REPRESENTATIVE CAN INSPECT THE GROUND RING BEFORE IT IS BACKFILLED WITH SOIL. 12. FOR METAL FENCE POST GROUNDING, USE A HEAVY DUTY TYPE GROUNDING CLAMP OR EXOTHERMIC WELD CONNECTION TO POST. GROUND ALL FENCE POSTS WITHIN 6' OF EQUIPMENT. 13. WHERE MECHANICAL CONNECTORS (TWO -HOLE OR CLAMP) ARE USED, APPLY A LIBERAL PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND SUCH AS "NO OXIDE A" BY DEARBORN CHEMICAL COMPANY ON ALL CONNECTORS. 5. COAXIAL ANTENNA CABLE NOTES 1. THE COAXIAL ANTENNA CABLE INSTALLER SHALL BE RESPONSIBLE FOR PERFORMING AND SUPPLYING CLEARWIRE WITH TYPE- WRITTEN SWEEP TESTS (ANTENNA RETURN LOSS TEST). THIS TEST SHALL BE PERFORMED TO THE SPECIFICATIONS AND PARAMETERS OUTLINED BY THE CLEARWIRE RADIO FREQUENCY (RF) ENGINEER. THIS TEST SHALL BE PERFORMED PRIOR TO FINAL ACCEPTANCE OF SITE. 2. VAPOR WRAP WILL BE USED TO SEAL ALL CONNECTIONS. 3• ALL COAXIAL CABLE WILL BE GROUNDED PRIOR TO ENTERING THE EQUIPMENT SPACE AND AS SPECIFIED IN THE ELECTRICAL DRAWINGS. 4• ALL MAIN TRANSMISSION CABLE WILL BE TERMINATED AT A NEW /EXISTING POLYPHASER SURGE PROTECTOR LOCATED WITH THE EQUIPMENT SPACE. 5. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT TO EXCEED 4' -0" WITH HARDWARE SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS. 6. ANTENNA CABLE LENGTHS HAVE BEEN PROVIDED BY OTHERS. CABLE LENGTHS LISTED ARE APPROXIMATE AND ARE NOT INTENDED TO BE USED FOR FABRICATION DUE TO FIELD CONDITIONS. ACTUAL ANTENNA CABLE LENGTHS REQUIRED MAY VARY FROM LENGTHS TABULATED. CONTRACTORS MUST FIELD VERIFY ANTENNA CABLE LENGTHS PRIOR TO ORDER. 7. ALL MAIN CABLES WILL BE COLOR CODED AT THREE (3) LOCATIONS: A. AT ANTENNA PRIOR TO JUMPER B. PRIOR TO ENTERING EQUIPMENT CABINET, AT CABLE ENTRY PORT C. INTERIOR SIDE OF EQUIPMENT CABINET, AT CABLE ENTRY PORT 8. ALL MAIN CABLES WILL BE GROUNDED AT: A. AT ANTENNA MOUNTING PIPE B. AT CABLE SUPPORT ASSEMBLY ON ROOF C. PRIOR TO ENTERING EQUIPMENT CABINET 9. ALL TOP JUMPERS WILL BE MADE UP OF 1/2" DIA. / LDF. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO MINIMIZE THE LENGTH OF THE JUMPERS. 6. SPECIAL INSPECTIONS SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ❑ CONCRETE OVER 2500 PSI 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 ENIGNEER OF THE RECORD ❑ VERIFICATIONS OF MILL REPORT ❑ IDENTIFICATION OF STEEL AND AT JOB SITE ❑ ADHESIVE BOLTS IN CONCRETE OR MASONRY CONCRETE SYMBOL DESCRIPTION cm la' LJ m T 0 CIRCUIT BREAKER NON-FUSIBLE DISCONNECT SWITCH FUSIBLE DISCONNECT SWITCH SURFACE MOUNTED PANEL BOARD TRANSFORMER KILOWATT HOUR METER DENOTES CABLE OR CONDUIT MO R SOl`N f n - ET) "` � T 00 !IE" SInLLD CORP 8259 REGISTERED ARCHITECT ERTJER YLAR .F A- INGT• �� A RO. ERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 TURNING UP IN PLAN VIEW DENOTES CABLE OR CONDUIT D TURNING DOWN IN PLAN VIEW JB JUNCTION BOX PB PULL BOX TO NEC /TELCO STANDARDS OVERHEAD UTILITIES ❑HU UNDERGROUND TELCO g uar UNDERGROUND POWER 5 UGP DENOTES REFERENCE NOTE 0 • EXOTHERMIC WELD CONNECTION ■ MECHANICAL CONNECTION (E.G.LUG, C -TAP) GROUND ROD 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT III- -� ill GROUND ROD WITH INSPECTION SLEEVES �F GROUND BAR PIN AND SLEEVE RECEPTACLE GROUND CONDUCTO _ D` "`' B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 , ISSUED FOR CLIENT REVIEW No. Date Action MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfeld.com j -r FUSE S ABBREVIATIONS AFG ABOVE FINISHED GRADE AIC AMPERE INTERRUPTING CAPACITY BFG BELOW FINISHED GRADE C CONDUIT CRGB CELL REFERENCE GROUND BAR CU COPPER C/W COMPLETE WITH D.T.T. DRY TYPE TRANSFORMER DIA. DIAMETER EC EMPTY CONDUIT REVIEWED FOR CODECOMPLIANCE APPPfl1� JAN 1 0 2011 City of Tukwila BUILDING DIVISION Client: clear 400 CARILLION POINT 4KIRKLAND,WA98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 G GE GROUNDING ELECTRODE GEC GROUNDING ELECTRODE CONDUCTOR GRC GALVANIZED RIGID CONDUIT MTS MANUAL TRANSFER SWITCH NEC NATIONAL ELECTRICAL CODE 0/H OVERHEAD PVC POLYVINYL CHLORIDE RNC RIGID NON- METALLIC CONDUIT (SCHEDULE 80 PVC) SCHED SCHEDULE SD SERVICE DISCONNECT SWITCH SE SERVICE ENTRANCE SN SOLID NEUTRAL TGB TELCO GROUND BAR TEGB TOWER EXIT GROUND BAR TR TRANSFORMER TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR TYP TYPICAL U/G UNDERGROUND RECEIVED WP WEATHERPROOF - NEMA 3R CITY OFTUKWILA W WITH OCT 07 2010 blesft PERMIT CENTER Drawing Title: GENERAL NOTES PROJECT I N FO R M AT I O N THIS IS AN UNMANNED AND RESTRICTED ACCESS EQUIPMENT AND WILL BE USED FOR THE TRANSMISSION OF RADIO SIGNALS FOR THE PURPOSE OF PROVIDING PUBLIC BROADBAND SERVICE. NO POTABLE WATER SUPPLY IS TO BE PROVIDED AT THIS LOCATION. NO WASTE WATER WILL BE GENERATED AT THIS LOCATION. NO SOLID WASTE WILL BE GENERATED AT THIS LOCATION. CLEARWIRE MAINTENANCE CREW (TYPICALLY ONE PERSON) WILL MAKE AN AVERAGE OF ONE TRIP PER MONTH AT ONE HOUR PER VISIT. ❑ HIGH STRENGTH BOLTING A ALL FIELD WELDING ❑ STRUCTURAL MASONRY 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. Project No. 810014800 Designer RM Date: 09/02/10 Drawn By RM Checked By RL Project Manager: RM Client Approval Issue No. Drawing No. G - 2 SCALE IS BASE ON 22" X 34" "0" SIZE ilk 0 C 0 0 N 0 0 V: \Project \810 Series \8100148 Clearwire Washington \WA — SEA264 \Drawings \WA — SEA264 CD Revl lee I,;Ih hhI hhh ,` 6PPki a y }kUI oMksFa.,.. ,l ao-WA..cicMluaiuWir' V"duJis .. EXISTING PANEL ANTENNA MOUNTED ON A MAST INSIDE A FIBERGLASS SHROUD. (TYP. OF 3) EXISTING SPRINT ANTENNA ON EXISTING MOUNT TO REMAIN (TYP. OF 2) EXISTING CONC. PATIO 1 i 00 N \ —0,1 w _J I EXISTING PROPERTY LINE. (313' 20 ") ke .'r I 0 EXISTING 12" CABLE TRAY EXISTING ASPHALT PARKING LOT W I NORTHWEST UTILITY NOTIFICATION CENTER CALL TOLL FREE 1- 888 - 424 -5555 THREE WORKING DAYS BEFORE YOU DIG EXISTING ANTENNA CABLES ON SLEEPERS EXISTING SPRINT ANTENNA (TYP.) EXISTING CONDUITS ATTACHED TO BUILDING WALL ELEVATOR PENTHOUSE + 3'± ABOUT ROOF MAIN ROOF 0 EXISTING 12" CABLE TRAY EXISTING ASPHALT PARKING LOT LOWER ROOF / / / EXISTING ROOF HATCH // EXISTING SPRINT EQUIPMENT EXISTING SPRINT CONCRETE PROPOSED WOOD FENCE (CEDAR) TO REPLACE EXISTING 6' —O" HIGH CHAIN LINK FENCE. NEW FENCE TO MATCH HEIGHT OF EXISTING CHAIN LINK FENCE. REFER TO SHEET A -8 WINN OMB MIN EXISTING PROPERTY LINE. (313' -0 ") EXISTING SITE PLAN 1/32" = 1' -0" (BASED ON 22" x 34" PAPER) 1/64" = 1' -0" (BASED ON 1 1 " x 17" PAPER) TRUE NORTH MIN MID EMS EXISTING UTILITY POLE b10270 O 2` 6". 2011 SOUTH 146TH RECEIVED JAN o42011 PERMIT CENTER alutimmuatawmmimmumliw.m4xfti, DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. JAN 03 2C11 MORRISON RISON - HERSHIFIEL.D CORP 8259 1, I Reri RT JERRY LARA LIC NS ED ARCHITECT STATE OF 8259 WASHINGTON REGISTERED ARCHITECT BERT JER E OF WA Y LARA INGTON D 6 5 4 3 2 1 01/03/11 ISSUED FOR PERMIT 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW C No. Date Action ■ MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA -S EA264- D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: EXISTING SITE PLAN Project No. 810014800 Designer: RM Date: 09/02/10 Drawn By: RM Checked By: RL Project Manager: RM Client Approval Issue No. 1 Drawing No. A -0 1 2 4 5 6 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE A iy 0 N 0 N 0 0 0 s•I. 0 0 3 c 3 0 0 N W 3 a.. 5 0 cn V: \Project \810 PROPOSED (2) CLEARWIRE ANTENNA INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD #3. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.= 41'- 4 " /AZ =O' (SECTOR: ALPHA) PROPOSED CLEARWIRE (2) 3" CONDUITS FOR CLEARWIRE ATTACHED TO BUILDING WALL. SEE DETAIL D /A -1 (MATCH EXISTING ROUTE UP BLDG) PAINT TO MATCH EXISTING CONDUITS MID PROPOSED CLEARWIRE COAX CONDUIT ROUTING ON ROOF. PROVIDE 4 "X4" SLEEPERS. REFER TO DETAIL B /A -6. EXISTING PROPERTY LINE. (313' _0 ") EXISTING ASPHALT PARKING LOT PROPOSED CLEARWIRE 12 "0 MW DISH INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD #2. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 37' -0" / AZ =172' (SECTOR: BETA) PROPOSED (2) CLEARWIRE ANTENNA INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD #2. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 41' -4" / AZ =120' (SECTOR: BETA) REVIEWED FOR CODE COMPLIANCE APPROVED JAN 10 2011 City of Tukwila BUILDING DIVISION MOM Nab 71 1 i i i 1 Tr 1E! 1 EXISTING ROOF HATCH PROPOSED CLEARWIRE 24 "0 MW DISH ON EXISTING SPRINT MOUNT INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD #1. PAINT TO MATCH EXISTING BUILDING COLORS. 1 R.C. = 41'-4" / AZ =TBD (SECTOR: ALPHA) MAIN ROOF 0 00 N LL I z w 0 0 z X w PROPOSED (2) CLEARWIRE ANTENNA INSIDE 1 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD #3. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.= 41' -4" / AZ = 240' (SECTOR: GAMMA) (2) 3" UNDERGROUND CONDUITS FOR CLEARWIRE SAWCUT EXISTING CONCRETE PATIO FOR NEW CLEARWIRE CONDUIT INSTALLATION. CONTRACTOR TO RETURN EXISTING CONCRETE PATIO TO ITS ACTUAL CONDITION AFTER COMPLETION OF WORKS EXISTING ASPHALT PARKING LOT 1 co IN H T- I`- LLI �z I-' 10 IEE �0 z X JLiJ I 1 i MID EXISTING PROPERTY LINE. (313' -0 ") - - NORTHWEST UTILITY NOTIFICATION CENTER CALL TOLL FREE 1- 888 - 424 -5555 THREE WORKING DAYS BEFORE YOU DIG EXISTING SPRINT EQUIPMENT EXISTING SPRINT CONCRETE PAD PROPOSED CLEARWIRE CABINET ON EXISTING SPRINT CONCRET LAB PROPOSED WOOD FENCE (CEDAR) TO REPLACE EXISTING 6' -0" HIGH CHAIN LINK FENCE. NEW FENCE TO MATCH HEIGHT OF EXISTING CHAIN LINK FENCE. REFER TO SHEET A -8 PROPOSED SITE PLAN 1/32" = 1' -0" (BASED ON 22" x 34" PAPER) 1/64" = V-0" (BASED ON 1 1 " x 17" PAPER) TRUE NORTH 1111XPIKOSIO AUG 213 2011 RECEIVED b tO.�� 0 JAN 04 2011 PERMIT CENTER DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. JAN 0 3 2OU MORRISON HERSHFIELD CORP 1 WAS rlf INGTON 1 1'I ROBE'? JERRY LARA LIC EN ED ARCHITECT STATE OF WASHINGTON 8259 D 6 5 4 3 2 1 01/03/11 ISSUED FOR PERMIT 0 B 10/06/10 08/25/10 ISSUED FOR PERMIT ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW C No. Date Action ■ .���IflItll�Jll�l� MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: C ear IW 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: PROPOSED SITE PLAN B Project No. 810014800 Designer: RM Date: 09/02/10 Drawn By RM Checked By: RL Project Manager RM Client Approval Issue No. 1 Drawing No. A -0.1 SCALE IS BASE ON 22" X 34" "D" 'SIZE NEXTEL TEMPLATE - COLOCATE A V: \Project \810 Series \8100148 Clearwire Washington \WA — SEA264 \Drawings \WA — SEA264 CD Rev1 W{ {pr„t.PoWIIIII1Sl ":::d� PROPOSED CLEARWIRE 24 "0 MW DISH pN EXISTING SPRINT MOUNT INSIDE 3'- 0 "x3' -0 "x 8' -6 "H FRP SHROUD #1. PAINT TO MATS H EXISTING BUILDING COLORS R.C. = 37' -0" / AZ =TB (SECTOR: ALPHA) CLEARWIRE ANTENNA ON PROPOSED (1) I EXISTING SPRINT MOUNT INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP I SHROUD #1. PAINT TO MACH EXISTING BUILDING COLOR MI CH 41' -4" / AZ = 0' ; (SECTOR: ALPHA) EXISTING SPRINT ANTENNA ON EXISTING SPRINT MOUNT PROPOSED (1) CLEARWIRE ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD #2. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.= 41' -4" / AZ = 0' (SECTOR: ALPHA) PROPOSED (1) CLEARWIRE ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD #2. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. 41' -4" / AZ = 240' (SECTOR: GAMMA) PROPOSED (1) CLEARWIREI ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3'- 0 " "x3'- 0 "x8' -6 "H FRP SHROUD #1. PAINT TO MATCH EXISTING BUILDING COLOR R.C.= 41' -4" / AZ = 240' (SECTOR: GAMMA) EXISTING SPRINT ANTENNA ON EXISTING SPRINT MOUNT PROPOSED CLEARWIRE (2) 3" CONDUITS & JUNCTION BOX FOR CLEARWIRE ATTACHED TO BUILDING WALL. SEE DETAIL D /A -1 (MATCH EXISTING ROUTE UP BLDG) PAINT TO MATCH EXISTING CONDUITS PROPOSED CLEARWIRE COAX CONDUIT ROUTING ON PARAPET WALL. REFER TO DETAIL D /A -1. EXISTING FENCE I EXISTING CONDUITS ATTACHED TO BUILDING WALL PARTIAL ROOF PLAN (SECTOR ALPHA & GAMMA) 1/4" = 1' -0" (BASED ON 22" x 34" PAPER) 1/8" = 1' -0" (BASED ON 1 1 " x 17" PAPER) TRUE NORTH PROPOSED WOOD 4NCE (CEDAR) TO REPLACI EXISTING 6' -0" HIGH CHAIN LINK FENCE. NEW FENCE TO MAYO HEIGHT OF EXISTING CHAIN SLINK FENCE. REFER TO SHEET A -8 ■ EXISTING CONCRETE PATI x EXISTING CONDUITS ATTACHED TO BUILDING WALL fr JJ PROPOSED CLEARWIRE-n_ POWER CONDUIT — SURFACE MOUNTED ON UNISTRUT SLEEPERS PROPOSED CLEARWIRE (2) 3" CONDUITS FOR CLEARWIRE ATTACHED TO BUILDING WALL. SEE DETAIL D /A -1 (MATCH EXISTING ROUTE UP BLDG) PAINT TO MATCH EXISTING CONDUITS EXISTING FENCE (2) 3" UNDERGROUND CONDUITS FOR CLEARWIRE SAWCUT EXISTING CONCRETE PATIO FOR NEW CLEARWIRE CONDUIT INSTALLATION. CONTRACTOR TO RETURN EXISTING CONCRETE PATIO TO ITS ACTUAL CONDITION AFTER COMPLETION OF WORKS EXISTING .' -0" DE CCES TO BE REPLACED WITH NEW ' -0" WIDE ACCESS GATE. REFER TO DETAIL A /A -8. G EXISTIfl 25' -0 "X26' -0" CHAIN LINK FENCED COMPOUND EXISTING GROUND MOUNTED SHROUD EXISTING ICE BRIDGE EXISTING SPRINT CABINETS ON STEEL FRAME EXISTING LANDSCAPE (TYP.) 0 EXISTING 10' -0 "X14' -6" CONCRETE SLAB PROPOSED CLEARWIRE CABINET ON EXISTING SPRINT CONC. SLAB COMPOUND PLAN 1/4" = 1' -0" (BASED ON 22" x 34" PAPER) 1/8" = V-0" (BASED ON 1 1 " x 17" PAPER) TRUE NORTH riEllill s. ac.z. r i�iadti DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. JAN 3x011 ;>1.- ?N I` +1156}°ildi: l..f;? CORP 8259 REGISTERED ' ARCHITECT BERT RRY LARA TE OF ASHIN TON II 1 Rs: ERT JERRY LARA LI ' ENSED ARCHITECT STATE OF 8259 WASHINGTON 5 4 3 2 1 01/03/11 ISSUED FOR PERMIT 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action 1 MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com PROPOSED CLEARWIRE COAX CONDUIT ROUTING ON ROOF. PROVIDE 4 "X4" SLEEPERS. REFER TO DETAIL B /A -6. PROPOSED CLEARWIRE 12 "0 MW DISH INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD #3. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 37' -0" / AZ =172' (SECTOR: BETA) PROPOSED (2) CLEARWIRE ANTENNAS INSIDE 2'- 6 "x2'- 6 "x8' -6 "H FRP SHROUD #3. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 41' -4" / AZ =120' (SECTOR: BETA) PARTIAL ROOF PLAN (SECTOR B) 1/4" = V-0" (BASED ON 22" x 34" PAPER) 1/8" = 1' -0" (BASED ON 1 1 " x 17" PAPER) TRUE NORTH 1/2"x2 3/4" HILTI QUICK BOLT (CONCRETE WALLS) OR HILTI HIT ANCHOR (MASONRY WALLS) (OR EQUAL) NEW CONDUIT WITH PIPE CLAMP B -LINE PART # B2015 (OR EQUAL) P1000 UNISTRUT CABLE SUPPORT (OR EQUAL) WALL MOUNTED COAX DETAIL NOT TO SCALE REVIEWED FOR CODE COMPLIANCE DDD w vFr JAN 1U 2Uii City of Tukwila ;RAIDING oIVIQI(W ixrI ftmD AUG 2 8 2011 bto....170 .i. RECEIVED JAN 04 2011 PERMIT CENTER Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: PARTIAL ROOF, COMPOUND PLANS AND DETAIL Project No. 810014800 Designer: RM Drawn By: RM Date: 09/02/10 Checked By: RL Project Manager: RM Client Approval Issue No. 1 Drawing No. A -1 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCAT NIP 1,11'q � ful: vuV w i ul � EXISTING SPRINT ANTENNA ON EXISTING SPRINT MOUNT TOP OF PROPOSED SHROUDS 44 —6 A.G.L. C.L. OF PROPOSED CLEARWIRE ANTENNAS 41' -4" A.G.L. C.L. OF PROPOSED CLEARWIRE MW DISHES N L v 0 o1 0 0 0 V: \Project \810 37' -0" A.G.L. PROPOSED CLEARWIRE (2) 3" CONDUITS FOR CLEARWIRE ATTACHED TO BUILDING WALL. SEE DETAIL D /A -1 (MATCH EXISTING ROUTE UP BLDG) PAINT TO MATCH EXISTING CONDUITS EXISTING SPRINT CABINETS ON STEEL FRAME BEHIND EXISTING FENCE PROPOSED CLEARWIRE CABINET ON EXISTING SPRINT CONC. SLAB BEHIND EXISTING FENCE 0' -0" PROPOSED (1) CLEARWIRE ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.= 41' -4" / AZ = 0' (SECTOR: ALPHA) PROPOSED CLEARWIRE 24 "0 MW DISH ON EXISTING SPRINT MOUNT INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 37' -0" / AZ =TBD (SECTOR: ALPHA) PROPOSED (1) CLEARWIRE ANTENNA ON EXISTING SPRINT MOUNT INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.= 41' -4" / AZ = 240' (SECTOR: GAMMA) EXISTING SPRINT ANTENNA ON EXISTING SPRINT MOUNT PROPOSED (1) CLEARWIRE ANTENNA INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.= 41' -4" / AZ = 0' (SECTOR: ALPHA) (BEYOND) PROPOSED (1) CLEARWIRE ANTENNA INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C.= 41' -4" / AZ = 240' (SECTOR: GAMMA) EXISTING CONDUITS ATTACHED TO BUILDING WALL PROPOSED (2) CLEARWIRE ANTENNA INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 41' -4" / AZ =120' (SECTOR: BETA) PROPOSED CLEARWIRE 12 "0 MW DISH INSIDE 3'- 0 "x3'- 0 "x8' -6 "H FRP SHROUD. PAINT TO MATCH EXISTING BUILDING COLORS. R.C. = 37' -0" / AZ =172' (SECTOR: BETA) TOP OF PROPOSED SHROUD 44' -6" A.G.L. C.L. OF PROPOSED CLEARWIRE ANTENNA 41' -4" A.G.L. C.L. OF PROPOSED CLEARWIRE MW DISH 37' -0" A.G.L. GROUND LEVEL OPOSED WOOD FENCE (CEDAR) TO REPLACE EXISTING 6' -0" HIGH CHAIN LINK FENCE. NEW FENCE TO MATCH HEIGHT OF EXISTING CHAIN LINK FENCE. REFER TO SHEET A -8 1 I I �pREV1EVVED FOR'` CODE COMPLIANCE �4 prlOuE4 JAN 1 0 2011 City ofTukwila BUILDING �IVLRtnn► 34' -0" AVERAGE ELEVATION OF ROOF DECK WEST ELEVATION A -2 1/8" = 1' -0" (BASED ON 22" x 34" PAPER) 1/16" = 1' -0" (BASED ON 1 1 " x 17" PAPER) AUG 2`8201 Duo -./7 0 RECEIVED JAN 04 2011 PERMIT CENTER DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. JAN 03 2211 ivioRRv - :; 1V 8259 ROB: STATE REGISTERED ARCHITECT T JERRY RA W HI G.ON ROB E"T JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 5 4 3 2 1 01/03/11 ISSUED FOR PERMIT 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action • MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: BUILDING ELEVATION Project No. 810014800 Designer: RM Drawn By: RM Project Manager: RM Date: 09/02/10 Checked By: RL Client Approval Issue No. Drawing No. A -2 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE 0 0 E 0. u) 0 0 0, ✓ O c0 0 0 0 q) cc 0 U N 0 W 0 N W En c 0 -c • 0 U co 5 0 oo o LABEL MARKINGS SHALL BE PLACED AT: (1) WITHIN 12" OF CABLE AT BOTH ENDS (2) AT OR NEAR MGB (3) EITHER PRIOR TO ENTRY INTO THE CABINET OR CABLE SUPPORT BRIDGE. (4) BOTTOM OF ANTENNA MAST PIPES * COORDINATE BACKHAUL DISH ANTENNA INSTALLATION WITH FINAL EMSS * COORDINATE RF ANTENNA INSTALLATION WITH LATEST MARKET RF DESIGN ANTENNA INFORMATION NOT TO SCALE ANTENNA INFORMATION SECTOR ANTENNA MODEL QTY. AZIMUTH IN DEGREES RADIATION CENTER MARKING METHOD: COLORED BAND MARKING METHOD: NUMBER OF BANDS SECTOR 1 — RED KATHREIN 84010054B 1 0° 41' -4" RED 1 SECTOR 2 — BLUE KATHREIN 84010054B 1 120° 41' -4" BLUE 2 SECTOR 3 — YELLOW P- 65- 18— XXW2 —R 1 240° 41' -4" WHITE 3 SECTOR 1 — RED P- 65- 18— XXW2 —R 1 0° 41' -4" RED 1 SECTOR 2 — BLUE P- 65- 18— XXW2 —R 1 120° 41' -4" BLUE 2 SECTOR 3 — YELLOW KATHREIN 840100546 1 240° 41' -4" WHITE 3 GPS ANTENNA LOCATION OPTIONS: (1) ANTENNA SHROUD; (2) EQUIPMENT CABINET; (3) H— FRAME, COORDINATE WITH CLEARWIRE AND MANAGER IN FIELD. MICROWAVE DISH INFORMATION SECTOR MICROWAVE DISH MODEL QTY AZIMUTH IN DEGREES RADIATION CENTER MARKING METHOD: COLORED BAND MARKING METHOD: NUMBER OF BANDS SECTOR 1 — RED RADIOWAVESHPCPE -23 1 172 37' -0" RED 1 SECTOR 2 — BLUE TBD (FUTURE) 1 TBD 37' -0" BLUE 2 GPS ANTENNA LOCATION OPTIONS: (1) ANTENNA SHROUD; (2) EQUIPMENT CABINET; (3) H— FRAME, COORDINATE WITH CLEARWIRE AND MANAGER IN FIELD. DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. T 6 ni0 MORRISON jN I IERSHIFILLD CORP 8259 IREGISTERED ' 1 • BERT JER Y LA A ARCHITECT lE OF WA' ING A1 1 RO ERT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 • 6 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW C No. Date Action 24" PROPOSED DISH ANTENNA PER CLEARWIRE EMSS (TYP.) 12" PROPOSED DISH ANTENNA PER CLEARWIRE EMSS (TYP.) 2-1/2" STD PIPE 2-1/2" STD PIPE 2-1/2" STD PIPE PROPOSED DISH ANTENNA PER CLEARWIRE EMSS (TYP.) NOTE: 1. REFER TO R.F. SYSTEM SCHEDULE FOR ANTENNA SPECS, AZIMUTH, MOUNTING HEIGHT, AND QUANTITIES. BACKHAUL DISH ANTENNA DETAIL NOT TO SCALE PRE — MOUNTED HEAVY DUTY MOUNTING BRACKETS NEW 2 -1/2" STD PIPE O.D. PIPE MOUNT PROPOSED ANTENNA REVIEWED FOR CODE COMPLIANCE; ,ADDDfl l JAN 1u 2011 City of Tukwila BUILDING nwlclnMI ANTENNA MOUNT DETAIL NOT TO SCALE AUG 282011 to-•):7 RECEI cmoF�ru KA OCT 0 7 2010 PERMIT CENTER m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: ANTENNA ORIENTATION RF SYSTEM SCHEDULE ANTENNA MOUNT DETAIL Project No. 810014800 Designer RM Date: 09/02/10 Drown By: RM Checked By: RL Project Manager RM Client Approval Issue No. O Drawing No. A -3 SCALE IS BASE ON 22" X 34" "D" SIZE 0 U A Ili HT II R 1 SCALA DIVISION 840 10054B 87" XX -pol Panel Antenna 2496 -2690 MHz POW ERWAVE Single Band Antennas 84010054B 87' XX -pol Panel Antenna 2496 -2690 MHz P65- 18- XXW2 -R i -RET ANTENNA DVHBB65 1.2m WXCM- 2300- 2690 -65 -1 811181 -Ai -D POLARIZAT ON-, XX -Poi FREQUENCY(/ Hz): 2300 - 261,1°' HORIZONTAL SEA. W OTH 11: t' €, GatN44z'dBd,- 10.!15.4 r T: 0.10' LEN0TH: 1.2m48 ". DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. Kathrein Scala's XX- polarized adjustable electrical downtilt antennas offer the carrier the ability to tailor sites for optimum performance. Designed for MIMO applications, a single adjustment mechanism controls the left and right antennas simultaneously through the 0 ° -10° downtlit range, Adjustments can be made by hand or with the use of an optional RCU (Remote Control Unit) that can be field configured to work with either AISG 1.1 or 3GRP /AISG 2.0 protocols (see separate data sheet 88010118). • DC Grounded metallic parts for Impulse suppression. • No moving electrical connections. Specifications: Frequency range Gain Impedance E1 FCTRICAt SPECIFICATIONS* Horizontal pattern ±45'- polarization 0° electrical downtllt Vertical pattern *45` - polarization 0° electrical downtlit 2496 -2690 MHz VSWR Interrllodulatlon (2x20w) Polarization Front-to-back ratio Maximum input power +45" and 45' polarization horizontal beamwidth 2 x 16 dBi SO ohms r 1.5:1 IM3:< -150 dBc +45° and -45° >23 dB typical 300 watts (at 50 °C) 87 degrees at nifdband (hail power) Electrical downtitt conthwusly adjustable Connector 7 degrees at midband (half power) 0-10 degrees Horizontal pattern *45 "- polarization 5' electrical downtllt Vertical pattern *45°- polarization 5' electrical downtill Cross polar ratio Null (II Isolation Weight" Dimensions Wind load Front/Side/Rear Wind survival rating` Shipping dimensions Shipping weight Mounting 4 x 7.16 DIN female 0° 4° 8° 10' 15 15 15 15 dB (typical) 15 dB typical bore sight 10 dB typical *60' sector edges -1 dBi to 12° below horizon (typical) ›30 dB 30 Ib (13.6 kg) 2.625 inches ± 0.125 (68 mm t 4) 42 Inches (1067 mm) 44.1 inches (1120 mm) 45,3 inches (1151 mm) :iZf Pr Frequency range (MHz) Frequency band (MHz Gain ld6iidBd) Polarization Nominal impedance 101 Horizontal beam width, -3 dB (') Vertices bean, width, 3 de r) Electrical down NEC} 7 Side lobe suppression, veti st upper (dB) Isolation between inputs t431 Inter band isala;ion (dB) Tracking I -on:al pane ±60' (de) Fir nil l (05) Vertical beam squint (`) Front to back ratio (dB) 180'±30` copolar Front to back ratio (dB) 180` ±30` total power Cross polar discrimination (XPO) 0' (dB) Cross polar discrimination (:CPU) ±60 (dB) Far rletd coup l IM3, 2xTxge43dOm (dSc) Power handling, average per input (WI Power handling, average total (W) MECHANICAL SPECIFICATIONS' 42 x 12.7 x 28 Inches (1067x323x71 mm) LtJLrini at 93 mph (15010) 1131bf 121 lbf r" 1171bl (540 N) (90 N)/ (520 N) 150 mph (240 kph) 48 x 13.3 x 5.1 inches (1220 x337 x 130 rim) 34 Ib (15.4 kg) Horizontal pattern ±45'- polarization 10° electrical downtitt Vertical pattern f45' - polarization 10° electrical downtift .8 Inches (71 nim) 127 Inches (323 mm) 3.9 Inches (98 mm) Connector Connector position Dimensions, HxWx0, rnm'tt) Mounting Weight, will brackets, kg fibs) Weigtrt, without brackets, kg (1691, Wind ■37, frunta0a.ra4rear sb a 42 Ti's Maximum operational wind speed, rn/a (mph) Survival wind speed, nYs (mph) Lightning protection. Operating Temperature Radome Material Radome coksur Package size, tfz`NxO, nit (n) Shipping weight, kg tlixi) Brackets 2300 -2390" 2300 -25690 18.0115.4 2 x Dual Linea' ±45' 50 <1.5:1 65 5-5 0 -10 X19,16;15 05,17 930 n.e. <2.0 typic > -18 0.5 27 '25 >15 >10 n.a. ices 250 1000 CCT 0 tl 2C1 MORRISON 1 tlERSI-IFliEL D CORP 8259 REGISTERED ARCHITECT TJE"YLA'A F WA HING ON 4x7/16 DIN Female 2xA.IsG j1x; i SET 85 1,0, Bottom 1209x343,69 (4'x1 "1`x31 Pre- mounted heavy duty brackets [7456.00) 17.0 (38.0) 12.0 (26.0) 476)56/536 42(33) 70(156) DC Grounded ASA Light Grey 1430x400-x200 (56`x16&8 ( 20.6(45) 7256,00, 7454.001,, 7456,00A, ROB` RT JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 are 850 10013 Tilt. Kit 'A& sprt#rka:ions s;b eck ettarve wIt 1 mkt-. Eerie mstdaM rurt,ddottrwave reptewtatve ?or acm_ to Per°ermyrCe data. "V$WP at 2.Kalt.tz is. 1._5 :1. Fixed and tilt -mount options are available for 2 to 5.7 Inch (50 to 145 min) OD masts, See reverse 'or order info rrrralion. Mounting Options: Model ' Mechanical design Is based on environmental conditions as stipulated in TIA- 222 -G-2 (December 2009) and/or ETS 300 019 -1-4 which include the static mechanical load imposed on an antenna by wind at maximum velocity. See the Engineering Section of the catalog for further details. " For antenna oily. Add 2 lb (0.9 kg) for each 738 546 mounting clamp (2 required). 2 x 738 546 850 10013 ANTENNA PATIERNS' Description Mounting Kit for 2 to 4.6 inch (50 to 115 mini OD mast, Tilt Kit for use with the 2 x 738 546 mounting kit 0-15 degrees downtlit angle. 1 RCU .I- Adjusts left and right "`- 2496 -26.0 Left ' )tight 24B6-2690 simultaneously. Layout of interface For detaied patterns visit http:llwww.p Order Information: Model 840 100548 Description Antenna with 7-16 DIN connectors B 08/25/10 ISSUED FOR PERMIT ISSUED FOR CLIENT REVIEW Kathrein Inc., Scala Division Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779-6500 Fax (541) 779 -3991 Email: communicatlonsekathreln.com Internet: www,kathrein- scala,eom All specifications are subject to change without notice. The latest specifications are available at www.kathreinscala.com. Kathrein Inc., Scala DM on Post Office Box 4580 Medford, OR 97501 (USA) Phone: (541) 779 -6500 Fax: (541) 779 -3991 Email: oommunlcatlons @kathreln.com Internet: www.kathreln- scala.com R=v1,21 Oat 272O0 tioca 2010 -G:- ... CopYB"'t =110 Pctvervrr Tess -nc Ai€ r ghrs .?were . All specirmat s awe stakiect to change wittc s noGCe. Please cc:v=1 your Pavxratave nerm-esematisx for compete tttattrtradoe Via. A 08/04/10 0 1_ 0 0 E a N eV 0 0 0 V: \Project \810 Series \8100148 Clearwire Washington \WA — SEA264 \Drawings \WA — SEA264 CD RevO 0100610.dwg High Performance Discriminator+ Low Side Lobe Design 18, 23, 26, 28, 31, 32 & 38 GHz Bands Key Features - Antenna Diameter: 12" square - 23 GHz Version FCC Category A - Windloads: Operational- 90 mph (150 km/h) Survival- 125 mph (210 km/h) - Low side lobe design, typically -23 dB - Lightweight and rugged design, easily installed - Radio Mounting kits available to integrate with major OEM ratios - Standard antenna mount provides fine adjustment for both azimuth and elevation - Accomadates a 2.25 in. to 4.5 in. diame- ter pipe. - Three Year Waranty 1 REVIEWkij FOR CODE COMPLIANCE A PDRf lien JAN 1. 02011 City of Tukwila BUILDING DIVisinhi 111XPIttgb Antenna Specifications, Electrical (typical) Modal Frequency, GHz Gain. Low i 33.1 dPl Mid =33.5, 4Bi High i 34.0 dBi Baamwldth, -3da ; 3,1 dog. X -R 1 disc. i 26 dB Frcnl -to-back ratio i -51). dB 1st side lobe i -19 dB VSRWR, max 1 1,'37:1 dB 16.1 Flange Type/Interface WR -42 HPCPE-18 17.7.14.7 Regulation HPCPE-22 = FPCPE-26 212 -23.6 t 24,25 2 &,5 HFCPE-2e 27,'3 -24.5 HPCPE-31 HPCPE -32 29.5312 31.0,33.4 HPCPE38 37,0 -10,0 AUG 28 211 ETS3 0121 5-2 T52 & TS3 ET530G8'33 Range 4 CL2 34.0 dBi 34.4 dBi 34.8 dBi 2.9 deg. 3O dB -&0 dB -23 dB 1.37:1 16,1 WR -42 FCC A ETS20121; TF2RTS3 35,3 dBI ?a:7 dBi 35.0 dBi 2.6 dog, -30 dB -62 dB -':'3 dB 1.5:1 14.0 WR-42 35,8 dal 36,1 din 36,3 dal 2,2 dog. 30dB -64 dB _23 de 1.5 :1 14.0 1VR -2e 36,3 dBl 36.6 dBi 36.8 dBi 2.1 deg, -30 dB -64 dB -23 dB 1.5 :1 14.0 WR -2e 36.8 dBi 37.0 d9i 37.0 dBi 2.1 dig. 34 dB -64 dB -23 dB 1,.01 14,0 WR -2B 38.5 dBi 38.7 dBi 38.9 dBi 17 deg. -30 dB -64 dB -23 dB 1.511 WR-28 ETS''A0833 Range 4 CL2 Note: Specification subject to change withcmt notice. ETS301215 -2 TS2 & TS3 ET5300833 Range 4 CL2 ET5301215 -2 T52 & TS3 ETS(3©GB33 Range 4 CL2 ETS30121' Tut &TS3 ET5.300833 Range 5 CL2 & CL3 ET5300833 Rangy 5 CL2 ETS300833 Range 5 CL2 ANTENNA INFORMATION ISSUED FOR CLIENT REVIEW Action m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 Client: www.morrisonhershfteld.com clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: ANTENNA INFORMATION DETAILS Project No. 810014800 Designer: RM Drawn By: RM Project Manager: RM NOT TO SCALE Radio Waves, Inc. 10 http-l/www.radlowavesinc.com sales( attic) avesinc.com RECEIVED CITY OF TUKWLA OCT, 0.7 2010 PERMIT CENTER Issue No. 09/02/10 Checked By: RL Client Approval Drawing No. A -4 1 2 3 4 6 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE A 2' -2" N N FRESH AIR EXHAUST 0 0 7— FRESH AIR INTAKE TOP VIEW DEMARK ACCESS UTILITY ACCESS 2' -2" 0 LEFT VIEW m O 66" NUWAY "GREEN" CABINET A -5 NOT TO SCALE 37.5" FRONT VIEW CODE (�MP COMPLIANCE APPROVED JAN 1 0 2011 City of Tukwila BUILDING DIVIRIfN DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CCT 0 C6 2000 C IVlO BISON HERSHFIELD 8259 REGISTERED ARCHITECT RT JER LAR WAS NGT ROB ' "T JERRY LARA LICE SED ARCHITECT STATE OF WASHINGTON 8259 6 5 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW 0 0 0 E 0. N N 0 6 0 0 3 0 0 0 0 0 0 0 0 N W In rn 3 0 Q 0 a 3 i 0 N U 0 0 0 0 N 0 0 0 N O GALV. BOX FRAME PART OF CABINET 1/2"0 BOLT W/ HILTI HIT —RE 500 —SD ADHESIVE (ICC ESR -2322) W/ 4 1/2" EMBED. TO SLAB TYP. OF 4 PER BOX FRAME COORDINATE W/ CABINET MANUFACTURER. EXISTING CONC. SLAB SECTION VIEW r e L 0 0 J 1/2"0 BOLT W/ HILTI HIT —RE 500 —SD ADHESIVE (ICC ESR -2322) W/ 4 1/2" EMBED. TO SLAB TYP. OF 4 PER BOX FRAME COORDINATE W/ CABINET MANUFACTURER. EXISTING CONC. SLAB PLAN VIEW EXISTING CONCRETE SLAB NOT TO SCALE locr: RED pUp 21S1011 D10 -):70 RECEIVED CITY OF TUKWILA OCT 0 7 2010 PERMIT CENTER A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action IP MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: EQUIPMENT CABINET DETAILS Project No. 810014800 Designer RM Date: 09/02/10 Drown By: RM Checked By: RL Project Manager: RM Client Approval Issue No. O Drawing No. A -5 1 2 3 r 4 5 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE O 0 N co O rn O O 0 0 0 to U N a W to co N I' W +, O N ' co U co 0 0 Ea- SEALANT © DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND REMAIN THE PROPERTY MORRISON HERSHOFIELD CORPORATION. NEITHER OF BEOPROVID PROVIDING CONSTRUCTTIONOREVTHE ARCHITECT WILL IEW OF THIS PRO ECT. PROVIDE ADEQUATE B 0 LT PENETRATIONS , h `° IIJiI,::, ,,s sI, =IL1 CORP EXISTING 2x WD FRAME WALL & SIDINGS "x1 B —LINE 1 — 5/8 -5/8" GALV. X 30" LONG TO SPAN OVER (2) STUDS SPACED 6' -0" O.C. MAX 1 5/8" CHANNEL W/ CLAMPS AS NOTED ABOVE. PAINT TO MATCH 8259 REGISTERED ARCHITECT RO T JERRY LAR STAT : As INGT1 1 �' ROB T JERRY LARA LIC EN ED ARCHITECT STATE OF WASHINGTON 8259 EXISTING BUILDING I o 3/8"0 X 2" WD LAG BOLTS INTO EXIST. 2x WD FRAME (TWO PER CHANNEL) CHANNELS SET © 6' -0" O.0 MAX. PAINT CONDUITS & ATTACHMENTS � VIII INSTALL NEW CABLES WITH �--- FBI MICROFLECT SNAP —IN HANGERS kA r ■ j CONCRETE FILLED 4 "x4" PVC U.V. RESIST. SLEEPER SPACED 48" O.C. NEOPRENE PAD TO MATCH BACKGROUND A CONDUIT ATTACHMENT DETAIL 6 5 4 EXISTING ROOF 3 ROOF CEMENT 2 c SECTION 1 0 10/06/10 ISSUED FOR PERMIT A-6 NOT TO SCALE A-6 NOT TO SCALE INSTALL NEW CABLES WITH MICROFLECT SNAP —IN HANGERS (TYP.) VERIFY NUMBER OF CABLES W/ CLEARWIRE PRIOR TO CONSTRUCTION C GROUND WIRE B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action ■ Pr° MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com A -6 ; REVIEWEDFOR 4 "x4" U.V. RESIST. CODECOMPLIANCE PVC SLEEPER Ap�Q��%�Q Q__g_ Q JAN 1 U 2011 - -- -- - NEOPRENE PAD EXISTING ROOF CityofTukwila CONDUIT 'TRACER Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 � „_e.��., >>� ,�,.,,.,, -M, ,.":�.w� �.,,�.�_.x,��,���_< <� _ r. - � -._<< �z�a. �__,;��, <�� BUILDING DIVISION i 1 1 ' SPJ -1' ROUND SPLIT FLASHING DIAMETER TO FIT STRUCTURAL PIPE COLUMN OR APPROVED EQUAL. ROOF CEMENT B CABLE TRAY DETAIL ,.�� TWO LAYERS OF ROOFING MEMBRANE � - LAPPED AND SEALED WITH COMPATIBLE SEALER D SLOPED RIGID INSULATION Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA� WA 98168 �........ A-6 NOT TO SCALE ,,_ - -. MX G 28 2011 RECEIVED CITY OF OCT, 0,7 2010 NT R PERMIT CE T E EXIST ROOFING BRAN E MEMBRANE j, mmmm::"�— _ .......... _ __.0 .............. .......... 1 •••••••..• 1 4 1 I_ FLASHING 1 I .......... ■■■■ ■■■■■■� ■ ■ ■ ■ •••. ■• EXIST. INSULATION FILL PERIPHERY W/ FIRE PROOFING MATERIAL. SEE SHT. A -6 °••••.••• . °,. ° .• °Q • • ° : , ' i• . • • • • a .. o .. °:. ° a CONDUIT ” " " "" ' 1 • a •c. . .Q • • P . a • ° • . • ° .. • 4 DETAIL Drawing Title: 9 DETAILS Project No. 810014800 Designer: RM Date: 09/02/10 Drawn By: RM Checked .. RL A -6 NOT TO SCALE Project Manager: RM Client Approval Issue No. O Drawing No. A _ 6 SCALE IS BASE ON 22" X 34" "D" SIZE 0 N 0 0 E N cV 0 0 co 0 RevO 0100610.dwg V: \Project \810 Series \8100148 Clearwire Washington \WA — SEA264 \Drawings \WA — SEA264 CD EQUIPMENT SPECIFICATIONS: 1) BINOCULARS OR SPOTTING SCOPE, COMPASS, TELESCOPIC ANTENNA POINTING DEVICE, SURVEYOR'S MAP, INCLINOMETER AND DECLINATION INFORMATION FROM MAGNETIC NORTH. 2) TRANSMISSION LINE TEST EQUIPMENT; MAY BE EITHER OF THE FOLLOWING TEST EQUIPMENT SUITES BUT MUST MATE WITH BOTH N —TYPE AND DIN —TYPE CONNECTORS 3) PRECISION N —TYPE TERMINATIONS FOR TEST EQUIPMENT CALIBRATION A) MATCHED LOAD (50 OHM TERMINATION AT PCS /ESMR FREQUENCIES) B) SHORT LOAD C) OPEN LOAD 4) PLOTTER /PRINTER OR LAPTOP PC WITH CABLING 5) PRECISION DIN —TYPE TERMINATIONS FOR SWEEP TESTS A) 7/16 DIN PRECISION SHORT TERMINATION B) 7/16 DIN PRECISION OPEN TERMINATION C) 7/16 DIN PRECISION MATCHED LOAD TERMINATION 6) N TYPE PRECISION SHORT TERMINATION (AT GPS FREQUENCIES) 7) TORQUE WRENCH WITH INCREMENTS DOWN TO 5 IN —LBS (NOTE: WHEN USING THE ANRITSU SITE MASTER YOU MUST BEWARE OF WHAT YOU HAVE THE SITE MASTER MODE SET —UP TO MEASURE. IF THE SITE MASTER MODE IS SET —UP TO MEASURE RETURN LOSS YOU MUST DIVIDE THE PEAK AND VALLEY MEASUREMENTS BY (4) TO GET THE CORRECT INSERTION LOSS. IF THE SITE MASTER MODE IS SET —UP TO MEASURE CABLE LOSS YOU MUST DIVIDE THE PEAK AND VALLEY MEASUREMENTS BY (2) TO GET THE CORRECT INSERTION LOSS. THE MATHEMATICAL MODEL FOR RL OF EACH CABLE ASSEMBLY (JUMPER, OR MAIN LINE) IS PROVIDED BELOW: 1) CONVERT ALL COMPONENTS VSWR'S TO REFLECTION COEFFICIENT:\ REFF COEFF = (VSWR- 1) /(VSWR +1) 2) CALCULATE FEEDER ATTENUATION FACTOR: ATT FACTOR = EXP(— (ATTENUATION (DB /1007) *LENGTH (FT)/434.3) 3) COLLECT CONTRIBUTING REFLECTIONS AT BOTTOM OF SYSTEM 4) MULTIPLY REFLECTION COEFFICIENTS OF TOP COMPONENTS BY ATTENUATION FACTOR FROM STEP 2 5) REFLECTION COEFFICIENTS OF BOTTOM COMPONENTS ARE UNCHANGED 6) DETERMINE RSS (ROOT SUM OF THE SQUARES) OF REFLECTIONS FROM STEP 3 RFF = (REF1 ^2 +REF2 ^2 +REF3" 2+ )".5 7) CALCULATE EXPECTED SYSTEM VSWR AND RETURN LOSS: VSWR = (1 +RFF) /(1 —RFF) RET LOSS = —20 *LOG 10(RSS) TEST EQUIPMENT SUITES COMPONENT OPTION A OPTION B > 30 CABLE WILTRON SITEMASTER S331 CABLE AND ANTENNA ANALYZER OR EQUIVALENT EQUIPMENT SPECTRUM ANALYZER WITH PLOT STORAGE CAPABILITY (800MHz -2.1 GHz RANGE) OR APPROVED EQUAL SPECTRUM ANALYZER (FOR PORT —TO —PORT TESTING) SIGNAL GENERATOR (800MHz -2.1 GHz RANGE) SIGNAL GENERATOR (FOR PORT —TO —PORT TESTING) DIRECTIONAL COUPLER (40 dB DIRECTIVITY OR BETTER) EITHER FFT CAPABILITY FOR THE SPECTRUM ANALYZER OR TDR EQUIPMENT SWEEP TEST PROCEDURE: PRELIMINARY VISUAL INSPECTION PRIOR TO TRANSMISSION LINE TESTING, A VISUAL INSPECTION IS TO BE PERFORMED TO VERIFY THAT THE CELL SITE IS PROPERLY CONFIGURED AND READY FOR SWEEP TESTING. THIS INSPECTION VERIFIES THAT PROPER TRANSMISSION LINE CABLES ARE INSTALLED, THAT ALL JUMPERS HAVE BEEN CONNECTED, AND THAT THE CABLES HAVE NO NOTICEABLE STRUCTURAL PROBLEMS. TEST PREPARATION VERIFY THAT ALL TEST PERSONNEL AND EQUIPMENT ARE PRESENT, INCLUDING TOWER CREW FOR ANTENNA MAST ACCESS. TESTING SEQUENCE 1) VERIFY THAT THE CORRECT BOTTOM JUMPER IS PRESENT (IF APPLICABLE) AND OF THE PROPER LENGTH AND NOTE IN THE CHECK OFF SHEET 2) VERIFY THAT THE CORRECT TOP JUMPER IS PRESENT (IF APPLICABLE) AND OF THE PROPER LENGTH AND NOTE IN THE CHECK —OFF SHEET. 3) VISUALLY CHECK FOR ANY EXCESSIVE JUMPER STRESS CAUSED BY THE BEND RADIUS AT EITHER TOP OR BOTTOM JUMPER, AND NOTE ANY PROBLEMS IN THE CHECK —OFF SHEET. 4) VERIFY THAT THE CORRECT ANTENNA(S) ARE INSTALLED FOR EACH SECTOR. 5) VISUALLY VERIFY THAT CONNECTIONS BETWEEN JUMPERS AND MAIN FEED LINE ARE MATED. 6) VISUALLY CHECK FOR DENTS, KINKS, OR OTHER OBVIOUS STRUCTURAL PROBLEMS WITH THE FEED —LINE OR JUMPERS. EXIT CRITERIA VERIFY THAT THE CABLE AND ANTENNA ARE PROPERTY INSTALLED AND FREE FROM ANY OBVIOUS DEFECTS. FEED LINE INSERTION LOSS TEST TEST THE INSERTION LOSS VALUES ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED FREQUENCY RANGE (TO AVOID RE— CALIBRATION FOR DISTANCE —TO —FAULT TEST). TEST PREPARATION 1) INSTALL A 7/16 DIN SHORTED LOAD INTO THE CONNECTOR AT THE ANTENNA END OF THE TRANSMISSION FEED LINE TOP JUMPER. 2) VERIFY THE TORQUE SETTING OF THE FEED LINE CONNECTOR WITH THE SHORTED LOAD MATCHES THE MANUFACTURER'S RECOMMENDATIONS. 3) SET THE TEST EQUIPMENT TO SWEEP THE FREQUENCY RANGE IN USE IN YOUR MARKET. 4) IF THE FIELD ENGINEER PREFERS, THE TOWER GROUNDING AND THE FEED —LINE GROUNDING CAN BE DONE AT THIS POINT. THIS STEP IS THE FIELD ENGINEER'S PREROGATIVE. 5) SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT 6) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT. 7) VERIFY THAT THE DISPLAY WILL SHOW INSERTION LOSS (CALLED CABLE LOSS ON THE SITE MASTER); OR MEASURE RETURN LOSS THEN DIVIDE BY 2. 8) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION) 9) PERFORM SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION LINES. EXIT CRITERIA ALL TRANSMISSION LINES IN ALL SECTORS HAVE INSERTION LOSS LESS THAN OR EQUAL TO THE MAXIMUM ALLOWABLE THRESHOLD. CABLE ATTEN. CABLE LENGTH INSERTION LOSS (dB /FT) (FT) (dB) BOTTOM JUMPER- X = MAIN FEEDLINE: X TOP JUMPER: X BOTTOM JUMPER LOSS (dB) # CONNECTOR ATTEN. PER PAIRS PAIR (dB) X 0.14 MAIN FEEDLINE LOSS (dB) INSERTION LOSS (dB) TOP JUMPER CONNECTOR MAX. INSERTION LOSS (dB) LOSS (dB) LOSS (dB) + + + IF TOP AND BOTTOM JUMPERS ARE NOT APPLICABLE TO YOUR CABLE CONFIGURATION, ENTER (0) LOSS FOR THESE FEED LINE DISTANCE—TO—FAULT TEST ANY DISCONTINUITY (CONNECTOR CONTACT, KINKED CABLE, DAMAGED CABLE, OR OTHER ANOMALY) IN A TRANSMISSION CABLE RESULTS IN THE REFLECTION OF SOME OF THE TRANSMITTED POWER. THIS REFLECTION IS A LOSS OF THE INTENDED TRANSMIT POWER AND IS CALLED "THE RETURN LOSS" BY MEASURING THE TIME REQUIRED FOR THE SIGNAL TO TRAVEL TO THE POINT OF ANOMALY AND BACK, ONE CAN DETERMINE THE ANOMALY'S DISTANCE FROM THE POINT OF ORIGINATION OF THE SIGNAL. THE RETURN LOSS VALUES OF THE FEED LINE COMPONENTS ARE TO BE OBTAINED OVER THE ENTIRE BLOCK ASSIGNED FREQUENCY BAND. THIS TEST USES DISTANCE TO FAULT MEASUREMENTS TO DETERMINE THE RETURN LOSS ASSOCIATED WITH EACH CONNECTOR PAIR AND CABLE COMPONENT OF THE TRANSMISSION FEED LINE. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUES LISTED BLOW. IF THE VALUE OF THE RETURN LOSS DOES NOT MEET THIS VALUE, THEN THE APPLICABLE ANTENNA TRANSMISSION LINE SYSTEM FAILS. BY USING THIS TEST THE SUSPECT COMPONENT CAN BE LOCATED AND CORRECTED. THE DTF MEASUREMENT CAN THEN BE REPEATED TO VERIFY ADHERENCE TO SPECIFICATIONS. ENTRANCE CRITERIA — PASSED PRELIMINARY VISUAL INSPECTION — PASSED FEED LINE INSERTION LOSS TEST TEST PREPARATION 1) INSTALL A 7/16 DIN 50_MATCHED LOAD INTO THE CONNECTOR AT THE ANTENNA END OF TRANSMISSION FEED LINE TOP JUMPER 2) VERIFY THE TORQUE SETTING OF THE FEED LINE CONNECTOR WITH THE MATCHED LOAD MATCHES THE MANUFACTURER'S RECOMMENDATIONS 3) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE FOR THE ASSIGNED FREQUENCY BAND USED IN THE MARKET. ENSURE THAT THE TRANSMITTED SWEEP FALLS WITHIN THE AUTHORIZED BAND FOR THE MARKET. FREQUENCIES USED ARE MHZ OTHER FUTURE FREQUENCIES THAT REQUIRE SWEEPING ARE MHZ 4) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT 5) VERIFY THAT THE TEST EQUIPMENT IS CONFIGURED TO MEASURE DISTANCE TO FAULT 6) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING TESTING SEQUENCE NOTE MEASUREMENTS OF THE RETURN LOSS AND THE DISTANCE CORRESPONDING TO EACH CONNECTOR PAIR. ALSO NOTE THE LOWEST RETURN LOSS VALUE AND CORRESPONDING DISTANCE FOR EACH CABLE (WHERE PRACTICAL; USUALLY CABLES > =6' -0" IN LENGTH). IF THE MEASURED RETURN LOSS FOR ANY COMPONENT IS LESS THAN THE APPROPRIATE VALUE FROM THE TABLE BELOW, THE TEST HAS FAILED. REPLACE ANY FAILED COMPONENTS AND RE —TEST THE TRANSMISSION LINE FROM THE BEGINNING OF THE ATP. PERFORM THE SETUP AND MEASUREMENTS FOR ALL REMAINING LINES EXIT CRITERIA ALL TRANSMISSION LINE COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD. MINIMUM COMPONENT RETURN LOSS VALUES COMPONENT RETURN LOSS (dB) CONNECTORS > 30 CABLE > 45 ANTENNA S JASYS'IEU RETURN LOSS TEST THE RETURN LOSS VALUES OF THE ANTENNA SUBSYSTEM COMPONENT (NOT TO INCLUDE TRANSMISSION FEED LINE CONTRIBUTIONS) ARE TO BE OBTAINED FOR THE COMPANY'S ASSIGNED FREQUENCIES IN YOUR MARKET. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUES CALCULATED FOR YOUR SPECIFIC ANTENNA. IF THE VALUE OF THE RETURN LOSS IS LESS THAN THE THRESHOLD VALUE, THEN THE ANTENNA FAILS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE REPEATING THIS TEST. THIS TEST MUST BE REPEATED FOR EACH CARRIER FREQUENCY IN USE AT THE SITE. ENTRANCE CRITERIA VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY REFERENCING THE ANTENNA SWEEP ANALYSIS FOR YOUR MARKET BY CONTACTING RF ENGINEERING. — PASSED PRELIMINARY VISUAL INSPECTION — PASSED FEED LINE INSERTION LOSS TEST — PASSED FEED LINE DISTANCE —TO —FAULT TEST TEST PREPARATION — BTS RECEVE FREQUENCY TEST CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION RECEIVE FREQUENCIES USED IN YOUR MARKET. 1) CALIBRATE THE TEST EQUIPMENT WITH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURER'S INSTRUCTION. (CALIBRATE WITH AN OPEN, SHORT AND 50 OHM LOAD) 2) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS VALUES. 3) REMOVE THE CALIBRATION LOAD FROM THE TOP JUMPER CONNECTOR AND CONNECT THE ANTENNA TO THE FEED LINE TOP JUMPER. 4) VERIFY THE TORQUE SETTING OF THE FEED LINE CONNECTOR WITH THE ANTENNA MATCHES THE MANUFACTURER'S RECOMMENDATIONS. TEST EQUIPMENT CONNECTION TESTING SEQUENCE — BTS RECEIVE FREQUENCY TESTS TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE CALCULATED, THEN THE TEST HAS FAILED. TEST PREPARATION — BTS TRANSMIT FREQUENCY TESTS 1) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION TRANSMIT FREQUENCIES USED IN YOUR MARKET. 2) SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT. 3) CALIBRATE THE TEST EQUIPMENT WITH RESPECT TO THE END OF THE TOP JUMPER ACCORDING TO MANUFACTURER'S INSTRUCTIONS. (CALIBRATE WITH AN OPEN, SHORT, AND 50 OHM LOAD). 4) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS. TESTING SEQUENCE — BTS TRANSMIT FREQUENCY TESTS TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE IN THE PROVIDED WORKSHEET IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE CALCULATED, THEN THE TEST IS FAILED. PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION LINES. EXIT CRITERIA ALL ANTENNAS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIMUM ALLOWABLE THRESHOLD. TRANSMISSION SYSTEM RETURN LOSS TEST THE RETURN LOSS VALUE FOR THE AGGREGATE TRANSMISSION LINE AND ANTENNA SYSTEM (INCLUDING WEATHER PROOFING) IS TO BE OBTAINED FOR BOTH THE BASE STATION TRANSMIT AND RECEIVE FREQUENCIES ASSIGNED AND CLEARED IN YOUR MARKET. THESE VALUES SHOULD BE REFERENCED TO THE THRESHOLD VALUE. IF THE VALUE OF THE RETURN LOSS IS LESS THAN THE DESIGNED VALUE, THEN THE SYSTEM FAILS AND NEEDS TO BE ANALYZED AND CORRECTED BEFORE REPEATING THE ATP. ENTRANCE CRITERIA — VERIFY THAT THE FREQUENCY CHANNELS ARE CLEAR BY CONTACTING RF ENGINEERING — PASSED PRELIMINARY VISUAL INSPECTION — PASSED FEED LINE INSERTION LOSS TEST — PASSED FEED LINE DISTANCE —TO —FAULT TEST TEST PREPARATION — BTS RECEIVE FREQUENCY TESTS 1) VERIFY THAT ANTENNAS ARE CONNECTED TO THE APPROPRIATE FEED LINE AS DESIGNATED IN THE COLOR CODING SCHEME (SEE CONSTRUCTION SPECIFICATIONS) 2) DETERMINE THE RETURN LOSS VALUE OF THE ANTENNA 3) VERIFY THE TORQUE /CRIMPER SETTING OF THE FEED LINE CONNECTOR, MATCHES THE MANUFACTURER'S RECOMMENDATIONS. 4) APPLY WEATHER PROOFING TO EACH ANTENNA /CONNECTOR INTERFACE. AVOID BLOCKING ANY WEEP HOLES ON THE ANTENNA. 5) CONNECT THE TEST EQUIPMENT TO THE BOTTOM JUMPER'S CONNECTOR AND ADJUST TO THE PROPER TORQUE SETTING. (SEE MANUFACTURER'S RECOMMENDATION). 6) SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION RECEIVE RF FREQUENCIES USED IN YOUR MARKET. 7) CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT. 8) VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS. 2 3 THE SWEEP TESTS PROVIDE A MEANS OF DETERMINING THE CONDITION OF THE TRANSMISSION SYSTEM. IT IS IMPORTANT TO MAINTAIN A VALUE OF RETURN LOSS THAT IS AS LOW AS POSSIBLE TO MAINTAIN THE SYSTEM INTEGRITY. IT IS ALSO VITALLY IMPORTANT TO REALIZE THE PROPER TEST CONDITIONS WHEN ANALYZING THE SYSTEM. THE BEST RETURN LOSS FIGURES WILL ALWAYS OCCUR WHEN THERE IS A 50 OHM LOAD PRESENT AT THE END OF THE TRANSMISSION LINE RATHER THAN AN ANTENNA. IT IS ALSO IMPORTANT TO COMPARE SWEEP RESULTS USING THE SAME EXACT SETUP. THAT IS IF THE MEASUREMENT WAS MADE WITH AN ANTENNA THE COMPARED RESULTS MUST BE MADE WITH THE SAME ANTENNA OR ONE WITH VERY SIMILAR RETURN LOSS CHARACTERISTICS. IF THE RESULTS WERE OBTAINED WITH A 50 OHM LOAD THEY MUST BE COMPARED WITH A 50 OHM TERMINATION. TESTING SEQUENCE — BTS RECEIVE FREQUENCY TESTS TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE TRANSMISSION SYSTEM IS LESS THAN THE THRESHOLD VALUE, THEN THE TEST HAS FAILED. IF A FAILURE OCCURS, PERFORM A DISTANCE TO FAULT MEASUREMENT AND REPLACE THE SUSPECT COMPONENT. (NOTE: AT THIS POINT, IF ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED, THE ANTENNA CONNECTION IS MOST LIKELY FAULTY). IF REPAIRS INVOLVE COMPONENTS OTHER THAN THE ANTENNA /ANTENNA CONNECTION RE —TEST THE TRANSMISSION LINE FROM THE BEGINNING OF THE ATP. TEST PREPARATION — BTS TRANSMIT FREQUENCY TESTS — SET THE TEST EQUIPMENT FREQUENCY SWEEP RANGE TO THE BASE STATION TRANSMIT RF FREQUENCIES USED IN YOUR MARKET. — SET TRANSMIT POWER TO TEST EQUIPMENT DEFAULT — CALIBRATE THE TEST EQUIPMENT ACCORDING TO TEST EQUIPMENT MANUFACTURER'S EQUIPMENT — VERIFY THAT THE DISPLAY WILL SHOW RETURN LOSS — VERIFY RETURN LOSS VALUES TESTING SEQUENCE — BTS TRANSMIT FREQUENCY TEST'S — TAKE MEASUREMENT OF THE LOWEST RETURN LOSS VALUE OVER THE FREQUENCY BAND AND RECORD THE VALUE. IF THE MEASURED RETURN LOSS FOR THE ANTENNA IS LESS THAN THE THRESHOLD VALUE, THEN THE TEST HAS FAILED. IF A FAILURE OCCURS, PERFORM A DISTANCE TO FAULT MEASUREMENT AND REPLACE THE SUSPECT COMPONENT. (NOTE: AT THIS POINT, IF ALL OF THE PREVIOUS TESTS HAVE BEEN PERFORMED, THE ANTENNA CONNECTION IS MOST LIKELY FAULTY). IF REPAIRS INVOLVE COMPONENTS OTHER THAN THE ANTENNA /ANTENNA CONNECTION, RE —TEST THE TRANSMISSION LINE FROM THE BEGINNING OF THE ATP — PERFORM THE ABOVE SETUP AND MEASUREMENTS FOR ALL REMAINING TRANSMISSION LINES EXIT CRRERIIA ALL ANTENNAS AND COMPONENTS IN ALL SECTORS HAVE RETURN LOSS GREATER THAN OR EQUAL TO THE MINIM THRESHOLD VALUE. — PASSED PRELIMINARY VISUAL INSPECTION — PASSED FEED LINE INSERTION LOSS TEST — PASSED FEED LINE DISTANCE —TO —FAULT TEST — PASSED ANTENNA SUBSYSTEM RETURN LOSS TEST EINAL LMIL INSPECTION• ENTRANCE CRITERIA PASSED ALL ELECTRICAL TESTS. TESTING SEQUENCE 1) VERIFY THAT THE RADOMES ON ALL ANTENNAS ARE SEALED AND DO NOT HAVE ANY CRACKS, INCLUDING GPS 2) CHECK THE ANTENNA MOUNTING 3) MEASURE ANTENNA ORIENTATION TO WITHIN 2 DEGREE RELATIVE TO MAGNETIC NORTH. MEASURE MECHANICAL DOWN —TILT TO WITHIN 0.25 DEGREE FROM HORIZONTAL FOR EACH ANTENNA IN EACH SECTOR. RECORD DOWN —TILT AND ORIENTATION ON THE VISUAL INSPECTION CHECK —OFF SHEET. 4) VERIFY THAT ANTENNA IS VERTICAL IN THE NON —TILT PLANE, I.E., NO SIDE TILT, (AZIMUTH PLANE IS HORIZONTAL) TO WITHIN 0.25 DEGREES AND RECORD AS PASS OR FAIL ON THE VISUAL INSPECTION CHECK —OFF SHEET. 5) VERIFY THE COAXIAL COLOR CODING MATCHES THE CORRECT ANTENNA AND SECTOR AND INDICATE AS PASS OR FAIL ON THE VISUAL INSPECTION CHECK —OFF SHEET. (SEE CONSTRUCTION SPECIFICATION FOR ANTENNA CABLE COLOR CODING SCHEME). 6) VERIFY THAT APPROPRIATE TAGS ARE ATTACHED TO THE TOP AND BOTTOM OF THE FEED LINE SYSTEM AND INDICATE PASS OR FAIL ON THE VISUAL INSPECTION CHECK —OFF SHEET. 7) VERIFY THAT CONNECTOR WEATHER PROOFING IS COMPLETE AND INDICATE ON THE VISUAL INSPECTION CHECK —OFF SHEET. 8) CAREFULLY CHECK ALL ANTENNA FEED LINES FOR DENTS AND KINKS AND OTHER ANOMALIES AND INDICATE OBSERVATIONS ON THE VISUAL INSPECTION CHECK —OFF SHEET. 9) RECORD ALL INFORMATION IN THE SITE LOG BOOK AND THE SITE SPREADSHEET DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. COWED FOR 6 COMPLIANCE AP IRf1VED JAN 1 0 2011 City of Tukwila BUILDING DIVISIGN EXIT CRITERIA SUCCESSFUL COMPLETION OF THE ANTENNA SWEEPING ATP CONNECTORS P/F SECTOR #1 SECTOR #2 SECTOR #3 WEATHER PROOFING P/F SECTOR #1 SECTOR #2 COAX COLOR CODE P/F SECTOR #3 SECTOR #1 SECTOR #2 WEATHER PROOFING P/F SECTOR #3 ANTENNA DOWN TILT AND ORIENTATION SECTOR ANTENNA DOWN —TILT ORIENTATION SIDE TILT SECTOR 1 TXO /RXO RX1 SECTOR 2 TXO /RXO RX1 SECTOR 3 TXO /RXO RX1 SECTOR #1 SECTOR #2 SECTOR #3 ANTENNA P/F SECTOR #1 SECTOR #2 SECTOR #3 ANTENNA BTS, DAP, OR RRU UNIT COLOR CODING TAG COLOR CODING TOP JUMPER COLOR CODING COLOR CODING GROUNDING STRAP TRANSMISSION LINE BOTTOM JUMPER COAX CABLE P/F SECTOR #1 SECTOR #2 SECTOR #3 GROUNDING SECTOR #1 SECTOR #2 SECTOR #3 X111 "MO MHi Vie` 1011 bo-u7o RECEIVED CITY OF TUKWILA OCT 072010 PERMIT CENTER OCT 06 MORRISON HERSHFIELD CORP 8259 REGISTERED ARCHITECT ERTJE' OF WA 11 I f4 R0 ; RT JERRY LARA LIC NSED ARCHITECT STATE OF WASHINGTON 8259 Y LA HING N 5 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: RF DETAILS Project No. 810014800 Designer RM 09/02/10 Drawn By RM Checked By: RL Project Manager RM Client Approval Issue No. O Drawing No. A -7 4 5 6 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE 0 N 0 0 E N O N 0 rn 6 0 ington \WA — SEA264 \Drawings \WA — SEA264 CD V: \Project \810 Series \8100148 Clearwire Was 'i:x.00-_ ",. $.} 9 r �° ksp.,.nr t •, r ': .� a: r.,rdl NOTE: PROPOSED WOOD FENCE HEIGHT TO MATCH EXISTING CHAIN LINK FENCE HEIGHT CONTRACTOR TO VERIFY IN FIELD. 3- 9/16" X 5 -5/8" "T" STYLE HINGES SELF CLOSING WITH TENSION ADJUSTMENT TRU —CLOSE TCHD -2S OR EQUAL 3' -0" 2" X 4" PRESSURE TREATED HORIZONTAL MEMBERS, ON EDGE 2" X 4" PRESSURE TREATED, ON SIDE 1/8" X 4" X 8-1/2" STOP (BACKING) PLATE, GALV. SECURED W/ Y4 "X3" LAG SCREW 4 4.. .: .s.. . • mr"A •. • •a •'• • ▪ .•• 411■•A •�'• • • CEDAR FENCE -GATE DETAIL A -8 SCALE: 1/2"= l' —0" (BASED ON 22x34 PAPER SIZE SCALE: 1/4"-- 1 ' -0" BAED ON 11x17 PAPER SIZE 4" X 4" POST, PRESSURE TREATED SYSTEM 3 LOCKING LATCH (LL3 ABBG) BY LOKK LATCH, OR APP. EQUAL 4" X 4" PRESSURE TREATED VERTICAL MEMBERS, TYP. (2) 8 X 2-1/2" GALVANIZED DECKING SCREWS OR EQUAL, TYP. _ REVIEWED FOR - CODE COMPLIANCE APQQflVED JA J 1 0 2011 City of Tukwila BUILDING DIVISION DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. ..bF..w "'— '" JAN 0 3 2C11 t1 .RSHEIELL) CORP 8259 ROB �'T JERRY LARA LICE ED ARCHITECT STATE OF WASHINGTON 8259 D 5 4 3 2 1 01/03/11 ISSUED FOR PERMIT 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action 4" X 4" POST, PRESSURE TREATED 2X6, TYP. WITH W/ (2) 3/8" GALV. LAGS TO POST COUNTERSUNK 4' —O" MAXIMUM SPACING ON CENTER 2 -8d, TYP. 4 • .•• at •A %'. • J CEDAR FENCE 1" X 6" CEDAR PLANKS ON OUTSIDE W/ NO SPACING & W/ DOG EARED END W/ (2) 12D RING SHANK NAILS 2X6 FENCE POST FOOTING. SEE DETAIL 1F-43 THIS SHEET. •• •• 4 . 6 4' • • • • •• • . • • PANEL DETAIL SCALE: 1/2"= l ' -0" (BASED ON 22x34 PAPER SIZE SCALE: 1/4"= ' -0" (BASED ON 11x17 PAPER SIZE 1 0 0 a 0 • •• • • • 4. / •: • • .• • 1• 19-4m � CONCRETE FOOTING POST FENCE 4' -0" MAX FENCE POST SPACING NATIVE MATERIAL CAISSON DETAIL � YS AUa2:8Z011 b 10-X7 0 A -8 SCALE: 1/2 " =1' -0" (BASED ON 22x34 PAPER SIZE SCALE: 1/4"= ' -0" (BASED ON 11x17 PAPER SIZE RE ( EIVED JA►:. 0 4 2011 KNIT CENTER MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: WOOD FENCE DETAILS (CEDAR FENCE) Project No. 810014800 Designer RM Drawn By: RM Project Manager RM Date: 09/02/10 Checked By: RL Client Approval Issue No. 1 Drawing No. A -8 1 3 6 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE STRUCTURAL GENERAL NOTES THE GENERAL NOTES AND TYPICAL DETAILS ARE APPLICABLE TO ALL PARTS OF THE STRUCTURE, AND SHALL BE READ IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS AND PROJECT SPECIFICATIONS. USE ONLY THE LATEST ISSUE OF ANY GOVERNING CODES, STANDARDS OR REGULATIONS REQUIRED OR MENTIONED IN THE FOLLOWING NOTES. ALL CONSTRUCTION, EXCEPT WHERE NOTED OTHERWISE, SHALL COMPLY WITH THE REQUIREMENTS OF THE NOTED BUILDING CODES AND REFERENCE STANDARDS. VERIFY ALL DIMENSIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER BEFORE PROCEEDING WITH THE WORK. FOR DETAILS AND DIMENSIONS NOT GIVEN ON STRUCTURAL DRAWINGS, REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN TRADES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO SAFEGUARD ALL EXISTING STRUCTURES AFFECTED BY THIS CONSTRUCTION. ON ANY NEW STRUCTURE OR PORTION THEREOF, DO NOT EXCEED THE DESIGN LOADING INDICATED ON THESE DRAWINGS. ALL DESIGN LOADING INDICATED ON THESE DRAWINGS ARE SPECIFIED (UNFACTORED) LOADS, UNLESS OTHERWISE INDICATED. ALL CONNECTION FORCES AND BRACING FORCES SHOWN ON THESE DRAWINGS ARE THE CRITICAL UNFACTORED FORCES UNLESS OTHERWISE INDICATED. 10. DO NOT SCALE THE DRAWINGS. 11. THE DRAWINGS AND SPECIFICATIONS ARE THE PROPERTY OF MORRISON HERSHFIELD CORPORATION AND MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION. FRP STRUCTURAL MEMBERS 1. FRP STRUCTURAL SHAPES SHALL BE STEALTH FRP SERIES 1525, OR APPROVED EQUAL MANUFACTURED USING THE PULTRUSION PROCESS. 2. IF PREFABRICATED MEMBERS DO NOT ASSEMBLE PER PLAN, CONTACT MANUFACTURER BEFORE CUTTING OR ALTERING FABRICATED MEMBERS. 3. FRP STRUCTURAL MEMBERS SHALL BE FABRICATED AND ASSEMBLED AS INDICATED ON THE DRAWINGS. 4. THE CONTRACTOR SHALL PROTECT THE FRP STRUCTURAL MEMBERS FROM ABUSE TO PREVENT BREAKAGE, NICKS, GOUGES, ETC. DURING FABRICATION, HANDLING, AND INSTALLATION. 5. COAT ANY CUT OR DRILLED EDGES OF FRP STRUCTURAL MEMBERS WITH HETROLAC OR EQUIVALENT RESIN OR ACRYLIC SEALER. 6. FRP BOLTS SHOULD BE TIGHTENED 1/ TURN PAST SNUG AND LOCKED WITH EPDXY. DESIGN CRITERIA NOTES DESIGN DATA: 2009 INTERNATIONAL BUILDING CODE W/ 2010 WASHINGTON STATE AMENDMENTS DESIGN WIND SPEED 85 MPH (ASCE 7 -05) EXPOSURE IMPORTANCE FACTOR 1.00 STRUCTURE CATEGORY II DESIGN WIND PRESSURE 14.4 PSF SEISMIC LOAD Ss = 1.501 S� = 0.518 SITE CLASS = D IMPORTANCE FACTOR = 1.0 STRUCTURAL WF STEEL ONLY STRUCTURAL STEEL X— BRACING ANGLES ANGLES & PLATES HSS STRUCTURAL TUBING STEEL PIPE HIGH STRENGTH BOLTS WELDING ELECTRODES A992 (50 KSI) A572 (50 KSI) A36 A36 A500 GRADE B (46KSI) A501 OR A53 GRADE B A325 N OR SC CLASS A E70XX 2 3 4 REVIEWED FOR - CODE COMPLIANCE APPPIt1VFD JAN 1 U 21111 City of Tukwila BUILDING DIVIRIfIJ inxritteel AUO 282011 5 RECEIVED CITY OF TUKWILA OCT 0 7 2010 PERMIT CENTER DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. OCT 0 6 2013 MORRISON HERSHFIELD ELD CORP RO :' JERRY LARA LIC SED ARCHITECT STATE OF WASHINGTON 8259 5 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT 8 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action IP MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: STRUCTURAL NOTES Project No. 810014800 Designer: RM Drawn By RM Project Manager RM Date: 09/02/10 Checked By: RL Client Approval Issue No. 6 Drawing No. s-1 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE 0 0 0 E 0. c'1 0 0 (0 0 0 V: \Project \810 Series \8100148 Clearwire Washington \WA — SEA264 \Drawings \WA — SEA264 CD RevO 0100610.dwg NEW C6x10.5 LEDGER EXISTING PARAPET WALL PROPOSED FRP SHROUD #1 / / B (2) 1 /4 "0x6" LONG LAG SCREWS INTO EXISTING VERTICAL STUDS (TOTAL 8 REQUIRED PER C6x10.5 LEDGER) EXISTING ANTENNA MOUNTING FRAME NEW C6x10.5 LEDGER SHROUD #1 DETAIL NOT TO SCALE NEW C6x10.5 � 1 3' -0" 0 NEW C6x10.5 i S -3 SHROUD #1 ELEVATION CODESEWED FOR COMPLIANCE A DDDAVFD JAN 10 2011 i B�UILDI G pIV141ON EXIST 6x3 TUBE (FIELD VERIFY) Wier 'tap AUO 28 2011 S -2 NOT TO SCALE Duo •)-7o RECEIVED CITY OF TUKWILA OCT o7 2010 PERMIT CENTER DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. GCT J G 2C3 MORRISON a EISI-11=IELD CORP RO'ER JERRY LARA LIC NSED ARCHITECT STATE OF WASHINGTON 8259 D 5 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW C No. Date Action IP MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: DETAILS B Project No. 810014800 Designer RM Date: 09/02/10 Drawn By: RM Checked By RL Project Manager RM Client Approval Issue No. O Drawing No. S -2 1 2 3 T 4 5 6 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE A V: \Project \810 Series \8100148 Clearwire Washington \WA — SEA264 \Drawings \WA — SEA264 CD NEW C6x10.5 L4x4x34 ANGLE x4 "LONG 3/16 DETAIL 3/16 3 1/2" STD PIPE (4.0" 0.D. x 0.226 THK.) 3/16 TYP.) 1 /2 "x9 "x9" PLATE 2 3/16 NOT TO SCALE 2 4 EXISTING PARAPET WALL 3/8x6 "x4" PLATE C6x10.5 (2) 1/2"0 A325 BOLTS DETAIL C6x10.5 NOT TO SCALE 3/16 3/16 D 1/4" RF TRANSPARE PANEL TO BE PROVIDED BY OTHERS �TYP. @ CORNERS 3' -0" FRP L4x4x1/4 VERTICAL ANGLE (ONE @ EACH CORNER) 0 TYPICAL SHROUD SECTION NOT TO SCALE * FIELD ADJUST LOCATION TO ACCOMMODATE ANTENNAS INSIDE THE SHROUD DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. OCT Q G 2 MORRISON HERSHFIELD LD CO; ,"' 8259 R0= RT JERRY LARA LIC SED ARCHITECT STATE OF WASHINGTON 8259 REGISTERED ARCHITECT ERTJER LARA OF WA INGT N �1 5 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action 1/2 "0 A325 BOLT C6x10.5 0) 1' / C6x10.5 1/2"0 A325 BOLT 3/16 SHROUD #1 DETAIL 1/2 "o THREADED ROD 1/2" PLATE 1/4" STIFFENER PLATE 1/2 "o THREADED ROD NOT TO SCALE EXIT 6x3 TUBE (VERIFY IN FIELD) 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 L J J 0 0 0 0 1/4" FRP RIVETS @ MAX 9" 0.0. 3 1/2" STD PIPE (4.0" 0.D. x 0.226" THK) - REVIEWED FOR (OpE(OMPLIANCE APaRMFD JAN 1 0 2011 City otT ukwila RUILDING QIVISIf � h MX" FRP L4x4x1/4 VERTICAL ANGLE TYPICAL SHROUD ELEVATION NOT TO SCALE AUG 2 8 2011 RECEIVED CITY OF TUKWILA OCT 0 7 2010 PERMIT CENTER m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: DETAILS Project No. 810014800 Designer: RM Date: 09/02/10 Drawn By: RM Checked 8y: RL Project Manager: RM Client Approval Issue No. Drawing No. S -3 3 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCAT L4x4x1/4 (2) 1/2" U —BOLTS e o * 3' -0" FRP L4x4x1/4 VERTICAL ANGLE (ONE @ EACH CORNER) 0 TYPICAL SHROUD SECTION NOT TO SCALE * FIELD ADJUST LOCATION TO ACCOMMODATE ANTENNAS INSIDE THE SHROUD DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. OCT Q G 2 MORRISON HERSHFIELD LD CO; ,"' 8259 R0= RT JERRY LARA LIC SED ARCHITECT STATE OF WASHINGTON 8259 REGISTERED ARCHITECT ERTJER LARA OF WA INGT N �1 5 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action 1/2 "0 A325 BOLT C6x10.5 0) 1' / C6x10.5 1/2"0 A325 BOLT 3/16 SHROUD #1 DETAIL 1/2 "o THREADED ROD 1/2" PLATE 1/4" STIFFENER PLATE 1/2 "o THREADED ROD NOT TO SCALE EXIT 6x3 TUBE (VERIFY IN FIELD) 0 0 0 0 0 0 0 0 0 0 0 0 r 0 0 0 0 0 0 0 0 L J J 0 0 0 0 1/4" FRP RIVETS @ MAX 9" 0.0. 3 1/2" STD PIPE (4.0" 0.D. x 0.226" THK) - REVIEWED FOR (OpE(OMPLIANCE APaRMFD JAN 1 0 2011 City otT ukwila RUILDING QIVISIf � h MX" FRP L4x4x1/4 VERTICAL ANGLE TYPICAL SHROUD ELEVATION NOT TO SCALE AUG 2 8 2011 RECEIVED CITY OF TUKWILA OCT 0 7 2010 PERMIT CENTER m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: DETAILS Project No. 810014800 Designer: RM Date: 09/02/10 Drawn By: RM Checked 8y: RL Project Manager: RM Client Approval Issue No. Drawing No. S -3 3 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCAT 0 L E 0 0 0 0 D o I I 0 0 0 4' Q 0 0 N i W C ; L 0 W 0 0 L r 0 U co 0 N 0 0 / U 0 PROPOSED 3'- 0 "X3' -0" FRP SHROUD 4 "x10" P.T. TIMBER FOR MOUNT SUPPORT. REFER TO SHEET S -5 FOR DETAILS SHROUD #2 NOT TO SCALE 1 e e J DASHED LINES REPRESENY ASSUMED LOCATION OF EXISTING JOISTS BELOW (FIELD VERIFY) PROPOSED 3'- 0"X3' -0" FRP SHROUD DASHED LINES REPRESENT ASSURED LOCATION OF EXISTING JOISTS BELOW (FIELD VERIFY) REVIEWED FOR \ F CODECOMPLIANCE APPROVED JAN 1 0 2011 City of Tukwila BUILDING DIVISION 4 "X10" MOUNTING TIMBER REFER TO SHEET S -5 FOR DETAILS J SHROUD #3 NOT TO SCALE EXISTI�G RELOC T ROOF VENT. IF REQUIRED to- .):7 d RECEIVED CITY OF TUKWILA OCT. 07 2010 PERMIT CENTER DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CCT a 6 2F11 MORRISON 1 i[f 'y;1._1 1 LD CORP 8259 REGISTERED ARCHITECT I • E OF WAS INGTON ERT JERRY LARA Tr ROY -T JERRY LARA LIC SED ARCHITECT STATE OF WASHINGTON 8259 1 D 6 5 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: DETAILS C B Project No. 810014800 Designer RM Date: 09/02/10 Drawn By: RM Checked By: RL Project Manager RM Client Approval Issue No. 0 Drawing No. S -4 1 2 3 4 5 6 SCALE IS BASE ON 22" X 34" "D" SIZE 0 0 0 A 0 a� 0 E 0. CV 0 O To- o O 5; 0 0 0 a W cn cn co N V) 0 oo Eo- o C3 PL 1/4" PIPE CAP 0 EXISTING PARAPET WALL CONSTRUCTION ASSUMED 2"X4"©16" 0.0. WITH 1/2" PLYWOOD SHEATHING NAILED AT PERMETER WITH 60 NAILS AT 6" 0/0 (FIELD VERIFY) ow > flw — LJ 5/8" U —BOLT PROVIDED WITH MOUNT VALMONT MICROFLECT CORNER MOUNT (PART b2024) ONE BRACKET REQUIRED —4.0" OD. STANDARD PIPE MAST FIELD FABRICATED PIPE FLASHING TO SUIT ROOF SLOPE ROOF MEMBRANE AND PIPE SIZE PL 3/8 "X8 "X8" BASE PLATE EXISTING SLOPED SUSPENDED ROOFING 4 "X10 "P.T.TIMBER EXISTING FRAMING 2 "X10" AT 16 "0 /C SPANNING 16' -0 OR LESS WITH 3/8" SHEATHING (ASSUMED) (FIELD VERIFY) SHROUD #2 & #3 ELEVATION NOT TO SCALE l 11 4.0" 0.D SCH 40 PIPE ''' 3/8 PLATE TIP 3/16 FASTEN ANTENNA MAST BASE PLATE TO TIMBER WITH (4) 1/2" DIAX6" LONG LAG SCREWS 4"X10" P.T. TIMBER TO BEAR ON (5) ROOF JOISTS FASTEN TIMBER TO EXISTING FRAMING AT EACH JOIST WITH (2) 1 /4 "DIAX8" LONG LAG SCREWS COUNTERSINK IF REQUIRED 1 APPLY DAP 4000 ADHESIVE BEFORE INSTALLATION EXISTING FRAMING ANTENNA BASE CONNECTION S -5 NOT TO SCALE I—REVIEWED CODE COMPLIANCE Fo��.. 4PD1n fANlU �� 2011 (BUI?574a DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS . REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. !MORRISON HERSHFIELD CORP 8259 Rs: STA .1 ROB :' T JERRY LARA LIC EN ED ARCHITECT STATE OF WASHINGTON 8259 REGISTERED ARCHITECT RTJERR LARA WAS NGTO D 6 5 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action C m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com LAP NEW ROOF MEMBRANE TO EXISTING AND OVER TIMBER APPLY "FIRESTONE" ULTRAPLY TPO GENERAL PURPOSE SEALANT (OR APPROVED EQUAL) APPLY "FIRESTONE" WATER BLLOCK SEAL (OR APPROVED EQUAL) TO US OF PLATE PRIOR TO INSTALLATION 3 "x6" TIMBER FASTENED TO PARAFET WALL STUDS AT EACH STUD WITH (2) 1/4"X6" LONG LAG SCREW AT 0/C (6 TOTAL ENGAGE 3 STUDS) AND 92 WOOD SCREWS BETWEEN STUDS, COUNTERSINK HEADS FASTEN MOUNT TO WOOD WITH (3)3/8" DIAX6" LONG LAG SCREWS.TYP.EACH SIDE PRE —DRILL HOLES AND FILL WITH CALWKING PRIOR TO INSTALLING LAGS APPLY DAP 4000 ADHESIVE BEFORE INSTALLATION SOPREMA SUPRASEAL 1100 FEEL & STICK MEMBRANE OVER TIMBER mxr1ft r.D A110 28 2011 TIMBER ATTACHMENT DETAIL NOT TO SCALE RECEI CITVOFTU LA OCT 072010 PERMIT CENTER Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: DETAILS B Project No. 810014800 Designer: RM Date: 09/02/10 Drawn By: RM Checked By: RL Project Manager: RM Client Approval Issue No. O Drawing No. S -5 1 2 3 4 5 6 SCALE IS BASE ON 22" X 34" "D" SIZE 1- 0 0 A 0 0 E a M cV 0 CNI a 0 O Washington \WA — SEA264 \Drawings \WA — SEA264 CD V: \Project \810 Series \8100148 Clear 1 NOTE: FOR ALL SYMBOLS SHOWN AS " O ", REFER TO ELECTRICAL REFERENCE NOTES ON SHEET E -3 goo goP X 1 OUTLINE OF BASEMENT ELECTRIC ROOM JGP — UGP — UGP — — UGP UGP / UGP — — UGP — — UGP 0 / / IMP IMP IMP 1■1 NMI ELECTRICAL SITE PLAN NOT TO SCALE 1 2 3 TRUE NORTH vy 1 I 1 I I 1 1 I 1 I I 1 1 I 1 I I I 1 I 1 1 1 I 1 I 1 I I I i I NO 28 Z011 SEPARATE AND PERMIT REQUIRED RECEIVED CITY OF TUKWILA OCT. 0 72010 PERMIT CENTER DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. 77, n i G 2lyt MORRISON I I';or HERSHFIELD Cow ROB 'T JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 5 4 3 2 1 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action IP MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: ELECTRICAL SITE PLAN Project No. 810014800 Designer RM Drown By RM Project Manager: RM Date: 09/02/10 Checked By: RL Client Approval 4 5 Issue No. pecoA6vp,k_ poi Drawing No. E -1 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE NOTE: FOR ALL SYMBOLS SHOWN AS " 0 ", REFER TO ELECTRICAL REFERENCE NOTES ON SHEET E -3 X X X X X X X (2) 3" UNDERGROUND CONDUITS FOR CLEARWIRE SAWCUT EXISTING CONCRETE PATIO FOR NEW CLEARWIRE CONDUIT INSTALLATION. CONTRACTOR TO RETURN EXISTING CONCRETE PATIO TO ITS ACTUAL CONDITION AFTER COMPLETION OF WORKS X f� � X X X X x x x x ENLARGED COMPOUND PLAN E -2 NOT TO SCALE 1 TRUE NORTH X I X TAP INTO (E) DISCONNECT FOR CLEARWIRE POWER PROPOSED CLEARWIRE METER /DISCONNECT MOUNTED TO (E) H— FRAME. X UGP — UGP 1 NOTE:, FOR ALL SYMBOLS SHOWN AS " 0 No REFER TO ELECTRICAL REFERENCE NOTES ON SHEET E -3 (E) SPRINT METER /DISCONNECT n ,n n p n r-- J E ENLARGED COMPOUND ELECTRIC ROOM PLAN NOT TO SCALE (E) SPRINT CONDUIT /FEEDER ROUTE TO SPRINT COMPOUND TRUE NORTH SEPNMTE P501 t444 vee 2 3 DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. CCT G 6 2. ;0 8259 REGISTERED ARCHITECT RO RTJER LARA STAT _ WAS INGT' ROB 'T JERRY LARA LICENSED ARCHITECT STATE OF WASHINGTON 8259 5 4 3 2 1 0 B A No. 10/06/10 08/25/10 08/04/10 Date ISSUED FOR PERMIT ISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT REVIEW Action m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.45t1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 RECEIVED CITY OF TUKWILA OCT 0 2010 ose PERMIT CENT? ?7;tioN Drawing Title: ENLARGED ELECTRICAL PLANS Project No. 810014800 Designer: RM Drawn By: RM Project Manager: RM Date: 09/02/10 Checked By: RL Client Approval Issue No. j Drawing No. E -2 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE 0 .0 L. E 0. 6.1 0 0 0 0 c0 0 0 k. 5 REFERENCE NOTES DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. ,7 I EXISTING SERVICE CONDUCTORS Ni 0 PROPOSED CLEARWIRE METER/DISCONNECT; SUPPLY AND INSTALL A NEW 208V, 10, 3W, 100A, METER AND 40A/2P CIRCUIT BREAKER DISC SW. MATCH AIC RATING OF EXISTING EQUIPMENT. PROVIDE MECH. ATTACHED ENGRAVED NAME PLATE INDICATING "CLEARWIRE METER". ® TAP BUS ON EXISTING SPRINT 100A/2P DISCONNECT. ROUTE NEW 40A FEEDER TO PROPOSED CLEARWIRE METER/DISCONNECT ON EXISTING H -FRAM E. ® EXISTING 120/208V-10-3W, 100A RATED SPRINT PAN ELBOARD. 0 PROVIDE (3) #6 AWG CU. AND (1) #10 AWG. CU. GROUND IN 1 1/2" CONDUIT. PROVIDE GRC CONDUIT OUTDOORS. 0 PROPOSED CLEARWIRE EQUIPMENT CABINET MOUNTED ON EXISTING SPRINT CONCRETE PAD. (6) NEW 100A RATED, 120/208V-10-3W PANEL "PP1" PRE-INSTALLED ON CLEARWIRE CABINET. PANEL IS EQUIPPED WITH A 40A-2P MAIN CIRCUIT BREAKER. 0 CONTRACTOR TO PERFORM A 30 DAY LOAD STUDY USING A TRUE RMS METER PER NEC 220.87 TO DETERMINE ADDITIONAL SPARE CAPACITY ON EXISTING SPRINT PANELBOARD. EXISTING PLUS NEW LOAD SHALL NOT EXCEED CAPACITY OF EXISTING PANEL. NOTIFY MHC IN CASE OF DISCREPANCY. 0 EXISTING 100A FEEDER FROM SPRINT METER/DISCONNECT @ ELECTRICAL ROOM INSIDE BUILDING TO THE SPRINT PANEL INSIDE THE OUTDOOR COMPOUND 0 EXISTING SPRINT 100A,10 METER CO EXISTING SPRINT 100A/2P SERVICE DISCONNECT (IDENTIFIED AS "SERVICE #5") MOWSON f•) l' - , , ,, --' ; - Fl cCI 6 G 20 ;1_.ThilL_LD CL):P • TO METER \ CENTER 600A cc 3P 600A cc 3P • 600A 3P EXISTING 2500A RATED 120/208V-30-4W SWITCHGEAR 1 cc 600A 3P 8259 REGISTERED ARCHITECT : RT JE - v Y LARA 1E OF WA INGT • N , I ER 11 FT LRIC° NSEDUEARRRCYHITLAERCAT STATE OF WASHINGTON 8259 100A, 2P 1,_ 1 -1 TO METER TO METER CENTER CENTER I I ) 2P 100A, I, .I., TO AT&T TO TO I TO k TO k TO I TO I f— i — —• \ — 1 ,1 1 ' PANEL PANEL PANEL PA NEW EMER. LIGHT ELEVATOR P1 P2 APT PNL PNL • • 0 LOCATED © 5 1 t,_ j SPRINT COMPOUND LOCATED INSIDE ELECTRICAL ROOM IN Ca? 4 3 1 rd BUILDING BASEMENT B SINGLE LINE DIAGRAM 2 1 i 1 0 0 1,_ _,, E-3 NOT TO SCALE 0 10/06/10 , ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW 0 EXISTING BUILDING \ A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action ir II MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 wvvw.morrisonhershfield.com 0 1EX"" a' Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 0 0 0 AUG 28 ZOO _...., b to..,;1_, 7 0 • = ® 1111 Project: RIVERTON NORTH WA-SEA264-D 3516 S 146TH STREET TUKWILA, WA 98168 c 0 1 0_ 0 0 -13 Drawing Title: LECTRICAL RISER DIAGRAM GROUND FLOOR UGP — — UCP — GP — — UGP — — UGP — — UCP 0 EXISTING BASEMENT ELECTRIC ROOM Pv- YPI;°c..tP0 NIA. (Th M---‘-' • 0 / / / RECEIVED 0 0 0 Project No. 810014800 0 0 0 0 Designer: RM Date: 09/02/10 041> 0 0 0 Drawn By: RM Checked By RL - 0 0 Preieat Manager: RM Client Approval issue No. 0 Drawing No. E-3 A ELECTRICAL RISER DIAGRAM CITY OF TUKWILA OCT 0 7 2010 E-3 NOT TO SCALE PERMIT CENTER - ....ftotANI.:, 1 2 3 4 5 SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE 0 0 0. u CV 0 0 CNI 0 0100610. dwg 0 cn0 N , Q ; N ' 0 W 0 cn a.. 0 GROUNDING REFERENCE NOTES ANTENNA CONDUITS DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. ' (TYP . ) \ 0 EXISTING #2 AWG SOLID BARE TINNED COPPER GROUND RING BURIED A MIN. OF 30" BELOW GRADE. ® 2 EXISTING GROUND ROD BURIED A MIN. OF 30" BELOW GRADE. QUANTITY OF EXISTING GROUND RODS SHALL BE SUFFICIENT TO MAINTAIN A GROUND RESISTANCE LESS THAN 5 OHMS. ® NOT USED. K BOND NEW CONDUITS TO EXISTING GROUND RING. CONNECT GROUND CONDUCTOR TO CONDUIT USING PIPE CLAMP. DO NOT EXOTHERMICALLY WELD TO CONDUIT. REFER TO TYPICAL MULTIPLE CONDUIT GROUNDING. ® PROVIDE BOND FROM MASTER GROUND BAR TO EXISTING GROUND RING USING A #2 SOLID BARE TINNED COPPER WIRE. ® PROVIDE ANTENNA GROUND BAR(S) (AGB). BOND ANTENNA OI CABLE GROUNDING KITS TO GROUND BAR. CONNECTION SHALL BE THE RESPONSIBILITY OF THE ANTENNA CABLE INSTALLER. BOND ANTENNA GROUND BAR TO NEAREST LIGHTNING PROTECTION DOWNLEAD USING ONE(1) #2 AWG SOLID, BAR, TINNED, COPPER CONDUCTOR. PROVIDE A U.L. LISTED CONNECTOR SUITABLE FOR THE MATERIALS BEING CONNECTED. PROVIDE EXOTHERMIC WELDS. O EXTEND GROUNDING CONDUCTOR TO ANTENNA LOCATIONS AND BOND TO ANTENNA FRAMES. USE AN EXOTHERMIC WELD AT ANTENNA SUPPORT FRAME. SUPPORT CONDUCTOR AS REQUIRED EVERY TWO (2) FEET MINIMUM. KI: BOND ANTENNA GROUND BAR TO MASTER GROUND BAR. PROVIDE EXOTHERMIC WELDS AT EACH BAR. KI: BOND ANTENNA SUPPORT FRAME TO ANTENNA GROUND BAR USING A #2 AWG SOLID TINNED COPPER CONDUCTOR. PROVIDE EXOTHERMIC WELDS TO FRAME. 1 REFER TO STRUCTURAL AND ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ANTENNA(S) AND ANTENNA SUPPORT FRAMES. O. PROVIDE ANTENNA GROUND BAR(S) HARGER 1/4"X2"X8" #GBIS1428EE (OR APPROVED EQUIV.) AND BOND TO LIGHTNING PROTECTION SYSTEM AND /OR BUILDING STEEL. EXOTHERMICALLY WELD CONNECTIONS AT GROUND BAR AND BUILDING STEEL. SUPPORT CONDUCTOR ON WALL AND ROOF WITH NON— METALLIC, UV RESISTANT HARDWARE ON 2' -0" CENTERS VIA MECHANICAL MEANS ON WALLS AND VIA APPROVED ADHESIVE MEANS TO ROOF. AVOID UNNECESSARY BENDS AND USE THE LARGEST PRACTICAL RADII POSSIBLE. 12 NEW MASTER GROUND BAR LOCATED INSIDE NEW CLEARWIRE CABINET. • EXOTHERMIC WELD CONNECTION • NON — REVERSABLE COMPRESSION CONNECTION CF ' II k �" b � �l yj . t.,i o." , ACT 0 6 20113 l�;1C)�:C:;�t�l [ +_;' ! is'�I_U CUP (TYP.) s - — I — — — _ _ _ _ .... I I � a ° L , . , I I 1 8259 A CHTECT 1 ERTJE' 'YLA' OFW HING ON RO: R .JERRY LARA LIC NSED ARCHITECT STATE OF WASHINGTON 8259 1 _ I PWR PWR PWR EXISTING SPRINT o a \ / ® 0 0 (NP') H —FRAME I 1 6 5 4 3 , 2 © I 1 0 10/06/10 ISSUED FOR PERMIT 0 EXISTING SPRINT 1 r I B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW No. Date Action CONCRETE PAD h..... -_,_.. .._ sss...._ ■ MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com _ �� - _ _ _ _ _ _ _ _ \ / A EQUIPMENT COMPOUND GROUNDING PLAN Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 E-4 NOT TO SCALE ANTENNA Project: RIVERTON NORTH WA- SEA264 -D 3516 S 146TH STREET TUKWILA, WA 98168 GROUND BAR ELECTRICAL CONTRACTOR TO VERIFY THE LOCATION AND QUANTITIES 0• . 0 w Er.r E, :; Drawing Title: GROUNDING PLAN expo 0 TO NEXT SECTOR TYPICAL ANTENNA SECTOR b to-417o B GROUNDING PLAN RECEIVED Project No. 810014800 Designer: RM Date: 09/02/10 Drawn By: RM Checked By: RL Project Manager. Client Approval Issue No. -�� �� T PA-- n ` R AL Drawing No. E 4 E -4 NOT TO SCALE CITY OF TUKWILA OCT. 0 7 2010 PERMIT CENTER 5 11)01,,rw — 1 3 4 5 � f&r` 5D . vj SCALE IS BASE ON 22" X 34" "D" SIZE D c B NEXTEL TEMPLATE - COLOCATE A L E N 0 0 0 c▪ o0 N w N 0 p1 o 0 Co- NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. 3. WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 3) CABLE GROUND KIT #6 AWG STRANDED CU WIRE WITH GREEN, 600V, THWN INSULATION (GROUNDED TO GROUND BAR) (SEE NOTES 1 8c 2) CONNECTION OF GROUND KIT TO ANTENNA CABLE NOT TO SCALE #6 STRANDED JUMPER TO WAVEGUIDE PORT TO GROUND KIT 4" TO END OF CABLE BRIDGE #2 AWG STRANDED JUMPER W/ SHORT BARREL COMPRESSION LUGS (T&B #54205 OR APPROVED EQUAL), TO GROUND BAR BY GENERAL CONTRACTOR HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS NEW COAXIAL GROUND KITS W/ LONG BARREL COMPRESSION LUGS (DOUBLE LUGS) TO BE INSTALLED BY ANTENNA CONTRACTOR WITH HEAT SHRINK NEW 4 "x 24 "x 1/4" THK COPPER GROUND BAR. CLEARWIRE CONSTRUCTION MANAGER TO VERIFY EXACT LOCATION AND INSTALLATION IN FIELD 00 O 0 O 0 0 o..�•o o o o 000 000 0� 0 0 0 0 0 0 0 0 O 0 00 0 00 0 00 O 0000000 0 O 0 000) O 0 00 0 000 -0 TYPE HS CADWELD #2 SOLID TINNED CU LEAD TO EXTERIOR LOOP 24" (VERIFY IN FIELD) GROUND BAR DETAIL (MASTER) INSULATORS AS REQUIRED NOTES: 1. ALL HARDWARE 8 -88 STAINLESS STEEL INCLUDING BELLVILLES COAT MATING SURFACES WITH KOPR— SHIELD BEFORE ATTACHMENT. 2. FOR GROUND BOND TO STEEL ONLY: INSERT A TOOTH WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES WITH KOPR— SHIELD 3. ALL HOLES ARE COUNTERSUNK 1 /16 ". 4. ALL LUGS ARE DOUBLE HOLED. 5. HEAT SHRINK ALL OUTSIDE LUG CONNECTIONS. NOTE: CONTRACTOR TO USE KOPR— SHIELD, PENETROX TYPE "E" AT THESE CONNECTIONS. #6 AWG FROM ANTENNA GROUNDING KIT (TYP.) O BOND TO TOWER W/ ANGLE ADAPTORS GROUND BAR DETAIL (ANTENNA) TYPICAL GROUND BAR DETAILS NOT TO SCALE DO NOT SCALE DRAWINGS. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS OR OMISSIONS. NO VARIATIONS OR MODIFICATIONS TO WORK SHOWN SHALL BE IMPLEMENTED WITHOUT PRIOR WRITTEN APPROVAL. ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. ALL DRAWINGS AND SPECIFICATIONS REMAIN THE PROPERTY OF MORRISON HERSHFIELD CORPORATION. NEITHER MORRISON HERSHFIELD NOR THE ARCHITECT WILL BE PROVIDING CONSTRUCTION REVIEW OF THIS PROJECT. MORRISON 1 <ERSH I!' LD CORP RT JERRY LARA SED ARCHITECT OF WASHINGTON 8259 D 6 5 4 3 2 0 10/06/10 ISSUED FOR PERMIT B 08/25/10 ISSUED FOR CLIENT REVIEW A 08/04/10 ISSUED FOR CLIENT REVIEW e e P P 1 99 PANEL 120/240V, 10, 3W INTERRUPTING CAPACITY 10K AIC TYPE: MAINS: MCB 1 OOA MOUNTING: SURFACE SIEMENS MODEL W0816ML1125 NEMA 3R SERVICE ENTRANCE RATED LOAD CENTER AO BO DESCRIPTION FEEDER PROT. CIRCUITS PROT. FEEDER AO BO 696 696 HVAC UNIT 10 AWG THHN 20/2P 1 3 #2 AWG BARE TIN 2 4 30/2P WP GENERATOR PLUG (NOTE 3,4) 10 AWG THHN 0 0 6 8 100/2P MAIN BREAKER (NOTE 2,3,4) 2 AWG THHN 0 0 180 0 QUAD OUTLET 12 AWG THHN 20/1P 5 PARALLEL TYPE 1250 1250 TWIST LOCK RECPT. (NOTE1) 12 AWG THHN 20/2P 7 9 EXOTHERMIC WEL 10 VGROUND RING ..e . — 12 .e 0 300 FLOOD LIGHT 12 AWG THHN 20/1P 11 2126 2246 SUB —TOTAL TOTAL: 4372 VA SUB —TOTAL 0 0 17.7 18.7 TOTAL AMPS TOTAL AMPS 0 0 TYPES OF LOADS (KVA) CONNECTED D.F. DEMAND CONNECTED 4 372 KVA NOTES: NOTE 1 ESTIMATED LOAD ONLY. NOTE 2 MAIN BREAKER IS BACKFED FROM 100 AMP OCPD AT SOURCE. NOTE 3 MAIN BREAKER AND PIN AND SLEEVE RECEPTACLE ARE INSTALLED WITH SIEMENS QML12 INTERLOCK TO PREVENT SIMULTANEOUS OPERATION. MAIN BREAKER RATED FOR 10KAIC RMS SYM. NOTE 4 MAIN BREAKER AND GENERATOR BREAKER SHALL BE INSTALLED WITH RETAINER CLIPS CAT# MBR1. COOLING 1392 1.00 1392 OTHER LOAD 2800 1.00 2800 RECEPTACLES (1ST 10KVA) 180 1.00 180 DESIGN 24.0 KVA LOAD TOTALS 4372 VA — 4372 VA DEMAND 4 372 KVA LOAD TOTALS (AMPS) 18.2 AMPS — 18.2 AMPS SPARE 19.6 KVA 1 PANEL SCHEDULE NOT TO SCALE PP1 — (INFO PROVIDED BY CABINET MANUFACTURER. COORDINATE EXACT LOAD W/ CLEARWIRE AND CABINET MANUFACTURER. NOTIFY MORRISON HERSHFIELD ENGINEERING IN CASE OF DISCREPANCY). ELECTRICAL CONTRACTOR SHALL PROVIDE #8 AWG BONDING CONDUCTOR FROM GROUND BUSS IN LOAD CENTER TO MAIN GROUND BAR OF CABINET. SEE F /E -1 FOR CONTINUING OF GROUNDING CONDUCTOR TO GROUND RING. zw O H < Uw �0 0 W W CO > W 00 CV 0 W z N FINISH GRADE OR PAVING. MATCH SLOPE AND THICKNESS OF EXISTING CONDITIONS UNDISTURBED SOIL 4" 12" 4" 6" MAGNETIC TAPE COMPACTED BACKFILL WITH SATISFACTORY NATIVE OR IMPORTED SOIL BACKFILL (SAND OR NATIVE SOIL) PER ASTM STANDARDS CONDUIT (TYP.) COORDINATE QUANTITY, SIZE AND TYPE WITH LOCAL UTILITY CONDUIT TRENCH NOT TO SCALE 2 3 S OUTSIDE CABINET DlO- I7O P NED RE D No. Date Action m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA— SEA264 —D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: D TO SEPARATE PERMIT AI 1D APPROVAL REQUIREL EXTERIOR GROUND RING gxri 1 nee AUG 2 6 2011 TYPICAL MULTIPLE CONDUITS GROUNDING NOT TO SCALE 4 OUNDING AND WER DETAILS c B Project No. 810014800 Designer RM Date: 09/02/10 Drawn By: RM Checked By: RL Project Manager RM Client Approval CITY QF TUKWIL ssue No. O CT 0 7 2010 pF R4TcE NTER s e* co Drawing No. E -5 moo; ..w.. SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE A U.L. APPROVED GROUNDING CLAM TYPICAL AT EACH 1 / CONDUIT. #2 AWG BARE TIN SOLID COPPER WI (EXTERIOR GROUN RING) PARALLEL TYPE EXOTHERMIC WEL VGROUND RING ..e . — .e DlO- I7O P NED RE D No. Date Action m MORRISON HERSHFIELD 10900 NE 8TH STREET, SUITE 810 BELLEVUE, WA 98004 Tel: 425.451.1301 Fax: 425.451.1369 www.morrisonhershfield.com Client: clear 4400 CARILLION POINT KIRKLAND, WA 98033 Project: RIVERTON NORTH WA— SEA264 —D 3516 S 146TH STREET TUKWILA, WA 98168 Drawing Title: D TO SEPARATE PERMIT AI 1D APPROVAL REQUIREL EXTERIOR GROUND RING gxri 1 nee AUG 2 6 2011 TYPICAL MULTIPLE CONDUITS GROUNDING NOT TO SCALE 4 OUNDING AND WER DETAILS c B Project No. 810014800 Designer RM Date: 09/02/10 Drawn By: RM Checked By: RL Project Manager RM Client Approval CITY QF TUKWIL ssue No. O CT 0 7 2010 pF R4TcE NTER s e* co Drawing No. E -5 moo; ..w.. SCALE IS BASE ON 22" X 34" "D" SIZE NEXTEL TEMPLATE - COLOCATE A